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Home My WebLink AboutBLDG PERMIT #11498V V Date: -CITY OF CAPE CANAVERAL. BUILDING PERMIT APPLICATION Tracldng # 14. 1OA;L Permit # 8 (321)868 -1222 „ City of Cape Canaveral Building Department - 7510 N. Atlantic Ave. - Cape Canaveral, FL 32920 You may download this application: www.ciWofcapecanaveral.org. You may fax to: (321)868 -1247. All applications must include ;the- backside of this form. Important: Please complete the checklist on the back of this form and provide other documentation as ipdicateii on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete. APPLICANT WILL BE CALLED WHEN PERMIT IS READY (Contractor /Owner- Builder is required to sign for the building permit, unless indicated otherwise by affidavit. I.D. may be required) Address of Job Site: 2yLo �e ea'!!G am-r Zoning classification: Flood Zone: Legal description of property: TWN: RNG: SEC: SUBD: BLK: LOT: PB: PG: Property Owner Name: A2 411PI4 <0 Phone.,AO Z ° 4515 — E% 8 / V Address: 7910 -e Fee Simple Titlehol er's Name (if other than owner): <� Address: ��.. Bonding Company: Address: Mortgage Lender: �/ Address: Architect/Engineer Name: - ERa'e- err FFi' Name of Company: -Pe rr Address Type of Permit Brief description of work: Const. Building AX004 lQ f (rrypq 11.,441 -- T City Sewer Electrical . ttG r t # of Plumbing (N e _ / G &e, Name of Company: 9 e I J2_ o Mechanical Building Feet Other panty Architect/Engineer Name: - ERa'e- err FFi' Name of Company: -Pe rr Address Type of Square Const. Occu- FPL lines City Sewer # of # of # of # of # of e _ / G &e, Name of Company: 9 e I J2_ o 1I Building Feet Type panty currently available Concrete / stories dwel- bed- water Valuation of work Fax: 32/,153- 9 3 (please under (IA, Classifica available to to serve Asphalt ling rooms closets (Copy of contreet xequtred) indicate as roof VB, -tion serve this this Parking units applicable) etc) ) (B,R1,R3 property? property? Spaces etc.) Yes/No Yes/No Commercial $ SFR Yea S $C00 Townhouse $ Apartment $ ondominiu $ her $ Architect/Engineer Name: - ERa'e- err FFi' Name of Company: -Pe rr Address f .f O_ State License No.: Phone (office): 321- 632 - 7(yjPhone (cell /pager.): Fax: Primary Contractor Name: Address: 2cl 4S' & Name f Com any: State License No.: hone (o ce): hone (ce11/ ager.): - Fax: -s3 Electrical Contractor Name: Address: e _ / G &e, Name of Company: 9 e I J2_ o G State License No.: EG G n00,7 ,/ 5 Phone (office): `324- irg_ 06 yPhone (cell/pager.): ` Fax: 37-1. Z5'- .iZ7 Plumbing Contractor Name: Address: 140 We_!54v e_e Dv2 Name of Company: ®F &W-rd &P5t Xlo'liae -rne_ F7, J20v y State License No.: GFG oifa 2 9g Phone (office):,ZJ- 9S /- 99D2 Phone (cell /pager.): Fax: Mechanical Contractor Name: _L-jfVpb Address: 2213 /{ am(s �G/e Name of Company: %lx�ecv 7�1 32935 A)Z- 4,1 State License No.: /A/ 76 7-5- Phone (office): 32/, Z.iS-743JPhone (cell/pager.): Fax: 32/,153- 9 3 Specialty /Other Contractor Name: Address: I/Y 3o �lcr!v�o� ?5 Bwo ov Name of Company: r5 -, Coin /e /beu✓H� y� 3Z �3q �+ N State License No.: &Q 333 Phone (office): ,321, 773_ ®3/a Phone (cell/pager.): Fax: 324- 773 ^�/3�° Ci:`,B1dg.Dept.Fonns \Building Permit Application Fcv. flay 16, 2012 M_ ij Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. The Building Code in effect at the time of this application is the Florida Building Code 2010 Edition. I understand that all permits require inspections as indicated and that it is the responsibility of the permit holder to notify the building department when ready for inspection(s). This permit application is valid for six months from date of submission. By signing, applicant affirms that all above is true and correct and that he /she is an authorized agent of the Contractor /Owner and has the authority to apply for this permit. *ALL OTHER APPLICABLE STATE OR FEDERAL PERMITS MUST BE OBTAINED P OR TO COMMENCEMENT* i Contractor's Nam Contractor's S' Date: Site Address: / At For Notary use only: State of Florida C,qunty of Bre � •d Sworn and subscribed before me this day of , 20 by 614,#19S 1119hi,1Z Printed name of App cant ho produced identificatio is personally known to me. en BARBARA N gp= �• MYCOAOrlISSION � EE 081731 — e blie D (PIRES:I06,2016 Seal: ,sows nw paw Uft"Mrs WWWWWAGM Signature - Notary Public At Large G:\B1dg.De1)tForms\ Building Permit Application Rev. May 16, 2012 This form may be duplicated. Building Permit Application Checklist Notes 'Completed Permit Application Current code edition: FL Bldg. Code 2010 (as revised) Current survey showing all proposed construction and landscaping Check with Bldg. Dept for setbacks Notarized signature — Owner/Builder Affidavit If owner is acting as contractor Sewer Impact Fee receipt May be deferred until C.O. Unless job is remodeling County Impact Fee receipt May be deferred until C.O. _Capital Expansion Impact Fee receipt Maybe deferred until C.O. Sidewalk Impact Fee receipt If sidewalk exists on lot Recorded Warranty Deed / Proof of Ownership Copy of Recorded Notice of Commencement over $2,500) Over $7,500 for Mechanical change-out Current Cert. Of Liability Ins./Worker's Comp. Policy / Exemption Record will be kept on file after initial submittal Community Appearance Board Approval For all work visible from Public Right -Of -Way Planning and Zoning Board Site Plan Approval For all new construction of four units or more ... Concurrency Forms For all new construction not part of approved site plan Primary Contractor's State License Record will be kept on file after initial submittal Subcontractor's State License Authorizations: Record will be kept on file after initial submittal Notify Building Department of contractor changes Plumbing Contractor Plumbing Contractor Electrical Contractor Electrical Contractor Mechanical Contractor Mechanical Contractor Roofing Contractor Roofing Contractor Swimming Pool Contractor -- Swimming Pool Contractor Gas Contractor Gas Contractor Specialty/Other Contractor Specialty/Other Contractor Construction Drawings: Per F.B.C. 104 Three sets of sealed construction drawings Per F.B.C. 104 Truss layout and reaction summary Cut sheets and shop drawings will be needed at time of msp. Electrical Load Calculations Plans must indicate person responsible for calculations Electrical Riser All new service must be located underground Plumbing Riser Plans must indicate person responsible for design A/C layout Plans must indicate person responsible for design Two sets of Energy Calculations Plans must indicate person responsible for calculations Lot Drainage Surve Four sets of Fire Su ression/S rinkler /Alarm specifications Requires Fire Dept. approval prior to issuance of permit Pool Barrier Requirement Form (signed) Pool permits will not be issued without barrier Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. The Building Code in effect at the time of this application is the Florida Building Code 2010 Edition. I understand that all permits require inspections as indicated and that it is the responsibility of the permit holder to notify the building department when ready for inspection(s). This permit application is valid for six months from date of submission. By signing, applicant affirms that all above is true and correct and that he /she is an authorized agent of the Contractor /Owner and has the authority to apply for this permit. *ALL OTHER APPLICABLE STATE OR FEDERAL PERMITS MUST BE OBTAINED P OR TO COMMENCEMENT* i Contractor's Nam Contractor's S' Date: Site Address: / At For Notary use only: State of Florida C,qunty of Bre � •d Sworn and subscribed before me this day of , 20 by 614,#19S 1119hi,1Z Printed name of App cant ho produced identificatio is personally known to me. en BARBARA N gp= �• MYCOAOrlISSION � EE 081731 — e blie D (PIRES:I06,2016 Seal: ,sows nw paw Uft"Mrs WWWWWAGM Signature - Notary Public At Large G:\B1dg.De1)tForms\ Building Permit Application Rev. May 16, 2012 This form may be duplicated. k! ate, F F aaurs,;' 4i -'�k r� asF€?tl ,s_�Ti aa� 'i 'II'4S .:.,;t°" a :gas ,+ :r.�, + ..s FJq y !fir +! -bi"��t. f'°, WA%,. +■ - �- '� - ° fie -s.= V p I ,+ :r.�, + ..s FJq y !fir +! -bi"��t. f'°, WA%,. +■ - �- '� - ° fie -s.= V p %9io F}c�n�� Per- -� /iy9a' ��,� W� qi � �, "° �l P�� Job Number U / M Lot/ Block Qty Subdivision Plans Address Customer Name ANDERSON Model /p 6910 Aurora Court Code Living Area Total Area Work being Performed U / M Model Description like 3 bed 2 bath Qty Total Plans ea $ - ea $ - Concrete Foundation ea $ 800.00 Framing Material ea 1 $ 2,000.00 Frame Labor SF 1 $ 3,000.00 Structural Wood Beams ea $ - Structural Hardware ea $ - Roof Trusses ea 1 $ 2,000.00 Glass Repair ea $ - Brick Pavers SF $ - Septic Systems ea $ - Well & Water Filter System ea $ - Drainage System ea $ - Concrete Drive CY Existing Miscellaneous Job Costs ea $ - Roofing Materials & Labor ea 1 $ 2,800.00 SQ $ - Entry Front Door ea $ - Interior Doors & Trim ea 1 $ 600.00 Door Hardware ea $ - SF 1 Finish Carpentry - Final SF $ 300.00 ea ea $ - Windows & Exterior Doors LS 1 $ 4,000.00 LS $ - ea $ - Stucco LS 1 $ 3,500.00 Painting 1st Draw SF 1 $ - Painting Final SF $ 1,250.00 Epoxy Garage Floor LF $ - Gutters & Downspouts LS 1 Insulation SF 1 $ 850.00 SF $ - Drywall LS 1 $ 3,300.00 Cabinets LS 1 $ 3,000.00 Cultured Marble Tops LS $ - Ceramic tile SF $ 600.00 Ceramic Tile - Sills LF 1 Flooring SF $ 1,000.00 Swimming Pool SY $ - Plumbing Cut Floors sY 1 Plumbing ea 1 $ 1,500.00 ea $ - ea $ - ea 1 Plumbing Fixture ea $ 500.00 HVAC Rough ea 1 $ 5,000.00 HVAC Final ea $ - Gas Piping ea $ - Electrical ea 1 $ 3,000.00 Appliances ea 1 $ 800.00 Total estimated Cost for this home Note: Above numbers includes buildiers profit 39,800.00 It FROM: Sharon R. Cahill -Ervin 335 Meridian Run Dr Cocoa, FL 32926 Telephone Number 321 - 636-5885 Fax Number. 321 -636 -5571 TO. Carmen Anderson 7910 Aurora Ct Cape Canaveral, FL 32920 Telephone Number. (202) 258 -4814 FaxNumimr. Alternate Number. E -Mail: candi20000 @aol.com INVOICE S7377 -15 1/23/2015 Internal Order #: S7377 -15 Lender Case ilk Client File #: Main File #onfonn: S7377 -15 Other File # on form: Federal Tax ID: EmployerlD: Lender. Carmen Anderson Client: Carmen Anderson PurChaeer/Borrower, Carmen Anderson PropertyAddraM 7910 Aurora Ct City: Cape Canaveral County: Brevard State: FL Zip: 32920 Legal Description: Lot 13 & vacated St on E, Block 24, Avon by the Sea, PB 3 PG 7 a < 12'AxsfrINT I 2055 /Interior Exterior PAID IN FULL - THANK YOU ChWk#:2031 Date: 0112 0/2 01 5 Description: Check A Date: Description: Check#: Dace: Description: 650.00 1 SUBTOTAL ; 650.00 650.00 1 SUBTOTAL ; 650.00 TOTAL DUE $ 0 Form NN5 — IftTOTAL° appraisal software by a la mode, inc. — 1.MALAMODE Sharon R. Cahill-Ervin Sharon R. Cahill -Ervin RESIDENTIAL APPRAISAL REPORT FilsNe! S7377 -15 RW DES I ®E NiIAL Form t,opyngmw� aui oy a ra mwa, nc. ms rwn may oe ra[aoaucw umriocu�ea wmrour wren panr�w, nowev�, a ut owe, mc. mus w acaromacgea 3/2007 . GPRES2 — °WInTOTAL° appraisal software by a la mode, Inc. —1- 800- AIAMODE Property Address: 7910 Aurora Ct C . Cape Canaveral State: FL Tip Code: 32920 r County: Brevard al Descri 'on: Lot 13 & vacated St on E Block 24 Avon b the Sea, PEI 3 PG 7 Assessor's Parcel #: 24- 37 -23-CG -00024.0- 0013.00 mTax Year. 2014 R.E. Taxes: $ 6,987.94 Special Assessments: $ Unknown Borrower V applicable): Carmen Anderson w Current Owner of Record: Carmen Anderson occupant Owner Tonant [I Vacant E] Manufactured Housing Pro act T : ❑ PUD Condominium ❑ Coo rative ❑ Other describe HOA: $ o.0o ❑ r ❑ r month Market Area Name: Cape Canaveral Map Reference: 37340 Census Tract 0685.02 The purpose of this appraisal is to develop an o inion of Market Value as defln , or U other type of value (describe) This report reflects the following value not Current, see comments): ❑ Current a Inspection Date is the Effective Date ® Retrospective ❑ Prospective t Approaches developed for this appraisal: N Sales Comparison Approach Cost Approach El Income Approach (See Reconciliation Comments and Scope of Work Properly Rights Appraised: N Fee Simple ❑ Leasehold ❑ Leased Fee ❑ Other describe z bonded Use: The intended use is to assist the client in estimating fair market value as of date of acquisition (10/3112014), and extracting out the contributory value of the detached cottage to the entire property. Sub'eet was inspected on exterior basis only on 01/21/2015. Q intended Use 0s) name Or : The Intended User of the appraisal report is the client No additional Intended Users are Identified by this appraiser. Client Carmen Anderson Address: 7910 Aurora Ct Cape Canaveral FL 32920 Appraiser. Sharon R. Cahill -Ervin MAA Address: 335 Meridian Run Dr. Cocoa FL 32926 Z n� g; Location: Urban Suburban LJ Rural But up: N Over 75% ❑ 25 -75% ❑ Under 25% Growth rate: ❑ Rapid N Stable ❑ Slow Property values: N Increasing ❑ Stable ❑ Declining Demand/supply: N Shortage ❑ In Balance ❑ Over Supply Marketing time: ❑ Under 3 Mos. N 3.6 Mos. ❑ Over 6 Mos. Predominant occupancy N Owner ❑ Tenant N Vacant (0-5 %) ❑ Vacant >5% One -Unit Housing PRICE AGE $(000) (yrs) 150K Low 0 Present Land Use One -Unit 72 % Change in Lend Use ❑ Not Likely ❑ Likely * N In Process *To: Vacant to 24 Unit 5 % MuIB-Unft 5 % 645K High 70 +- Comm'[ 15 % residentia/commercial 277K Prod 40 +- Vac Land 3%. o < Market Area Boundaries, Description, and Market Conditions (including support for the above characteristics and trends): The neighborhood is located north of SR 520, south of Port Canaveral/SR 528, between the Atlantic Ocean to the east and the Banana River to the west. The area is composed of Lu >- mbced uses of residential and commercial, and includes hotels /motels, restaurants and small shops typical of a beach resort area. It also includes the 2nd largest cruise port in Florida. All residential support amenities are located within a several mile radius and are easily accessible. The wide range of value is accepted in the local market, with no resistance noted; subject is valued above the high range of value, but the analysis did not include properties with 2 homes on site. No adverse factors were noted. A reasonable exposure time is 3 to 6 months for single family homes in general in the Cocoa Beach market area at this time. Market indicators are that median values have increased over the past year in this market, with a shortage of inventory at this time. Dimensions: 50'x230' Site Area: 11,500 Sq.Ft. =.26 acre Zoning Classification: R3 Description: Medium Density Resiential Zoning Compliance: ❑ Legal N Legal nonconforming grandfathere ❑ Illegal ❑ No zoning Are CC&Rs applicable? ❑ Yes N No Unknown Have the documents been reviewed? ❑ Yes No Ground Rent R applicable) $ ! Highest & Best Use as improved: N Present use, or ❑ Other use (explain) z; 0 Actual Use as of Effective Date: SFR with guest cottage Use as appraised in this report SFR with guest cottage Summary of Highest & Best Use: The highest and best use of the subject property is current use, single family residence with additional detached cottage. Per zoning regulations for Cape Canaveral, if the subject property were to be destroyed by a natural act, it could not be re -built as is, cr and any new structure would have to adhere eAsting zoning codes. a o Uj Utilities Public Other Provider/Descdption Electricity N ❑ FPL Gas ❑ N None Water N ❑ City of Cocoa Util Sanitary Sewer N ❑ City of cocoa Liu Storm Sewer [] N None Off -site Improvements Type Public Private Street Paved asphalt N ❑ Curb/Gutter None ❑ ❑ Sidewalk None ❑ ❑ Street Lights None 11 El Alley None ❑ ❑ Topography Mostly level S¢e Typical Shape Rectangular Drainage Appears adequate view Very Good /Ocean Other site elements: N Inside Lot ❑ Comer Lot ❑ Cul de Sac ❑ Underground Utilities ❑ Other descried FEMA S 'I Flood Hazard Area Z Yes Ll No FEMA Flood Zone AE FEMA Map # 12009CO363G FEMA Ma Date 03/17/2014 Site CemmefdS: deal public utility and drainage easements. No apparent adverse easements, encroachments or other adverse conditions were noted. Flood zone subject to elevation survey or flood certificate. Any site dimensions are subject to current survey. F w General Description # of Units 1 N Acc.Unit # of Stories 1 Type N Det ❑ Att ❑ Design (Style) Ranch N Existing ❑ Proposed ❑ Und.Cons. Actual Age (Yrs.) 52 years Effective Age (Yrs.) , 30 Years Exterior Description Foundation Conc.Slab Exterior Walls Frame /Stucco Roof Surface Barrel Tile Gutters & Dwnspts. Aluminum Window Type Horiz.Sliders ml/Screens Storm Shutt ers Other Screens Foundation Basement Slab Concrete Area None Sq. Ft Finished Entry Heating Type FWA Fuel Electric Crawl Space None % Basement None Cetiing Sump Pump ❑ Wags Dampness ❑ Floor Settlement None Obs. Outside Cooling Central Central Other None Infestation None Obs. g w u- Z Interior Description Floors Tile Wags Plaster/Drywall Tdm/Flnish wood Bath Floor Tile Bath Wainscot Tile Doors Raised Panel Appliances Refrigerator ❑ Range/Oven N Disposal ❑ Dishwasher N Fan/Hood ❑ Microwave N Washer/Dryer r Attic E] None Stairs ❑ Drop Stair ❑ Scuttle N Doorway ❑ Floor ❑ Heated ❑Pool Finished Amenities Rreplace(s) # 1 Woedstove(s) # Patio Brick Pavers Car Storage N None Garage # of cars ( Tot) Attach. _ Detach. Bit -In _ Carport Driveway x Extended Surface Concrete/Brick Deck Upper Deck Porch Cov Porch Fence Wood/Vinyl Other Sprinkler System g Finished area above grade contains: 4 Rooms 2 Bedrooms 2 Baths 1,160 Square Feet of Gross Living Area Above Grade a v Additional features: Covered entry porch: open patio & covered porch with brick pavers; upper wood deck; exterior laundry /utiltV room; detached 1 bedroom 1 bath guest cottage; file flooring granite countertops in both kitchens; etc. w q' Describe the condition of the property (Including physical, functional and ademal obsolescence): The subject is being appraised on a retrospective basis. The appraiser has gathered information from an appraisal dated 09/0512014. which included interior photos, and information provided by the owner in determining condition, improvements, etc. as of the effective date of this appraisal, 10/31/2014 (date of closing). An extraordinary assumption is being made that the condition at that time is as stated in all of the documents submitted. An exterior inspection was made by the undersigned appraiser on 01/21/2015, with the cottage already undergoing major renovations (see photos). Per owner updated kitchen, baths, windows, and appliances were made within the past year. The roof on the cottage was installed in 2002; roof on the main home age is unknown, but it is the same type and quality as on the cottage. RW DES I ®E NiIAL Form t,opyngmw� aui oy a ra mwa, nc. ms rwn may oe ra[aoaucw umriocu�ea wmrour wren panr�w, nowev�, a ut owe, mc. mus w acaromacgea 3/2007 . GPRES2 — °WInTOTAL° appraisal software by a la mode, Inc. —1- 800- AIAMODE RESIDENTIAL APPRAISAL REPORT Flip Na S7377-15 >W My research 0 did 0 did not reveal any prior sales or transfers of the subject property for the three years prior to the effective date of this appraisal. Data Source(s): Public Records C 1st Prior Subject Sale /Transfer Analysis of sala/transfer history and/or any current agreement of salMistlng: The subject has not transferred ownership within the previous 36 months. None of the comparable sales transferred ownership within the previous 12 HI Date: WPrice: months. W Source(s): H 2nd Prior Subject Sale/Transfer F Date: Plfce: Source(s): SALES COMPARISON APPROACH TO VALUE evelop4 LJ The Sales Com n Approach was not developed for this a sal. FEATURE I SUBJECT COMPARABLE SALE # 1 COMPARABLE SALE # 2 COMPARABLE SALE # 3 Address 7910 Aurora Ct Cape Canaveral FL 32920 9075 S Highway AlA Melbourne Beach FL 32951 9105 S HighwayAlA Melbourne Beach FL 32951 6825 S Highway AlA Melbourne Beach FL 32951 Priedmity, to Subject 35.74 miles S 35.78 miles S 31.61 miles S Sale Price $ 690,00 1 $ 549,000 $ 685,000 ::1$:: 575.0 Sale Pdce/GLA $ 594.83 / .fL $ 537.71 /N.11 $ 576.60 / .tL $ 428.46 /Sq.fL Data Sources PubReclAopralsal MLS#660845/Pub Records MLS#682319/Pub Records MLS#652585/Pub Records Verification Sources PubRec/A r /Own MLS /Public Records MLS/Public Records MLS /Public Records VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION + - $ Ad ust. DESCRIPTION + - $ Adjust. DESCRIPTION I + - $ Adjust. Sales or Financing Concessions N/A N/A Cash Norte known Conventional None known Cash None known Date of Saleffime N/A s08/13•c06/13 +44,000 s02114•oO1/14 +30,800 s12/12•c12/12 +63,300 Rilithts Appraised Fee Sim Is Fee Simple Fee Simple Fee Simple Location Avera a Avera a Average Average Site .26 ac .66 acres -50,000 .66 ac -50,0001.33 ac 0 View Ve Good /Ocean Ve Good /Ocean Very Good /Ocean Very Good /Ocean Design S le Ranch Ranch Ranch Ranch Quality of Construction A -GdN ates Av Less U ales +50,000 Av ess Updates +50, Av -GdN ates Age 52 ears 58 ears 0 38 years 0 43 years Condition A Good Avera a +10 000 Av Good +10.000 A Good Above Grade Total Bdrms Baths Total Bdrms Baft Total Bdrms Baths ToW Bdrms Baths Room Count Gross Living Area 4 2 2 4 2 1.1 +2,50 4 2 2.1 -2,500 5 3 2 0 1,160 S .t 1,021 S .fL +24,000 1 188 S .ft 0 1,342 .t -32,000 Basement & Finished Rooms Below Grade None Da on Mkt:Unk None Da on Mkt: 135 None Da on Mkt:53 None Da on Mtk:59 Functional Utility Average Average Avera a Average HeatNg/CreGn Central Air/Heat Central Air/Heat Central Air/Heat Central Air/Heat x Energy Efficient Items Standard Standard Standard Standard a, e/C rt Open Parking 1 Garage -7,500 2 Gana a -15,000 2 Garage -15,000 Porch/PdWOeck Porch/Deck/Patio Patio +2,00 Porches/Docks 0 Patio +2,000 Other Guest House 1/1 None +80,000 Guest t 1/1 None +80.000 Laund N4T Room Laund /Util' None +1,000 Laund /Utjl' None +1,00 p Rre lace Fire lace None +1,00 Fire lace None +1,000 W_ M Net Adjustment ® + ❑ - $ 157,000 ® + ❑ - $ 23,300 ®+ Is 100,300 Adjusted Sale Price of Comparables Net 28.6 %1 Gross 49.5 % $ 706,000 Net 3.4 % Gross 23.1 % $ 708,300 Net 17.4 Gross 33.8 % $ 675,300 �I ml Summary of Sales Comparison Approach A search was conducted for sales of homes most similar to the subject in age, living area, amenities and location on the Atlantic Ocean. Due to the lack of sales located in closer pro)dmty to the subject, or sold within the past year, the appraiser expanded both the time frame and the search area, to include the entire Brevard County beachfront market. This is common and typical and Brevard County, as the ocean is considered the "neighborhood., although the subject and all sales are located in distinctly different areas of the county, they would appeal overall to the same sector of the market due to the appeal of the oceanfront. The last oceanfront home more similar to subiect in living area that sold in the Cape Canaveral/Cocoa Beach market area found was in 2008, and did not have a quest cottage or apartment. Sale 1 sold 14 months ago; Sale 2 sold 4 months ago and Sale 3 sold 22 months ago. The appraiser expanded the time frame in order to extract out the contributory value of the quest cottage specifically, per Scope of Work. Of the data collected, 3 sales were demonstrated in the market grid. 1 sale has a guest cottage, and the other 1 do not. Adjustments were made for time of sale, based on analysis that indicated an average of .5% per month increase in oceanfront property value annualized. Other adjustments were made for differences in site size; quality; condition; parking and contributory value of amenities. Sale 3 had similar overall recent updates as compared to the subject; Sales 1 and 2 appeared to have updates from original, but nothing recent based on MLS data and photos. Line item adjustments were exceeded on all 3 sales, which resulted in excessive net and gross adiustments on Sales 1 and 3. In the final analysis, and based on available data, it appears that a reasonable added value to the property as a whole to the subject property for the quest cottage is $80,000. btdlcafed Value by Sales Compadson roach $ 700,000 m Copyright© 2007 by a la mode, Inc. This tam may be reproduced umnodfled wMW WU permfeft however, a la mode, Inc. must be aclmowledged and credhad. REST D E NTIAL Form GPRES2 — °WtrtTOTAV aooralsal software by a la mode. inc. —1- 800- ALAMODE 3/2007 Main File No. 57377 -15 Pa a #3 RESIDENTIAL APPRAISAL REPORT M.N.- c7g77-,r COST APPROACH TO VALUE develo The Cost Approach was not developed for this appraisal. Provide adequate information for replication of the following cost figures and calculations. Support for the opinion of site value (summary of comparable land sales or other methods for estimating site value): The cost approach is not considered reliable in homes more than one year old due to the degree of difficulty in estimating depreciation, and the main home is 52 years old; the cottage to the front is 57 years old. A search of vacant oceanfront residential lots was performed for properties from Cape Canaveral south to Melbourne Beach. There were 7 sites that could be considered comparable to the subiect that sold thru MLS from 01/01/2013- 10/31/2014; they ranged in site size from .29 to .86 acre, with waterfrontages ranging from 50' to 129'. The prices ranged from $330,000 to $725,000 (for the she with 129' of fronts e . The a raiser is estimating site value based on this data which is a Dart of the appraisers work file. = ESTNAATED REPRODUCTION OR REPLACEMENT COST NEW OPIMON OF SITE VALUE _...__._. .._._........_......__.._...._— _$ 400,000 Source of cost data: DWELLING S .Ft @ $ _ _$ o Ou rAN from cost service: Effective data of cost data S .11 @ $ _. _$ a Comments on Cost Approach (gross faring area calculations, depreciation, etc.): S -11 @ $ _ _$ C Living area calculations were based on information obtained from S .Ft @ $ _ _$ y aPpraisal Provided by contractor, and dated 09/05/2014, then S .Ft @ $ _... _$ V calculated by computer generated software. Note:The living area —. _$ calculations differ from information on public record for living area. It is Game/Carpott S .11 @ $ .. _$ common for the measured living area to differ from tax assessor records Total Estimate of Cost -New _ _$ in this market area. Less Physical Functional Extemal De reciation 1 1 =$ Depreciated Cost of improvements _. _$ "As-is" Value of Site Improvements _ _...__. -- _$ Estimated RematninoEconomicLife u' Years INDICATED VALUE BY COST APPROACH__.___..... —_.. —. _$ = INCOME APPROACH TO VALUE H develo 0 M The Income Approach was not developed for this appraisal. 4 Estimated Monthly Market Rent $ X Gross Rent Multiplier = $ Indicated Value by Income Approach ceSummary of Income Approach (including support for market rent and GRM): a Q W 2 O E7 ZI T PROJECT INFORMATION FOR PUDs if applicable) The Sub ect is pan of a Planned Unit Development. Leal Name of Project o Describe common elements and recreational facile: C CL. Indicated Value by, .Sales Comparison A roach $ 700,000 Cost Approach H develo $ Income Approach developed) $ Fmal ReconcTiation The income approach was not provided as there were no rentals located of similar type properties. There were a number of 1 bedroom /1 bath condo /apt units found with monthly rentals ranging from $750 to $1200 per month, which does not represent seasonal rentals which may be much higher. The cost approach does not apply to home more than one year old due to the degree of difficulty in estimating z de reciation; the subject buildings are 52 -57 years old. The market approach is considered the most reliable indicator of value, with all sales a- demonstrated su000rtive of the final value conclusion. g This appraisal is made ® "as is ", ❑ subject to completion per plans and specifications on the basis of a Hypothetical Condition that the Improvements have been completed, ❑ subject to the following repairs or alterations on the basis of a Hypothetical Condition that the repairs or alterations have been completed, ❑ subject to othe following required Inspection based on the Extraordinary Assumption that the condition or deficiency does not require alteration or repair. v w This report is also subject to other Hypothetical Conditions anti /or Extraordinary Assumptions as specified in the attached addenda Based on the degree of inspection of the subject property, as indicated below, defined Scope of Work, Statement of Assumptions and Limiting Conditions, and Appraiser s Certifications, my (our) Opinion of the Market Value (or other specified value type), as defined heroin, of the real property that is the subject of this report is: $ 700,000 as of: 10/31/2014 which Is the effective date of this appWSW. If indicted above, this Opinion of Value is subject to Hypothetical Conditions and /or Extraordinary Assumptions included in this report See attache! addenda. F A hue and complete copy of this report contains 18 pages, including exhibits which are considered an integral part of the report. This appraisal report may not be m properly understood without reference to the Information contained In the complete report. 2 Attached Exhibits: v ® Scope of Work ® Limiting CondJCertMcations ❑ Narrative Addendum ® Photograph Addenda ® Sketch Addendum ® Map Addenda ❑ Additional Sales ❑ Cost Addendum ®Fload Addendum ❑ Manuf. House Addendum •c ❑ HvDirthetical Conditions ® Extraordinary Assumptions ❑ ❑ ❑ Client Contact: Client Name: Carmen Anderson E -Mail: Address: 7910 Aurora Ct Cape Canaveral FL 32920 APPRAISER SUPERVISORY APPRAISER (if required) or CO- APPRAISER (if applicable) Supervisory or Q Appraiser Name: Sharon R. Cahill- Ervin, MAA Co- Appraiser Name: Company. Company: Phone: (321) 636 -5885 Fax: (321) 636 -5571 Phone: Fax: ro E -Mail: src@cahiilappraisal.com E -Mall: Date of Report (Signature): 01/23/2015 Date of Report (Signature): License or Certification #: Cert Res RD1062 State: FL License or Certification #: State: Designation: Designation: Expiration Date of License or Certification: 11130/2016 Expiration Date of Ucense or Certification: Inspection of Subject: ❑ Interior & Exterior ® Exterior Only ❑ None Inspection of Subject ❑ Interior & Exterlor ❑ Exterior Only ❑ None Date of Inspection: 01/21/2015 Date of Inspection: m Copydghd@ 2007 by a la mode, inc. This form may be reaoduced umnodrned wftA wraim pamIii9m. humir. a la mode. Inc. must he ackmWedged and erediled. RESI DEIiIYIAL Form GPRES2 — WnTOTAL° appraisal software by a la mode, tnc. — 1 -800-ALAMODE 312007 Suoolemental Addendum Fla Nn A7377 -15 Borrower Carmen Anderson Prowly Address 7910 Aurora Ct CRY Cape Canaveral County Brevard State FL Tip Code 32920 Client Carmen Anderson NU i t: It should De noted that this appraisal is not a building inspection. The appraiser only performed a visual inspection othee subject property in readily accessible areas, and the appraisal cannot be relied upon to disclose conditions and /or defects in the property. It should also be noted that if a borrower or third party receives a copy of this appraisal, it does not mean the borrower or third party is an Intended User as defined In the URAR form. CONDITIONS OF APPRAISAL: No liability assumed for the structural mechanical elements of the subject property. Appraisal complies with USPAP and assignment is not based on requested minimum/maximum valuation, specific value or approval of loan. The reliability of the appraisal report is limited to the final value conclusion but not individual line Rem entries as they are used as intermediate steps in arriving at the final value conclusion. This report contains a digital signature. It complies with all federal and industry standards for a secure signature. Only the appraiser can enter this signature. Its inclusion in this report signifies that the appraiser approves the signature. It should be regarded as an "original" signature as the appraiser has sole control over its use. COMMENTS ON SUBJECT LIVING AREA: The subject property was measured by the undersigned appraiser, and are based on ANSI standards. The above-grade finished square footage of a house is the sum of finished areas on levels that are entirely above grade. The below -grade finished square footage of a house is the sum of finished areas on levels that are wholly or partly below grade. The subject property has no below -grade areas. COMMENTS ON INCOME AND COST APPROACH: The income approach was not considered as most homes of this type are typically purchased for owner occupancy rather than income production.The cost approachwas not included as is not considered reliable in properties that are more than one year old due to the difficulty in estimating depreciation. The market approach is considered the most reliable indicator of value in this appraisal. COMMENTS ON SALES COMPARISION APPROACH: The sales comparision approach is based in part on the priciple of substituion which hold that "...the value of a property tends to be set by the price that would be paid to acquire a substitute property of similar utility and desirability..." (Appraisal Institute, The Appraisal of Real Estate, 13th Edition (Chicago, Illinois, 008) pp 298 -299) SCOPE OF WORK: The assignment for this appraisal was to specifically extract the contributory value of the guest cottage to the entire property. The appraiser searched both MLS and public records for current sales within the past year in the subject neighborhood which would appeal to the same sector of the market. In addition, an analysis was made of active, pending and contingent sales which also met the criteria. Both the interior and exterior were viewed, with photographs attached, and the subject was measured by the undersigned appraiser. PRIOR SERVICES DISCLOSURE: I have performed no previous appraisal assignment, or any other services as an appraiser or any other capacity, regarding the property that is the subject of this report within the three year period immediately preceding acceptance of this agreement. REASONABLE EXPOSURE TIME: A reasonable exposure time for the subject property is 3 to 6 months, if marketed at a fair market value. EXTRAORDINARY ASSUMPTIONS: The appraisal is being made on a retrospective basis, and the appraiser is making an extraordinary assumption that the subject property conditions were as noted as of the effective date of the appraisal, October 31, 2014. The extraordinary assumption is being made based on a copy of an appraisal dated September 5, 2014, and other information provided by the owner /client, especially as to the condition of the guest cottage, which has now been totally gutted and is undergoing renovation. NOTE REGARDING SUBJECT PROPERTY ADDRESS: The address for the guest cottage is reported to be 7812 Aurora Ct., the main home Is 7910 Aurora Ct., which is the subject property address referred to In this report. Signature ---,e•ubi�1 Name Sharon R. Cahill- Ervin, MAA Date Signed 01/23/2015 State Certification # Cert Res RD1062 State FL Or State License # State Signature Name Date Signal State Certilicat on # State Or State License # State Form TADD2 — 'MTOTAL° appraisal software by a la mode, inc. —1- 800- ALAMODE Building Sketch Borrower Carmen Anderson Property Address 7910 Aurora Ct Cfty Cape Canaveral County Brevard State FL Zip Code 32920 Client Carmen Anderson 8' 18' 19' Upper Cov Open Deck Porch Patio 37' (Y� 18' Bedroom 10 Living Room Batts N rn Kitchen Bedroom Dining 3� Bath A 34' Laundry/ Cov 00 Utility Ent ao 12' 7.5' Sketch M' APB S'�ch vS SO ttlad° Con ww: AREA CALCULATIONS SUMMARY Code Description Netaize NdToteis Mai First Floor 1160.00 1160.00 P/P Cov Entry 60.00 Brick Paver Patio 228.00 Cov Porch /Pavers 216.00 Doper Deck 307.00 811.00 OT8 Iaundry/Utility Room 96.00 Detached Cottage 700.00 796.00 Net LIVABLE Area (rounded) 1160 Oceanfront Home 20' Bedroom Bath Lnn Detached Cottage Kitchen Located street -side Living Room LIVING AREA BREAKDOWN Breakdown Subtohats First Floor 34.0 a 8.0 72.00 24.0 a 37.0 888.00 2 Items (rounded) 1 1160 Form SKT.BldSId — WOW appraisal software by a la mode, inc. —1- 800 - ALAMODE Subject Plat Map Borrower Carmen Anderson Pro Address 7910 Aurora Ct C CaDe Canaveral County Brevard State FL Ap Code 32920 Client Carmen Anderson d A T i 2 t r :D 12 15 111 1A 14 1 < ADA 1.01 3 4 6 12 14 0 19 1D ilia 1S 14, ' 4 3 A T S 1 4 S S 1 4 13' 1S A 8 10 4 a. 2.01 1A T 10 `fild)L AV .0 S 3A1 T 10 1r 0 0 3 1 4 .01 � 10 s 3. 1 13 tlSd�!N 261 Form MAP.PLAT — tlVhTOTAV appraisal software by a la mole, inc. — 1- 80ALAMODE i,. i i. jl j A y: �I Form MAP.PLAT — tlVhTOTAV appraisal software by a la mole, inc. — 1- 80ALAMODE Subject Photo Page - as of 01/21/2015 Borrower Carmen Anderson Property Address 7910 Aurora Ct city Cape Canaveral County Brevard State FL Zip Code 32920 Client Carmen Anderson Subject Front - Main House 7910 Aurora Ct Sales Price 690,000 Gross Living Area 1,160 Total Rooms 4 Total Bedrooms 2 Total Bathrooms 2 Location Average View Very Good /Ocean Site .26 ac Quality Avg -Gd /Updates Age 52 years Subject Rear - Main House Ocean View from Main House Form PICPD(.SR — VinTOTAL' appraisal software by a la mode, inc. —1- 800 - ALAMODE Main File No. S7377 -15 Pa e #7 Subject Aerial Map Borrower Carmen Anderson Property Address 7910 Aurora Ct Ci Cape Canaveral County Brevard State FL Zip Code 32920 Client Carmen Anderson N N �►. H t)r � lIL _. ". V. Subject Nlj�ity Det cotta" A 24-37-23-CG-00024.0-0013.0 Form MAP.PLAT — °WinTOTAU appraisal software by a la mode, inc. —1- 800 - ALAMODE f °" I Main File No. S7377-151 Pa e #8 Flood Map Borrower Carmen Anderson Property Address 7910 Aurora Ct city Cape Canaveral County Brevard State FL Zip Code 32920 Client Carmen Anderson Form MAP.FLOOD — "WinTOTAL" appraisal software by a la mode, inc. —1- 800 - ALAMODE Prepared . InterFlood Sharon R. Cahill-Ervin ,a, ... com o 1-800-252-6633 r fir (1 IN t =4 � 4 '`ill /A. = f�aq�' ■. j v Ji;4 r, wa rca 1 �.� k ii � � '� 3:.. ,A: Ilk •.. I- 1. i9l ,.,-- - i 1 r- :gin - s � i k (1 1 y3d}_ At, r OUit Form MAP.FLOOD — "WinTOTAL" appraisal software by a la mode, inc. —1- 800 - ALAMODE Borrower Carmen Anderson Property Address 7910 Aurora Ct City Cape Canaveral County Brevard State FL Zip Code 32920 Client Carmen Anderson Main House Right /South Side 7910 Aurora Ct Sales Price 690,000 Gross Living Area 1,160 Total Rooms 4 Total Bedrooms 2 Total Bathrooms 2 Location Average View Very Good /Ocean Site .26 ac Quality Avg -Gd /Updates Age 52 years Main House Left/North Side Cottage - Street View Form PICPIX.SR — "WinTOTAr appraisal software by a la mode, inc. —1- 800 - ALAMODE Note: Cottage is in the process of total renovation and addition, and not in the same condition as of effective date of appraisal. Main File No. S7377 -15 Pa a #11 Subject Photo Page - as of 01/21/2015 Borrower Carmen Anderson Property Address 7910 Aurora Ct city Cape Canaveral County Brevard State FL Zip Code 32920 Client Carmen Anderson Cottage - Front 7910 Aurora Ct Sales Price 690,000 Gross Living Area 1,160 Total Rooms 4 Total Bedrooms 2 Total Bathrooms 2 Location Average View Very Good /Ocear Site 26 ac Quality Avg -Gd /Updates Age 52 years Note: Cottage is in the process of total renovation and addition, and not in the same condition as of effective date of appraisal. Interior of Cottage Note: Cottage is in the process of tota I renovation and addition, and not in the same condition as of effective date of appraisal. Subject Street /North Form PICPD(.SR — 'WinTOTAL° appraisal software by a la mode, inc. —1- 800 - ALAMODE Comparable Sales Map Borrower Carmen Anderson Propeq Address 7910 Aurora Ct C4 Cape Canaveral County Brevard State FL Zip Code 32920 Client Carmen Anderson Uax rill � ua TitusvilleaMxiO f, haa„ 1l5kLd�P� n.l.: P.,.e.. ..mriw +1'3f»�s Cemw V J 0 791z Ct caacana - - ei9a,�,. w,a„a� Iternn 3 wh < Rockledye _ JiVol at a Swt ^. Pat�ii� Snte! %rte Marh d an Na•boor Lkv.F Mdgla�+nc West Meltioume Melboume N P E v Melbourn &ac^ 6825 Navy AIA 71.61 mll. 6 Is Palm Bry s,e r.•at,ba: �. Comparable M 3 9075 HIgMa7 AIA se . D 35.79 no 8 Comparable i 3 cram- valkarla 9105 Highway AIA 3578 e04ss 6 Kenurtiae � _ M, co Mirt" 6edes b;n Form MAP.LOC — VinTOTAL" appraisal software by a la mode, inc. — 1 -800-ALAMODE Comparable Photo Page Borrower Carmen Anderson Property Address 7910 Aurora Ct cily Cape Canaveral County Brevard State FL Zip Code 32920 Client Carmen Anderson Comparable 1 9075 S Highway AtA Prox. to Subject 35.74 miles S Sales Price 549,000 Gross Living Area 1,021 Total Rooms 4 Total Bedrooms 2 Total Bathrooms 1.1 Location Average View Very Good /Ocean Site .66 acres Quality Avg /Less Updates Age 58 years Photo from MLS archives Comparable 2 9105 S HighwayA1A Prox. to Subject 35.78 miles S Sales Price 685,000 Gross Living Area 1,188 Total Rooms 4 Total Bedrooms 2 Total Bathrooms 2.1 Location Average View Very Good /Ocean Site .66 ac Quality Avg /Less Updates Age 38 years Photo from MILS archives Comparable 3 6825 S Highway Al Prox. to Subject 31.61 miles S Sales Price 575,000 Gross Living Area 1,342 Total Rooms 5 Total Bedrooms 3 Total Bathrooms 2 Location Average View Very Good /Ocean Site .33 ac Quality Avg -Gd /Updates Age 43 years Form PICPD(.CR — "VVinTOTAU appraisal software by a la mode, inc. —1- 800 - ALAMODE Photo from BCPAO Main File No. S7377 -15 Pa a #14 Borrower Carmen Anderson He No. S7377 -15 Property Address 7910 Aurora Ct City CaDe Canaveral County Brevard State FL Zip Code 32920 Client Carmen Anderson APPRAISAL AND REPORT IDENTIFICATION This Report Is = of the following types: ® Appraisal Report (A written report prepared under Standards Rule 2 -2(a) , pursuant to the Scope of Work, as disclosed elsewhere in this report.) ❑ Restricted (A written report prepared under Standards Rule 2 -2(b) , pursuant to the Scope of Work, as disclosed elsewhere in this report, Appraisal Report restricted to the slated intended use by the specified client or intended user.) Comments on Standards Rule 2 -3 1 certify that to the best of my knowledge and ballet. — The statements of fact contained In this report are true and correct — The reported analyses, opinions, and conclusions are limited only by the reported assumptions and ihmiting conditions and are my personal, bnparK and unbiased professional analyses, opinions, and conclusions. — Unless otherwise Indicated, I have no present or prospective Interest in the property that is the subject of this report and no personal interest with respect to the parties Involved. — Unless otherwise indicated, I have performed no services, as an appraiser or in any other capacity, regarding the property that Is the subject of this report within the three -year period immediately preceding acceptance of this assignment — I have no bias with respect to the property that is the subject of this report or the parties involved with this assignment — My engagement In this assignment was not contingent upon developing or reporting predetermined results. — My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion, the attaohmerd of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. — My analyses, opinions, and conclusions were developed, and this report has been prepared, In conformity with the Uniform Standards of Professional Appraisal Practice that were In effect at the time this report was prepared. — Unless otherwise indicated, I have made a personal inspection of the property that is the subject of this report — Unless otherwise indicated, no one provided significant real property appraisal assistance to the person(s) signing this certification M there are exceptions, the name of each mdhridual providing significant real property appraisal assistance is stated elsewhere in this report). Reasonable Exposure Time (USPAP defines Exposure Time as the estimated length of time that the property interest being appraised would have been offered on the market prior to the hypothetical consummation of a sale at market value on the effective date of the appraisal.) My Opinion of Reasonable EVosure Tim for the Subject property at the marluit value slated in this report is: 3-6 months Comments on Appraisal and Report Identification Note any USPAP - related Issues requiring disclosure and any slate mandated requirements: APPRAISER: SUPERVISORY or CO- APPRAISER (U applicable): r Signature: "' /" � Signature: Name: Sharon R. Cahill -Ervin, MAA Name: State Cerffication #: Cent Res RD1062 State Certification #: or State License #: or State License #: State: FL Expiration Date of Certification or Ucense: 11/30/2016 Stale: _ Expiration Date of Certification or Ucense: Date of Signature and Report 01/23/2015 Date of Signature., Effective Date of Appraisal: 10/31 /2014 Inspection of Subject: ❑ None LJ Interior and Exterior X Exterior -Only Inspection of Subject: ❑ None ❑ Ixderior and Exterior ❑ E>dedor -Only Date of Inspection (ff applicable): 01/21/2015 Date of Inspection T applicable): Forth ID14E — 9NhhTOW appraisal software by a Is mode, Inc. — 1- MALAMODE Assumptions, Limiting Conditions & Scope of Work McNo.: S7377 -15 MRESIDENTIAL licpynOmU Z oy a m mom, mc. In13 om may ae Wmucea manmmm wmnun mwzn pwwwm, numm, e a mma, mc. nmu w awuawnwyai viu ciaueu. Fonn GPRES2AD — °WinTOTAV appraisal software by a la mDde, inc. —1- 800- ALAMODE 3/2007 Pro Address: 7910 Aurora Ct CRT, Cape Canaveral State: FL 21p Code: 32920 Client Carmen Anderson Address: 7910 Aurora Ct Cape Canaveral FL 32920 A taker'. Sharon R. Cahill -Ervin MAA Address: 335 Meridian Run Dr Cocoa FL 32926 STATEMENT OF ASSUMPTIONS & LIMITING CONDITIONS — The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to ft. The appraiser assumes that the title is good and marketable and, therefore, will not render any opinions about the title. The property is appraised on the basis of ft being under responsible ownership. — The appraiser may have provided a sketch in the appraisal report to show approximate dimensions of the improvements, and any such sketch is included only to assist the reader of the report in visualizing the property and understanding the appraiser's determination of its size. Unless otherwise indicated, a Land Survey was not performed. — If so indicated, the appraiser has examined the available flood maps that are provided by the Federal Emergency Management Agency (or other data sources) and has noted in the appraisal report whether the subject site Is located in an identified Special Flood Hazard Area. Because the appraiser is not a surveyor, he or she makes no guarantees, express or implied, regarding this determination. — The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question, unless specific arrangements to do so have been made beforehand. — If the cost approach is included in this appraisal, the appraiser has estimated the value of the land in the cost approach at its highest and best use, and the improvements at their contributory value. These separate valuations of the land and Improvements must not be used in conjunction with any other appraisal and are invalid If they are so used. Unless otherwise specifically indicated, the cost approach value is not an insurance value, and should not be used as such. — The appraiser has noted in the appraisal report any adverse conditions (Including, but not limited to, needed repairs, depreciation, the presence of hazardous wastes, toxic substances, etc.) observed during the Inspection of the subject property, or that he or she became aware of during the normal research involved in performing the appraisal. Unless otherwise stated in the appraisal report, the appraiser has no knowledge of any hidden or unapparent conditions of the property, or adverse environmental conditions (including, but not limited to, the presence of hazardous wastes, toxic substances, etc.) that would make the property more or less valuable, and has assumed that there are no such conditions and makes no guarantees or warranties, express or implied, regarding the condition of the property. The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist. Because the appraiser is not an expert in the field of environmental hazards, the appraisal report must not be considered as an environmental assessment of the property. — The appraiser obtained the information, estimates, and opinions that were expressed in the appraisal report from sources that he or she considers to be reliable and believes them to be true and correct. The appraiser does not assume responsibility for the accuracy of such items that were furnished by other parties. — The appraiser will not disclose the contents of the appraisal report except as provided for in the Uniform Standards of Professional Appraisal Practice, and any applicable federal, state or local laws. — If this appraisal is indicated as subject to satisfactory completion, repairs, or alterations, the appraiser has based his or her appraisal report and valuation conclusion on the assumption that completion of the improvements will be performed in a workmanlike manner. — An appraiser's client is the party (or parties) who engage an appraiser in a specific assignment. Any other party acquiring this report from the client does not become a party to the appraiser - client relationship. Any persons receiving this appraisal report because of disclosure requirements applicable to the appraiser's client do not become intended users of this report unless specifically identified by the client at the time of the assignment. — The appraiser's written consent and approval must be obtained before this appraisal report can be conveyed by anyone to the public, through advertising, public relations, news, sales, or by means of any other media, or by its inclusion in a private or public database. — An appraisal of real property is not a 'home inspection' and should not be construed as such. As part of the valuation process, the appraiser performs a non - invasive visual inventory that is not intended to reveal defects or detrimental conditions that are not readily apparent. The presence of such conditions or defects could adversely affect the appraiser's opinion of value. Clients with concerns about such potential negative factors are encouraged to engage the appropriate type of expert to Investigate. The Scope of Work is the type and extent of research and analyses performed in an appraisal assignment that is required to produce credible assignment results, given the nature of the appraisal problem, the specific requirements of the Intended user(s) and the Intended use of the appraisal report. Reliance upon this report, regardless of how acquired, by any party or for any use, other than those specified in this report by the Appraiser, is prohibited. The Opinion of Value that is the conclusion of this report Is credible only within the context of the Scope of Work, Effective Date, the Date of Report, the Intended User(s), the Intended Use, the stated Assumptions and Limiting Conditions, any Hypothetical Conditions and /or Extraordinary Assumptions, and the Type of Value, as defined herein. The appraiser, appraisal firm, and related parties assume no obligation, liability, or accountability, and will not be responsible for any unauthorized use of this report or its conclusions. Additional Comments (Scope of Work, Extraordinary Assumptions, Hypothetical Conditions, etc.): MRESIDENTIAL licpynOmU Z oy a m mom, mc. In13 om may ae Wmucea manmmm wmnun mwzn pwwwm, numm, e a mma, mc. nmu w awuawnwyai viu ciaueu. Fonn GPRES2AD — °WinTOTAV appraisal software by a la mDde, inc. —1- 800- ALAMODE 3/2007 Certifications Me No.: S7377 -15 1e101W 1W by a la mode, Inc. This form may be mpmducea umnomfiM wffW Wien pormisft, however, a la male, Inc. must be aclWWIMged ana cm=' RESIDENTIAL Form GPRES2AD — '1NInTOTAL° appraisal software by a la mode, Inc. — 1- 000-ALAMODE 3(2007 Pro Address: 7910 Aurora Ct City. Cape Canaveral State. FL Tip Code: 32920 Client: Carmen Anderson Address: 7910 Aurora Ct Cape Canaveral FL 32920 A raiser. Sharon R. Cahill -Ervin MAA Address: 335 Meridian Run Dr Cocoa FL 32926 APPRAISER'S CERTIFICATION I certify that to the best of my knowledge and belief: — The statements of fact contained in this report are true and correct. — The credibility of this report, for the stated use by the stated user(s), of the reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, impartial, and unbiased professional analyses, opinions, and conclusions. — I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties Involved. — Unless otherwise indicated, I have performed no services, as an appraiser or in any other capacity, regarding the property that is the subject of this report within the three -year period immediately preceding acceptance of this assignment. — I have no bias with respect to the property that is the subject of this report or to the parties involved with this assignment. — My engagement in this assignment was not contingent upon developing or reporting predetermined results. — My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction In value that favors the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. — My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice that were in effect at the time this report was prepared. — I did not base, either partially or completely, my analysis and/or the opinion of value in the appraisal report on the race, color, religion, sex, handicap, familial status, or national origin of either the prospective owners or occupants of the subject property, or of the present owners or occupants of the properties in the vicinity of the subject property. — Unless otherwise indicated, I have made a personal inspection of the property that is the subject of this report. — Unless otherwise indicated, no one provided significant real property appraisal assistance to the person(s) signing this certification. Additional Certifications: DEFINITION OF MARKET VALUE *: Market value means the most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller each acting prudently and knowledgeably, and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: 1. Buyer and seller are typically motivated; 2. Both parties are well informed or well advised and acting in what they consider their own best interests; 3. A reasonable time is allowed for exposure in the open market; 4. Payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto; and 5. The price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions granted by anyone associated with the sale. * This definition is from regulations published by federal regulatory agencies pursuant to Title A of the Financial Institutions Reform, Recovery, and Enforcement Act (HRREA) of 1989 between July 5, 1990, and August 24, 1990, by the Federal Reserve System (FRS), National Credit Union Administration (NCUA), Federal Deposit Insurance Corporation (FDIC), the Office of Thrift Supervision (OTS), and the Office of Comptroller of the Currency (OCC). This definition is also referenced in regulations jointly published by the OCC, OTS, FRS, and FDIC on June 7, 1994, and in the Interagency Appraisal and Evaluation Guidelines, dated October 27, 1994. Client Contact: Client Name: Carmen Anderson E -Mail: Address: 7910 Aurora Ct Cape Canaveral FL 32920 APPRAISER SUPERVISORY APPRAISER (if required) or CO- APPRAISER (if applicable) w Supervisory a Appraiser Name: Sharon R. Cahill- Ervin, MAA or Co- Appraiser Name: Company: Company: Phone: (321) 636 -5885 Fax: (321) 636 -5571 Phone: Fax: US E -MN7: s_rc@cahillappraisal.com E -Mall: Date Report Signed: 01/23/2015 Date Report Signed: License or Certification #: Cart Res RD 1062 State: FL License or Certification #: State: Designation: Designation: Expiration Date of License or Certification: 11/30/2016 Expiration Date of license or CertOcaton: Inspection of Subject: ❑ Interior & Exterior ® Extador Only ❑ None Inspection of Subject: ❑ Interior & Ddedor ❑ Exterior Only ❑ None Date of Inspection: 01/21/2015 Date of Inspection: 1e101W 1W by a la mode, Inc. This form may be mpmducea umnomfiM wffW Wien pormisft, however, a la male, Inc. must be aclWWIMged ana cm=' RESIDENTIAL Form GPRES2AD — '1NInTOTAL° appraisal software by a la mode, Inc. — 1- 000-ALAMODE 3(2007 Appraiser License Borrower Carmen Anderson Pro Address 7910 Aurora Ct Cfty Cape Canaveral County Brevard State FL BP Code 32920 Cnent Carmen Anderson RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION FLORIDA REAL ESTATE APPRAISAL BD F01062 t . The CERTIFIED RESIDENTIAL APPRAISER Nand below IS CERTIFIED Under the provisions of Chapter 475 FS. Expiration date: NOV 30, 2016 o .a CAHILL ERVIN, SHARON R 335 MERIDIAN RUN DR _ — COCOA FL 32926 MUEO: aeae17014 DISPLAY AS REQUIRED BY LAW SEn9 1.1408280805044 Form SCNLGH — °W'mTOW appraisal software by a la mode, Inc. — 1- 8MALAMODE Sharon R. Cahill-Ervin Main File No. 57377 -15 Pa a #18 PRIVACY NOTICE Pursuant to the Gramm - Leach - Bliley Act of 1999, effective July 1, 2001, Appraisers, along with all providers of personal financial services are now required by federal law to Inform their clients of the policies of the firm with regard to the privacy of client nonpublic personal Information. As professionals, we understand that your privacy Is very Important to you and are pleased to provide you with this Information. Types of Nonpublic Personal Information We Collect In the course of performing appraisals, we may collect what is known as "nonpublic personal information" about you. This information is used to facilitate the services that we provide to you and may include the information provided to us by you directly or received by us from others with your authorization. Parties to Whom We Disclose Information We do not disclose any nonpublic personal information obtained in the course of our engagement with our clients to nonaffiliated third parties, except as necessary or as required by law. By way of example, a necessary disclosure would be to our employees, and in certain situations, to unrelated third party consultants who need to know that information to assist us in providing appraisal services to you. All of our employees and any third party consultants we employ are informed that any information they see as part of an appraisal assignment is to be maintained in strict confidence within the firm. A disclosure required by law would be a disclosure by us that is ordered by a court of competent jurisdiction with regard to a legal action to which you are a party. Confidentiality and Security We will retain records relating to professional services that we have provided to you for a reasonable time so that we are better able to assist you with your needs. In order to protect your nonpublic personal information from unauthorized access by third parties, we maintain physical, electronic and procedural safeguards that comply with our professional standards to insure the security and integrity of your information. Please feel free to call us any time if you have any questions about the confidentiality of the information that you provide to us. Form PRV_LG — VhTOTAV appraisal software by a la mode, fnc. —1- 800- ALAMODE LEGAL DESCRIPTION: LOT 13, BLOCK 24, AVON —BY— THE —SEA, PER PLAT THEREOF, RECORDED IN PLAT BOOK 3, PAGE 7 OF THE PUBLIC RECORDS OF BREVARD COUNTY FLORIDA. AT`ANT,C 0 S1 >a CE,% 46 Og »yY s.. 0 a vt 0J 4 5� v LOT 12 BLOCK 24 Drawn by: SEK Scale: 1 " =30' Date: 9/4/14 FB /PG 02/40 Project # 140123 DATE age dustries, Inc. urvtVing Division 965 Arabella Lane, Cocoa, Florlda 32927 foe 3ft- 29$-4989 Mobile 321- 684 -ooi Lim B3tm No a 0 P LOT 14 BLOCK 24 ei, GRAPHIC SCALE 0 15 0 30 ( IN FEET ) I inch = 30 ft. LEGEND: ® Found Iron Rod & Cap No Identification �j Found 4 "x4" Concrete. Monument No Identification Power Pole O Well P. U. D. E. Public Utility and Drainage Easement Denotes concrete SURVEY NOTES 1. THE INTENDED PURPOSE OF THIS SURVEY IS FOR BOUNDARY INFORMATION AND IMPROVEMENTS ONLY, AS SHOWN HEREON. 2. THE UNDERSIGNED SURVEYOR HAS NOT BEEN PROVIDED A CURRENT TITLE OPINION OR ABSTRACT OF MATTERS AFFECTING TITLE OR BOUNDARY TO THE SUBJECT PROPERTY. IT IS POSSIBLE THAT THERE ARE DOCUMENTS OF RECORD. UNRECORDED DEEDS, EASEMENTS OR OTHER INSTRUMENTS THAT COULD AFFECT THE BOUNDARIES TO THE SUBJECT PROPERTY. 3. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. 4. THIS SURVEY MEETS OR EXCEEDS THE MINIMAL HORIZONTAL CONTROL ACCURACY OF 1:7500 FOR A SUBURBAN SURVEY. 5. MW.DUREMENTS SHOWN HEREON ARE EXPRESSED IN FEET AND DECIMAL PARTS THEREOF. 6. DIMENSIONS TAKEN ARE AT THE EXPOSED AREAS OF IMPROVEMENTS, UNDERGROUND FOOTERS, FOUNDATIONS, UTILITIES OR OTHER SUBSURFACE STRUCTURES ARE NOT LOCATED FOR THE PURPOSE OF THIS SURVEY. 7. BEARINGS ARE REFERENCED TO THE NORTH RIGHT OF WAY LINE OF THE SUBJECT PROPERTY AS BEING EAST. 8. GAGE INDUSTRIES, INC., RESERVES THE RIGHT TO UTILIZE ANY AND ALL INFORMATION OBTAINED IN THE PREPARATION OF THIS SURVEY INCLUDING THIS MAP OF LAND SURVEY, FOR ANY OTHER PURPOSES. 9. THIS SURVEY MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF GAGE INDUSTRIES, INC. 10. THIS DRAWING IS NOT VALID UNLESS BEARING AN ORIGINAL SIGNATURE AND EMBOSSED LAND SURVEYOR'S SEAL. 11. SUBJECT PROPERTY LIES WITHIN FLOOD ZONES AE' & AO' AS PER FIRM MAP NUMBER 12009CO363G, DATED 03/17/2014. THIS LOCATION IS BASED UPON MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. FINAL LOCATION AND FLOOD DETERMINATION REST SAID AGENCY. THIS SURVEYOR ASSUMES NO RESPONSIBILITY FOR SAID LOCATION AND DETERMINATION. Certified to: CARMEN ANDERSON I ISLAND TITLE & ESCROW AGENCY, INC_ ALLIANT NATIONAL TITLE INSURANCE COMPANY BB &T HOME MORTGAGE I hereby certify that the survey shown hereon is true and correct based on actual measurements taken in the field. This survey meets Standards of Practice as set forth by the Florida Board of Professional Land Surveyors in Chapter 2014 -147, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. REVISIONS UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. -------- -- -- Roger D Kiser - - - - -- Professional Surveyor & Mapper No. 6104 State of Florida 0 LEGAL DESCRIPTION: LOT 13, BLOCK 24, AVON —BY— THE —SEA, PER PLAT THEREOF, RECORDED IN PLAT BOOK 3, PAGE 7 OF THE PUBLIC RECORDS OF BREVARD COUNTY FLORIDA. IN IM \I LOT 12 BLOCK 24 Drawn Dy: SEK Scale: 1" = 30' Date: 9/4/14 FB /PG 02/40 Project # 140123 DATE A k4tV)7C °CI'ary b M LOT 14 BLOCK 24 MAP OF SURVEY GRAPHIC SCALE 0 15 0 30 ( IN FEET ) 1 inch = 30 ft. LEGEND: ® Found Iron Rod & Cap No Identification Found 4 "x4" Concrete Monument No Identification Power Pole ® Well P.U.D.E. Public Utility and Drainage Easement Denotes concrete SURVEY NOTES 1. THE INTENDED PURPOSE OF THIS SURVEY IS FOR BOUNDARY INFORMATION AND IMPROVEMENTS ONLY, AS SHOWN HEREON. 2. THE UNDERSIGNED SURVEYOR HAS NOT BEEN PROVIDED A CURRENT TITLE OPINION OR ABSTRACT OF MATTERS AFFECTING TITLE OR BOUNDARY TO THE SUBJECT PROPERTY. IT IS POSSIBLE THAT THERE ARE DOCUMENTS OF RECORD, UNRECORDED DEEDS, EASEMENTS OR OTHER INSTRUMENTS THAT COULD AFFECT THE BOUNDARIES TO THE SUBJECT PROPERTY. 3. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. 4. THIS SURVEY MEETS OR EXCEEDS THE MINIMAL HORIZONTAL CONTROL ACCURACY OF 1:7500 FOR A SUBURBAN SURVEY. 5. MEASUREMENTS SHOWN HEREON ARE EXPRESSED IN FEET AND DECIMAL PARTS THEREOF. 6. DIMENSIONS TAKEN ARE AT THE EXPOSED AREAS OF IMPROVEMENTS, UNDERGROUND FOOTERS, FOUNDATIONS, UTILITIES OR OTHER SUBSURFACE STRUCTURES ARE NOT LOCATED FOR THE PURPOSE OF THIS SURVEY. 7. BEARINGS ARE REFERENCED TO THE NORTH RIGHT OF WAY LINE OF THE SUBJECT PROPERTY AS BEING EAST. 8. GAGE INDUSTRIES, INC., RESERVES THE RIGHT TO UTILIZE ANY AND ALL INFORMATION OBTAINED IN THE PREPARATION OF THIS SURVEY INCLUDING THIS MAP OF LAND SURVEY, FOR ANY OTHER PURPOSES. 9. THIS SURVEY MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF GAGE INDUSTRIES, INC. 10. THIS DRAWING IS NOT VALID UNLESS BEARING AN ORIGINAL SIGNATURE AND EMBOSSED LAND SURVEYOR'S SEAL. 11. SUBJECT PROPERTY LIES WITHIN FLOOD ZONES 'AE' & 'AO' AS PER FIRM MAP NUMBER 12009CO363G, DATED 03/17/2014. THIS LOCATION IS BASED UPON MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. FINAL LOCATION AND FLOOD DETERMINATION REST SAID AGENCY. THIS SURVEYOR ASSUMES NO RESPONSIBILITY FOR SAID LOCATION AND DETERMINATION. BOUNDARY SURVEY �,,,,1 &E Ce iI1GU to: 8�11$t11C3 )(TIC. TIRES ESCROW AGENCY, INC. _ r D1YISIOII ALLIANT NATIONAL TITLE INSURANCE COMPANY BB&T HOME MORTGAGE 965 Arebe➢a ice. NM Flarda 32W 1 hereby certify that the survey shown hereon is true and correct SM'2'490) A1abile3ft- W -*G79 based on actual measurements taken in the field. This survey meets Standards of of Practice as set forth by the Florida Board of Professional land Surveyors In Chapter 2014 -147, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. UNLESS R BEARS THE SIGNATURE � /�� AND ORIGINAL RAISED SEAL OF I� /� �� j _ A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR Roger D. Kiser INFORMATIONAL PURPOSES ONLY Professional Surveyor & Mapper No. 6104 REVISIONS AND IS NOT VALID. State of do CFI- 140962 - 1009-1 Uniform Residentlal Appraisal Report cFt-146902 -101:1 a Ism and orthe market value offt saw wooeft. -- .¢ Properly Address 7972 Aroma Ct city Cam Carsvewi Sleet R. Zip Cade 32w Bower Carman arawson OwneraPublIc Record Seal Welch Owffiy BMwd Legal Desmiplmn Let 13 Bieck 24 ad Vammd SbWcn East. Avert By The See. (Sea Attached (m Full Legal) Assass&s Pamel 4 2W 23-( -0 4.0,Wl3.00 Tan Year 2013 RE Tans $ 6.90.9 1) Neighborhood Name Avon By The Sea Map Reference T24.FW- 3 Cmisus Tmd 08115,02 is Occupant ❑ Owner ❑ Tenant ® Veoent SpedalAssessmeNS $ 0 ❑ PUD N=$ o ❑ per year ❑ per monfhn .i Properly Rights Appralsed © Fee Simple ❑ Leasehold ❑ Other (deataibe) i Assignment Type ® Purchase Transaction ❑ Reffienco Transaction ❑ Other (describe) Tl Lode Mnt Rte! Estate OaewMtre - BBST Address 2713 Forest Hills Road SW MW NO 27893 Is the subject property currently offered fm sale or has H been offered for sate in the twelve months Puerto the affective dam athis appraisal? ® Yes []No Report data saume(s) used, ofNwlg pr calp). and dae(s). DOM 7:The sub)act was sW by owner m 0 bWer provided vs a local roaltor. h lo ctessRma as e'podra76etirg• lo wldcdm the agard pmduced a *grog latter, ffare a mwket thm d one (1) day is motet. I ® did 0 did not aoalyn the contract lor sale mrthe subject purchase transaction. Etcttein the resu6s a8e analysis afthe contract for sale or why the analysis was nor pouter, d. - Aram length ses:The md*a d is currently under contract for purchase With a contrail data of August 18. 2 014. The sale prim is reported to be $&90,008 wbh no seller err ra !; Contract Price $ 690.000 Da r of Contract 09M8/2014 is the properly se0ergm awnm a pi M record? ® Yes ❑ No Dam Swmets) PuM10 Records Is there any finautel assistance (loan charges, sale concessions, gift ordownpaynwa assisteroe, etc.) m be paid by any party on beha7athe borrower? Yes No If Yes. report Ore total doger amount end dame the Rang to be paid. r Notw Race anti the raJaf am not factors Martha �, i ;'� . 1 Sic I µ.1T # i' :. 3 Y .[S �'' •M.. Y yI�NMn,4�.,. A '1- f4LrAoPLI W i► Location LI Urban ®Suburban ❑Rural Property YONres❑increasing ®Smbie ❑D-una PRICE AGE One-Unl 60 % Bu9t -Up ® Over 76% [] 25.76% ❑ Under25% Denmrn9Supply ❑ shortage ®In Baarce❑ OVm&q* $(g00) (yw) 24 Unit 5 % Growth 0 Rapid ® Stebte ❑ Blew Marketirm9 Time ❑ Under 3 mfhs ®3b nMs ❑ Over 6 mtha 7110 Low 0 Mum -FmMy is % Neighborhood Somdariea 25(10 High e0 Cor mendel 15 % N The mihbmisod Is bounded by &R. 528 to the uM, Pleda Ceumway (S.R. 404) to Ore south. the Atlantic Omen to 350 P(ed. 45 Other 0 % the east and the Barren Film to the west. Neighborhood Description The defined neighborhood consists of versus hoorea vmyl g in OW age, appeal and oordMIOm Access; to rust all maW support services hrduclirg sdmols, local dwppbg. 1 -I employmam and recreational laclNes Is avemebs via surrmu ng wholse. Matnmunoa levels appear to be averages good. No adverse nekib rorhood CWKMWM were noted as Vii of the effective date. Ogren is vacant land. ''. Marker ComiRlone {Including support forte above conclusions) t I Overall the prop" vase hi Ore deified neighborhood inert appeam be stable based on local WS del. Supply and demand a hOrus atmgarm Ote mrbjer3within Ore neViborheodre to be love F)esting hors within Ore neighborhood typically sell within three (3) m stn (8) months when property marketed and masmmbiy plead. Interest rates Olnenslons Irregular (Mm attached mdgt man) Area 11,32881 Shapo Ivemdar View SPeeAti.Oce. SpecificZonfig Classification °R -3° Zoning Description Medan Dersftv Residential District Zonbmg Compliance ❑ Legal ® Legal Nonconforming (Grardtethmad Use) ❑ No Aming ❑ Illegal (describe) Is the highest and best use of subject prapaty as Improved (or as proposed per plans and specltications) the present use? Yea ❑ No ff No. dasaibe. Fc+ Ueda Pubes OOier(du e Public OOce►(deemibe) Off-aft mROryPe Pam Privato El--y ® [] f ® ❑ Stred Am= ® ❑ Gas ❑ ❑ None Senitery 8awm ® ❑ Amex Nam ❑ ❑ FEMA Special Flood Hazed Area ®Yea 0 N FEMA Flood Zone AE FEMA Map i 12009003080 FENW Map Dam 03/17IY014 Are the Miles and off-sibs improvements typical forthe market area? ® Yes []NO It No, desmice. Are there cry adverse she mndmsu a edema isomer (easertente, araxmcdume , envkonmendal m�ItSne. lard uses, air. Yes ® No OYes, describe. The subject site Improvements brdade: wags. concrete/ . M.", W.W. tendaeping, deladed apartment tenor, w WA.. hock -ups and them aassOVm. There and `.: not appear to be cry adverse eesserarde, encrooctrmards adfm site mrdillou. PWM we of ched comments, as tiro anent use Is "d uncadmming. Gar ": , '4e#P[)tAli_ "nigrn'MlEfonndftion `;;.- ,irnfartdr' € -, ' r„ Units ❑one ® one with Accessory Una ®Concraeslab ❑Cnawispace Foundasn Mile Ow-up /Averm Flocs TrHMS00d O aStorms 1 ❑ Fu0 Baseneal ❑Pa l Berl Exterior Wags Mile Rastaclatrod Type ®Del ❑AR ❑S- OetJEndUnit Basement Area 0 sq,IL Roof Surface TwAVwtoe TdMFblteh Woodglood ® F- ng ❑Proposed ❑ Under Cast. Basement Finish 0 % Outlays & peals NereM/A Bath Fluor TlIaGood Design (Style) Remit ❑ Outside fintri0ft ❑ Sump Pane Wandow Type eu,ite HunWA% Bath Wamstbt CmwndAcod : f Year BuIIt is% Evidence of ❑ lntaswon Storm SasMrmsdated None WA CarSmrage ❑None FJfacdlve Age (Yrs) 30 ❑ mropuess ❑ Settlement Screens YeaAVmaae ®Orlvewey AaCew 2 MKVW ySurface Cortrn4/hw %iAttic ❑None Heating MFWA ❑HMB ❑Radlard AmenMFJ ❑Woo (s)00 ❑ Drop Stetr ❑ Mails �t ❑ Other Fuel ®ecins ® Feeptae(s) 0 1 ®Fenta MCA* ❑ Garage 0 aCars 0 ❑Flom ®ScrA00 Cooling ®CORWAtr Codmbnig ©Pa Woedc Paler ®Parch Covered ❑Carport 9aCas 0 ❑Finished El "owed ❑Individual ❑Ogren ❑Poor Noe ®011er Ent@M []AM ❑Dd ❑Bui&s . `. Appliances [] Retrigewmr Range/Oven Dehweslter ❑ Maposal ® Mlaaw e ❑ WaaedDryar Other (descme) Finished area above gram Wntels: 4 Rooms 2 Bedrooms 2.0 Beth {s) 1.160 Square Fed of limas LNIng Area Above Grade Additional matures (special energy efficient Items. eta) Covered -try porch, paver pats. omared porch. deck above porch. aluminum soffits, fireplace, Ole Mow, detached gued house, graft counters, crown melding. The deter had guest house has ooM word mbRreffi and grwft counter taps. . y Describe the CWWM r of the property pnnckndsg needed repairs, deterioration, renovations. remodegng, efa). 'r C3XIchen- updated-esven m fern yeaw to I fman Were app mall, the subject pmpeq Is to average to good won. Nb hadsna Inds acdav were noted as of the trspection. The material condition for Ore above liens Is average m good. The appama is not a arb9tiwm for a home born. Par the on-am caretaker, the was renovated; however erect dates were unsewn. The HVAC in Oe omen from hone Is approdmately dynes (3) yam olo. Please am adomw ommmnte In Addendum. -1 Are thew any Physical de6ctencdes or adverse cadRlms that aMct Me gvebililltr, sourdnaas, or structural Integrity of the properly? ❑Yea ®N0 OYe%dmfte As of the data of Inspection, no adverse conditions or ernimmunffiI were rotad. Dos the Property generally conform to the neighborhood (ImcMnal utility, stet, mndItlon. use, construction, eta)? ®Yes []NO t No, describe r -reams vac r Qml 19 march 2M UAD Version 9=11 raga t ate Faros rhea From 1(100 March Al Ready CFI- 1409o2AMI Uniform Residential Appraisal Report `F'' 1 �. ,l.d777(19 M There are 0 comparable properties —ently offered forsele In the -bled neighborhood rename In Price tom $ 0 te $ 0 There are .0 tmnnryambe sates In the subject nothborhood wNdn the past twelve Months rengog in sale price farm $ 0 to $ 0 FEATURE SUBJECT COMPARABLE SALE # 1 COMPARABLE SALE # 2 COMPARABLE SALE Al 3 Address 7912 flame Ct M68HWMWA1A 9105Sf OWWAlA 73468FWMWAIA Ceps CeneL¢Iw, FL SZB2D Ma@aane 9Badh, FLaa861 Mil Woe Has* FL 32951 Meltmarm Beach. FL 32091 PIOXIVIlly to Subject 31.76 miles 8 35.78 miles 8 3255 mires 8 Sale Prim � 650.000 Sale PftWGm93 Lis. Area $ 594.83 8Q.ft $ 471.39 a z $ 43 ft BsvardNLL8S88;DM12 BevwdMLLS#6=19;DOM63 BrevmdMLBa68164$DOM371 n5i Vedlodion rr .Y aJ`� °;I}'rrPi': RpWi¢RecatldAgerMrrpeM. pubtartmomwPawagmad PUM RecordWoft Agent VALUE AWLIS IMENTS D + - $ N -O$AOAWW DESCRIPTIO01 - 8i Sale orFbrencing a .J "? Amdlh AmdA AmiLt1 l Comore l ? } I CashO Cor" (teshA _Date OfSaellLmO t,,,., _: e04114F09r14 s0¢h42A1r14 si2nwirm Looadon N;Ras; NAM N,.Rs% Wise; -1..� Leasehol fFee Glarple Fee SM09 Fee Smnple Fee sturple Fee Staple { Site 11,3294 27.878 at 0 23,750 at 0 1%msof 0 view s;ResASOCn BRe�AE.Om. efmsAeam �IiaeAtl.00n n ( DTI.*Ranch DT1;Pmw h DT2;Cordamp. 0 DTtCmftrqL 0 4A Chattily orconstnuftim 04 Q5 +?5,000 04 04 Actual Age 52 58 0 38 0 39 0 can"" C3 04 +25,000 C3 C4 +25,000 �':f Abo1M Grade Total Bdnre. Saths Total BdmLS. Baths Total B fins. Bathe Total sefirs Room Cosa a 12 IPO a 12 1 20 a 2 PI -ZWD a 12 12.0 SI Gross Lift Area f(' 1,180 sqR 1,241 sq.fL 0 1,189 sqR 0 1,161 sgft 0 Basement 8 Fkdshad 081 061 031 Dal Rooms Below Gra" Funtctooel UIIBy Adequate AdsWale Adequae Adequate C MeatUtg/Coolvlg Contah WA Central WA Central WA Central WA M Energy Et&cad bare Typical of mild TypIcal of Butd Typical of Build Typical of am GaMWCarpmt 2dw 2dw 29d2rpr - 15,01110 2drr POICII alt Covered Entry Covered Emry CammelEray Amer0as PoriDewpdb Deck +2500 Por l )eddPato bf A Iooe Now + &600 Fireplace AmenNee tdrem Haws c9ad Nmme ltueffi Hmm E4.5 wd� Nstmem(roe0 r'i '. F.,i': + • $ W.00D + $ -17..09 Fk� A*tsted Side Price x ? 3y. : k NetAtg. 9.4 % Net Ad) 28 % of Compamblvs ; ? .a Crosaft 9.4 % $ 840.000 0rassAdj. 2.6 % $ 887,500 t){ I IN did [:]did not research the sale.transbd icy tithe w*d propety and compemme salee ff rod, explain Al There has net bosh a sale and/ortrarrsher of no subject waft the prorttduty -abt (38) nenths of the effective date of the appraisal. Sub)ed is under omMW d a reported primal $ 690,000 wish a aomrmt date of Aught 18, 2014. No sales. trarrsfaa of the above oarnpareWes wlth61 to puler twelve (12) mart a tithe above sole dales. Myrosearch ❑ dint ® did not reveal any prior sales ortrarefers ofthe subject property far Me three years priorto Me e8wtive date of this apprabat. Data—roe(s) WS of BreverdMubfla Records of Bayard County RoddWWaylad Caarlv Cm of the Oaue My research ❑ did ® rid not reveal any prior sales or ba nsf a ofthe comparable sales for Me year pdorto the date of sale of the arvctar" sale. A Datasoarce(9) hU of 9revmditb0c Records of &etetd Ommy Flalda6#ererd Cm gf2mkofam Coats Report the results ofthe research and analysis ofthe prior sale or bauft history ofthe stMad property and cmgmaWe sales (report addWond prorsaes on page 3). ITEM SUBJECT COMPARABLE SALE 01 COMPARABLE SALE Sir 1 COMPARABLE SALE #3 Date of ProrSalarTrandw ra' Prue of Prior SeelTreasfer Date Source(s) LOW WSfPublic Records local ML9lPU t Records Local Mtemrdao Records toad MlaNkma Rearms E88dMB Date of Data Soa s 09MM4 0910512014 O9A18Q014 091052014 ':. Analysis of prior sac or bwmW history ofthe soble t property and aanpewble sales There has rrd been a sac and/or hando of ire althjad hrlt,m the pdw d*W-slz (38) msoths of ire dale al this apprdaeL Th e s led is mmemfy tdw wntrad d e .A reported pride of $BW.000 with a contract data of Augual l& 2014. No sob or transfers of the sompsebles m the previous twelve (12) . llda repro a OMy,* (38) ;± { morhth sales history forthe sub)ed and a twelve (12) nradh saleshistaryforthecarnparabfes. Thee is ked8dard saoa date to support to rarrem sore price. a Sumnany of Sacs Comparison Approach :. Each of the cornparebles are stroller dye and alle omen hard hm , from the srbjed'e general warleal area, to dosing dales within the past rd a (9) matte. No aft add to the cornparables were apples as the overall land vahma were estimated to be skrdlar. The Mainly and aor on adpatrnene to Cornpseho One was based on a physical Tepenconh d rho comparable by ihhis appraise, whh� to 000ditoo �1 te CompamHe Thaas was leaved Wan Mdtge LisBrg fMLLS) plbfohe sal rest. The remaking adjtetrh�ehe te are cornpard>tea mreWera bath oasht sal easmly dtteemas raoassaryt. aarlyarisaL vyhme each dtte asnpenaboe aroaed the preferred ` didarme 9uWenre9, eedr have a sln0ar gle8t house. Each d to cotaPamdlas. as � as the 4trrert 00ntr0d is awed m the ct vale, with gredast weight an Cwxparebtes Ore red Two, to nest nr30elt 8alas. COmpeaWe Thres a aurediy en BCthte � (perp8ng) altered km$Til�,9001rt1r th0 rertovHtOn SImB ire pardhese o 2013. Seethe adds caarene m addedunL yIndoemd Value by Sales Comparison Approach $ eW oDD d IohaeLadVahee by. Seim Comparison Approach $ B50.ODD Cost Approach (III S0 becomes Approach (0dmak*ed) The Sales Comparison Approach best rdleas the score of Mryem and adore In the local market therefore is &m to mast weight Due to the dtBarity in esgmft aumied C! depredatiah, tle Cost Approach Is net considered a ratable 0409. of value. The Irmsene Approach to not utl6md as the bares sbnfte t a subject are many hart used for thdr NI b�rnepoeraol. This appraisal is made ® 'as is,• ❑ W*d to cornpetIM par plena and spedfoatons on the beds of a hypothatcal land0on t atlhe irnprovammne hove base L, completed, ❑ subs to the oVayog repairs or ateretore on the basis of a hypotetcel condition that the repels or alterations hays been conlpteted, or Q sub)edto the onowing required oapedlon based on the mdruodoary assumption that the oordaon ordeioency does net require alteration or mpW wi Based an complate vhmd bmpectlon d the lrmelor and mdertor areas oftlo subject property, deffed scope at work statement ofessuroorm and If g ooralftore, orm apfwd9ePs aet8loattm, cry (00 q*don.1 the et ydrm, asdefht4 ofthe red woolly ply 6W IS UM sUbIl oI dds m11 -19 $ 850.000 esd 092014 , wfdctnte/ MddadbnOnadMeeNeat +redaL9dtldseppralad. Fm*WMac Fmm70 March= UAO Verson 9(2011 PaW2mS Femde Man Farm 1004 March 2005 Al Ready OF144OM -1 9.1 Uniform Residential ADDralsal Report cF'_'4ILldo'°" ehrea 1d.69771M _9 Thiseppralsal assignment Well; not melt 1or was the ej . vandal on idle bads m e racluessedentlibram YHluefion. qmcftvabjWhm or an amount which Mould result in approval of a bah. No emplayae, 09cier, m iosaf cad of the erder. a airy cow third party acting as a johd venture paltrier. independent cod"Idar, ell d company. behalf tender of pmhar on of the has Influenced or 80erripsed to hifluartoe the developrtmM mpwft reach; or review of t is assignment #map coarclon. arbril , oo thalleac comper"ba• Instruction, Inducement, lall ddegorL bribery or In arty other marcher . 1 have performed to swvlw , as an appraiser, or In airy Other capeft regarding the property pmt to the subject of lift repeat w9Nn the twee year period immediately preceding %i acceptance, at the esswunreni. Exposure Time 'Ems re pros Is a retrospective opinion based on an anelyss of peat amnm assuming a oempetava aryl open nuaket" Based an an armtyde of On 1004W form and resales utilized In this report, the exposure tare for the subject Mop" Is estimated to be ninsty (90) to are hundred Welly (120) days what actively marketed and compoltively priced. As m the date mthm report, (fiery EKM& mmo, has completed the, required canditong education program fa ere State of Reader 04 umium UMN were operallenal as mare dear of inspection and a representative number at plumbing and electrical txhres were sampled and appeared to be In proper world g order. ` I Intended User t The Intended user of this report Is the Isrda Meet. The untended use of thte report is to evaluate the property that is the subject of this appraisal for a &oxhe transaction. mgem to ;. the scope of work, purpose of the cam, reporting requirements of this epprelsal repeat tam, and detbhNOn of market value. No additlael Irhtart I users we Identified by the epprelsa. Lad to valor Ratio 0 is reoogntad the asiMfltrad lard vale equals thirty percent (30%) of the overall value estimate. It is not uncomamrh for cow Nat hone epee to exceed this guideline and tide does not appear to e0ect the vale or maketablilly at the anbjed. =1 Mold The appraiser is not a home ardlor amilm mmrdd kmpeaa. The appraiser provides an opinion of value. The appraisal does not guarantee the the property to tree of tldeaie of :. emirkommental problems. The appraiser persmre an Inspection of vista and accessible areas only While maid may be present In arses the eppralea carom sae. a maid Inspection by a competent Inspector to moamtherded. ;h Address r' The address ftWWW on page ore coders the ocean had Form (7912), while 7910 Aurora Call Isere detached guest house. I r *I �':3 I Y,�;, ".. Y v..:: x5 t s�z,� ^.zr ... _.•;��' : -:..,. „ �. ,. �:- a y,r� �`,�, �a; ash ; �,'Y(,�� , 4 "� Prohkie adequate fd0IIr18110n for the lehdedraent to replilcate the below cast tgafea all Caleahtetare. Support for the opinion of site value (summary of comparable lend sates or other nmtuods for estimating site value) Thor estimated sfar value is derived fan the sales at simper she In the nmrlmtng wea. In tm dWagah where no saes of similar rites area available. the lard value Is ardracted from improved $Was and adrnsted. ESTIMATED ❑REPRODUCTIONOR ❑REPLACBENT COST NEW OPINION OF SITE VALUE._ _.._ ».... c$350Ag0 `{!I source of cos data loot Developed Daelmhg Sq. Fl. Qu" rating fan cog soMm IA Effective data mcost data WA Sq. Ft. $ .._..._ COMfframa on Cog Approach (t� living area calculations, detrecdeWn, eta.) � - Due to difficulty In accurately estimating accrued depredation, the Cog Approach was nor developed and Is not considered necessary to Bda ass6gmmm. The rannamig GaragefCaspolt Sq. FL $ ........... °$ eoonorrdc fife Is estimated at appractirna iy t" (30) years. � Total Estimate mCost-New ....._...._..._... ....... ».... »..._......._...._. ... M Less Physical Functional Eternal Depreciation ) Depnadaled Cost mimprOYartads ...... ..«._._...... ..... _............ A&W Value msme Improvements ------------ ------- »......». ». »_ s$ i:�;� EsOmasd Rem WM EMR= tc Lffe (HUD ad VA only) 30 Years Indicated Valor by Cog Approach __._. ......._.._._._.. ......... .$ 0 . ':_ ,.. �ti ,� i f :F =1, �Q.+/• .TO=- .Y)1 . ,;f ( Es finesd Wanly Madcet Rant $ X Gross Read Multiplier = $, Indicated Value by laome Approach �, Summary of Income Approach (Including support for maket rem and GM k r . r 7h x sthadarelopeWutdasconfolmtreHanrewnas Assodedn(O�? ❑Yes [:]No htga ❑Dmaahad ❑Attaced Provide the failaadng IMOmalbn for PUDs ONLY Ifte devefopeab utder s In cerhhol ago HOA and to w*d property is an attached dwelling a& Legal Nmre of Rged �''= Totelnumbermpdhases Total number at units Total narmrermumfssold Total number mods rented Toll number aunts for sale Date stow(s) Was the project ceded by the conversion of exstsg building(s) into a PLID9 ❑Yes ❑ No llYes date moomamoh Does ire Project contain any mutFdwell g orbits? ❑Yes ❑ No Data sources) Are the units, common dements, and recreation scMtea complete? ❑Yes ❑ No tNo, docOe ire gaups moompteHmh. . Are the common elements based te a bythe HateoVIROW Asapdalmn4 ❑ Yas ❑ No I Yes, deaxfie the m. terms anti optom. Describe coroton elements and reaeatond latmes Fredwe nec Form 70 Namh 2005 UAD Version SM I Pahp 3 one Famde Mw Form 10D4 parch 200.4 AI Ready CM.14CM -1MS-1 unRorm Kesiammai This report form is designed to report an appraisal of a one -unit property or a one -unit property with an awry unit; including a unit In a planned unit development (PUD). This report form is not designed to report an appraisal of a manufactured home or a unit In a condominium or cooperative project. This appraisal report is subject to the following scope of work, intended use, Intended user, definition of market value, statement of assumptions and limiting conditions, and certifications. Modifications, additions, or deletions to the Intended use, intended user, definition of market value, or assumptions and limiting conditions are not permitted. The appraiser may expand the scope of work to Include any additional research or analysis necessary based on the complexity of this appraisal assignment. Modifications or deletions to the certifications are also not permitted. However, additional certifications that do not constitute material alterations to this appraisal report, such as floes required by lawn or ftm related to the appraiser's continuing education or membership in an appraisal organization, are permitted. SCOPE OF WORK The scope of work for this appraisal is defined by the complexity of this appraisal assignment and the reporting requirements of this appraisal report form, including the following definition of market value, statement of assumptions and limiting conditions, and certifications. The appraiser must, at a minimum: (1) perform a complete visual inspection of the Interior and exterior areas of the subject property, (2) inspect the neighborhood, (3) inspect each of the comparable sales from at least the street, (4) research, verify, and analyze dew from reliable public arWor private source, and (5) report his or her analysis, opinions, and conclusions in this appraisal report. INTENDED USE: The intended use of this appraisal report is for the lender/edient to evaluate the properly that is the subject of this appraisal for a mortgage finance transaction. INTENDED USER: The intended user of this appraisal report is the lendedctent. DEFINITION OF MARKET VALUE: The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller, each acting prudently, knowledgeably and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a We as of a specified date and the passing of tide from seller to buyer under conditions whereby: (1) buyer and seller are typically motivated: (2) both parties are well unformed or well advised, and each acting in what he or she considers his or her own best interest: (3) a reasonable tune Is allowed for exposure in the open market; (4) payment is made in terms of cash in U. S. dollars or In terms of financial arrangements comparable thereto: and (5) the price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessimW granted by anyone associated with the sale. 'Adjustments to the comparables must be made for special or creative financing or sales concessions. No adjustments are necessary for those costs which are normally paid by sellers as a result of tradition or law in a market area; these costs are readily identifiable since the seller pays these costa in virtually all sates transactions. Spacial or creative financing adjustments can be made to the comparable property by comparisons to financing terms offered by a thud party Institutional lender that Is not already involved in the property or transaction. Any adjustment should not be calculated on a mechanical dollar for dollar cost of the financing or concession but the dollar amount of any adjustment should approximate the markets reaction to the financing or concessions based on the appraisers judgment. STATEMENT OF ASSUMPTIONS AND LIMITING CONDITIONS: The appraisers certification In this report Is subject to the following assumptions and Rattling conditions: 1. The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to It except for Information that he or she became aware of during the research involved in performing this appraisal. The appraiser assumes that the title is good and marketable and will not render any opinions about the title. 2. The appraiser has provided a sketch in this appraisal report to show the approximate dimensions of the unproveme nfa. The sketch Is Included only to assist the reader in visualizing the property and understanding the appraisers determination of its sae. 3. The appraiser has examined the available flood maps that are providerd by the Federal Emergency Management Agency (or other data sources) and has noted in this appraisal report whether any portion of the subject site is looted in an Identified Special Flood Hazard Area. Because the appraiser is not a surveyor, he or she makes no guarantees, express or implied, regarding this determination. 4. The appraiser will not give testimony or appear in court because he or she made an appraisal of the properly In question, unless specific arrangements to do so have been made beforehand, or as otherwise required by law. 5. The appraiser has noted to this appraisal report any adverse conditions (such as needed repairs, dateriorado i, the presence of hazardous wastes, toxic substances, etc.) observed during the inspection of the subject property or that he or she became aware of during the research involved in peAorming this appraisal. Unless otherwise stated in this appraisal report, the appraiser has no knowledge of any hidden or unapparent physical deficiencies or adverse conditions of the property (such as, but not limited to, needed repairs, deterioration, the prince of hazardous wastes, toxic substances, adverse environmental conditions, etc.) that would make the property less valuable, and has assumed that two are no such conditions and nukes no guarantees or warranties, express or implied. The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover %lather such conditions exist. Because the appraiser Is not an expert in the field of environmental hazards, this appraisal report must not be considered as an environmental assessment of the property. 6. The appraiser has based his or her appraisal report and valuation conclusion for an appraisal that Is subject to satisfactory completion, repairs, or alterations on the assumption that the completion, repairs, or alterations of the subject property will be performed in a professional manner. r,wero mac rum,u mum mein UAW MOW VW1 rage. me FenNemW Fmm1004 Meroh2M a Reedy CF7- 740902- 1009.1 Uniform Residential Appraisal Report FR9;' 1442;7.02 APPRAISER'S CERi1FlCAMON: The Appraiser cerHRes and agrees that 1.1 have, at a minimum, developed and reported this appraisal in accordance with the scope of work requirements stated in this appraisal report. 2.1 performed a complete visual inspection of the interior and exterior areas of the subject property. l reported the condition of the improvements in factual, specific terms. l identified and reported the physical deficiencies that could affect the livability, soundness, or structural integrity of the property. 3.1 performed this appraisal in accordance with the requirements of the Uniform Standards of Professional Appraisal Practice that were adopted and promulgatord by the Appraisal Standards Board of The Appraisal Foundation and that were in place at the time this appraisal report was prepared. 4. 1 developed my opinion of the market value of the real property that Is the subject of this report based on the sales comparison approach to value. l have adequate comparable market data to develop a reliable sales comparison approach for this appraisal assignment I further certify that I considered the cost and income approaches to value but did not develop them, unless otherwise indicated in this report S. I researched, verified, analyrzed, and reported an any current agreement for sale for the subject property, any offering for sale of the subject property in the twelve months prior to the effective date of this appraisal, and the prior 9" of the subject property for a minimum of three years prior to the effective date of this appraisal, unless otherwise indicated in this report 8.1 researched, verified, analyzed, and reported on the prior sales of the comparable sates for a minimum of one year prior to the date of sale of the comparable sale, unless otherwise indicated in this report 7. 1 selected and used comparable sales that are Wcationally, physically, and functionally the most similar to the subject property. 8.1 have not used comparable sales that were the result of combining a land sate with the contract purchase price of a home that has been built or will be built on the land. 9.1 have reported adjustments to the comparable sates that reflect the market's reaction to the differences between the subject property and the comparable sales. 10.1 verified, from a disinterested source, all Information to this report that was provided by parties who have a fnarndal interest in the sale or financing of the subject property. 11.1 have knowledge and experience in appraising this type of property in this market area. 12.1 am aware of, and have access to, the necessary and appropriate public and private data sources, such as multiple fisting services, tax assessment records, public land records and other such data sources for the area In which the property is located. 13.1 obtained the information, estimates, and opinions furnished by other parties and expressed to this appraisal report from reliable sources that I believe to be true and correct. 14.1 have taken into consideration the factors that have an impact on value with respect to the subject neighborhood, subject property, and the proximity of the subject property to adverse influences in the development of my opinion of market value. I have noted In this appraisal report any adverse conditions (such as, but not limited to, needed repairs, deterioration, the presence of hazardous wastes, toxic substances, adverse environmental conditions, etc.) observed during the inspection of the subject property or that 1 became aware of during the research involved in performing this appraisal. I have considered these adverse conditions In my analysis of the property value, and have reported on the effect of the conditions on the value and marketability of the subject property. 15. I have not knowingly withheld any significant information from this appraisal report and, to the bad of my knowledge, all statements and information in this appraisal report are true and correct 18. 1 stated to this appraisal report my own personal, unbiased, and professional analysis, opinions, and contusions, which are subject only to the assumptions and limiting conditions in this appraisal report 17.1 have no present or prospective interest In the property that is the subject of this report, and I have no present or prospective personal interest or bias with respect to the participants in the transaction. I did not base, either partially or completely, my analysis and/or opinion of market value in this appraisal report on the race, color, religion, sex, age, market status, handicap, familial status, or national origin of either the prospective owners or occupants of the subject property or of the presermt owners or oaahpants of the properties in the vicinity of the subject property or on any other basis prohibited by law. 18. My employment and/or compensation for performing this appraisal or any future or anticipated appraisals was not conditioned an any agreement or understanding, written or otherwise, that I would report (or present analysis supporting) a predetermined specific value, a predetermined minimum value, a range or diction in value, a value that favors the cause of any party, or the attainment of a specific result or occurrence of a specific subsequent event (such as approval of a pending mortgage loan application). 19. I personally prepared all conclusions and opinions about the real estate that were set forth in this appraisal report. if I relied on significant real property appraisal assistance from any individual or individuals in the performance of this appraisal or the preparation of this appraisal report, I have named such Individual(s) and disclosed the specific tasks performed in this appraisal report I certify that any individual so named is qualified to perform the acs. I have not authorized anyone to rake a change to any ltern in this appraisal report; therefore. any change made to this appraisal Is unauthorized and 1 will take no responsibility for it 20.1 identified the lender/dldnt in this appraisal report who is the Individual, organhation, or agent for the organization that ordered and will receive this appraisal report. Fredit Arm Form 70 March 2005 UAD Vermin g?" i F89e 5 ore Fm & M- F- 1066 2005 N R.8W CFI- 140902 -IMS -1 unfform Remenvai 21. The lender /clund may disclose or distribute this appraisal report to: the borrower another lender at the request of the borrower the mortgagee or its successors and assigns; mortgage Insurers; government sponsored enterprises; otter secondary market participants: data collection or reporting services; professional appraisal organizations; any department, agency, or instrumentality of the Unite! States; and any state, the District of Columbia, or other jurisdictions; without having to obtain the appraiser's or supervisory appraiser's (if appficable) consent. Such consent must be obtained before this appraisal report may be disclosed or distributed to any other party (including, but not limited to, the public through advertising, public relations, news, sales, or other media). 22. I am aware that any disclosure or distribution of this appraisal report by me or the landedcrrennt may be subject to certain taws and regulators. Further, I am also subject to the provisions of the Uniform Standards of Professional Appraisal Price that pertain to disclosure or distribution by me. 23. The borrower, another lender at the request of the bon ower, the mortgagee or its successors and assigns, mortgage insurers, government sponsored enterprises, and other secondary market participants may rely on this appal report as part of any mortgage finance transaction that Involves any one or more of these parties. 24. If this appraisal report was transmitted as an "electronic record" containing my "electronic signature," as those terms are defined in applicable federal and/or state laws (excluding audio and video recordings), or a facsimile transmission of this appraisal report containing a copy or representation of my signature, the appraisal report shall be as effective, enforceable and valid as If a paper version of this appraisal report were delivered containing my original hand written signature. 25. Any Intentional or negligent mierepresentation(s) contained in this appraisal report may result in civil liability and/or criminal Penalties Including, but not limited to, fins or imprisonment or both under the provisions of Title 18, United States Code, Section 1001, at seq., or similar state laws. SUPERVISORY APPRAISER'S CERTIFICATION: The Supervisory Appraiser certifies and agrees that: 1.1 directly supervised the appraiser for this appraisal assignment, have read the appraisal repot, and agree with the appraiser's analysis, opinions, statements, conclusions, and the appraiser's certification. 2.1 accept full responsibility for the conUenIs of this appraisal repot including, but not limned to, the appraiser's analysis, opinions, statements, conclusions, and the appxapser's certification. 3. The appraiser identified In this appraisal report is either a sub-contror or an employee of the supervisory appraiser (or the appraisal bin), is qualified to perform this appraisal, and is acceptable to perform this appraisal under the applicable state law. 4. This appraisal report complies with the Uniform Standards of Professional Appraisal Practice that were adopted and promulgated by the Appraisal Standards Board of The Appraisal Foundation and that were in place at the time this appraisal report was prepared. 5.14 this appraisal report was transmitted as an "electronic record" containing my "electronic signature," as those terms are defined In applicable federal and/or state laws (excluding audio and video recordings), or a facsimile tranernisaion of this appraisal report containing a copy or representation of my signature, the appraisal report shall be as effective, enforceable and valid as If a paper version of this appraisal report were delivered containing my original hand written signature. APPRAISER Sign Name cey Company Name TUOe AnnBe d 1Mtgtlm Aptsa�el a Reseerah ue Company Address 115 NW Haven AVame Mbar , F _ NMI Telephone Number 321- 723 -7010 Email Addressn.manacanmcet a,v.cwr, Date of Signature and Repot 09II IM4 Effective Date of Appraise) 0&14 State Cer ificstdon # cmr. oen. R21B99 or State License # or Other (describe) State # State FL Expiration Date of Certification or License 11014 ADDRESS OF PROPERTY APPRAISED 7912 Aurora Ct Cape cmaverw , FL 82820 APPRAISED VALUE OF SUBJECT PROPERTY $ 850.000 LENDER/CLIENT Name AmxW9aioart Company Name Ram Eom ooarmrmm - eeaT Company Address 2713 ForW lima Read sw WbW , NC 27M Email Address mdrmtr0➢enmoawn FMdme MacF=7a Minch 2809 SUPERVISORY APPRAISER (ONLY IF REQUIRED) Signature Name Company Norris _ Company Address Telephone Number Email Address Date of Signature State Certification # or State License # State Expiration Date of Certification or License SUBJECT PROPERTY ❑ Did not inspect subjed property ❑ Did inspect exterior of subject properly from street Date of Inspection ❑ Did inspect interior and exterior of subject property Date of Inspection COMPARABLE SALES ❑ Did not inspect exterior of comparable sales from street ❑ Did inspect exterior of comparable sales from street Date of Inspection Femde Mee Form 1004 M rch 2M C171- 140=4011e -1 TEXT ADDENDUM Fla No. 277 14- 4.02 Bot mvwjcuer t Cam an Anderson Property Ad*— 7912 Aurora Ct CRY Ceps Commas County Blsvard :late FL 22P Code 32920 Lender Appralmaipmt Real Estate Operations -88&T Suppterrendai Addendum Nuftf -page] LEGAL DESCRIPTION OF THE SUBJECT Lot 13. Block 24 and vacated street an east Avon By The Sea and 22, mwdhM to the plat tersof, as moorded In Plc book 3, page 7. of the putt records of Brevmd Ceraty, Ffodda SUBJECT LISTING HISTORY The mnbjW has net bean previously marketed to the local MAple Uabg Service MS). The %600 was nedaced by ow and sod to a btW pmduced by a local reaftcr. Per the rector, the makat thud was epptoxknateiy are (1) reek SU&IECT PROPERTY COMMENTS The %dW 10MM a mnat ocean front here (1.160+1- square teat) with two beaom a and two bait Nlct . Wing room with fireplace, dirnN area, a>vwW pace, paw Poo and d8* over the pack. This here was butt In or amend 1982 and has been renovated In the past ftbe n yams or kris. Thera Is a small detached guest house (700 +! -eq Aam feet). Will a bedroom, bath, k When and Wing eras. The Most house has also been renovated In 4w past Wlsen yams or lase. The sub)ect Is etuaed In ths'W or Medium Density Residential DWW in the (Sty of Cape Canaveral. Per David DWW, the PkmdM and Zodre Dkeca with the City of Cape CwmvemL the uorent use to a legal ron ctdaaira use. In addition. it to subject were destroyed by mere than fitly percent (ad" tram vsrda0arn , it avid not be re -bWit as Is and would creed In adhere to current zm ft g odnes. Mr. Dicey Indicated law to the ft percent destrildon guktetne is delarrnirted. The home carrot be rebuilt to wlstktg standard t repair pose exceed filly percent of to fair rnarkat value ether by bdaperkderm appraisal or by the mwty property appraiser vah adorn, whktiwwsr Is poster . LEGAL DESCRIPTION OF THE COMPARABLE SALES Sate One :Pam of Govtnment Lot 1, as demxtsd In Deed Book 365. Page 340.08176, page 477 Sale Two :Lot 6. Block A, Wan River Oaks Skr6cvicton Bale Three lot 9. Sauury4annd Beach NEIGHBORHOOD (OMMEDTTB It Is recognized the es8nwted valve of the aub)ect exceeds the predankwnt value of to neighborhood In gerwwl; however is well VIUMn are range of vakws tru&aed. As evidenced by the oDmpmabfes utilized lerelu. to msb)eet is not an ors- Improvmrwrd te the neighborhood and Oft stueton does not appear to adversely etrect the vakm of marketability of the subject COMMENTS ON SALES COMPARISON Each of he con perables are shnter style and age oc am front tromes ban to general awketng area of to subject. The edNsM mnb to the compmehles consider stg VIMd Each of the edw are considered In the e9ftaw of value, vd1h a Ina) moonctiallion ouffirted on pap bm. it Is t rmwgcaed to oom may exceed e date of sale mdbr distance %ddeWea; however, trey are recent seas shn➢a style ooeak trail hares with shdlar guest houses In the general market area No other more raced sates of shnta gpsluy and d* hares were In the search of the coal uwtlge ROM service (MS) or Brovard the laa CoLurty Public momls. We were unsWo to Wardy more recent salles which had few ltrw� no ar� grom a4tatinerda sknuar in overall aW quality and ct etas date Whiter to the s Moct, preferred data dlutems l Y oanDaaddes. The . while the � as defined Ott a substhda or attanamw to the subject and were wined for gds reason. Pb salas in to lethal rkatghbafood oI simtt size ad age ocean trod hares vise Iderdifled. SCOPE OF WORK The scope of work for Oft asalipmrernt kadudes but rray not be Bnitad In to WowbV: "'CONTINUED ON NFXT PAGE** CF1- 140902 - 1009 -1 TEXT ADDENDUM Fg. No 14.4277.02 Borrower/ am Gartman Anderson Preps*AddfM 7912AuroraCt Cily Cape Canaveral Cmmty erevard State FL Zip Code Lender Appmisaipal Real Esbde Opneankra - BB&T Partamred. The l0ghest and bad use of the stMet properly was aneiyzed and taken Ito omreidere0t. AdiNstmen s and catadallma were made based on market readio, the proWnInary data of setae, ROW Will Periling properties were observes trom the puidc streal the fbal analysis, rESOercMetion and eomekdJo n of the appridael Westerner and work product was completed. The Oral work pro&4 appmW report was de0vered to the CBmd&&Ww shown on the appraisal report and to as�t was completed as per order term the c1lert. The source of the deltrMo n of marker value tomes have FFAEA, as well as to 2014.2016 EdWon of USPAP. COAB Bn REBARDWO CONDITIONfiNSPECTION The appraiser provides an optrilon of estimated marked value The appraiser Is not a hwra. peat control or environmental Inspector . The appaker doer not 97mrmdee that the to rnaM an they we operallmiaL property [a free of defects or The apl�lser has not operated the hot wwaaterheater, �iar�s, pumps, septic system, of The has � Lard edorior Inspection of the sa gecd Pop". The appraiser has observed the roof from street WoL however he does not climb on mate. If a repair Is oindous, this appraiser wID note 0. However. 0 a more deteBed 6apec0on or desmWort of th Improvements Is regWred, tds appraiser ukwq ly recornmerids that a guard and comparoma bWldag trispectim Pate cphtrol tom, slucbmJ erglneaK contractor or anoldad be retained. The condttlmr of various systems toted to Ore repot are t>acod solely on oWwvatimn. This appraiser and/or appalael firm does not warram or gaeemee that th oon Mon Idated la accurate due to polential hidden repairs WWor powe"M SOURCESMATA RESEARCH COMMENTS Daft for the subject and sales coraidered for comparison are gathered from ttre sources Mad and described below. The research and geth eft of data and hdmmallon Is prtmmed and completed in the rnomW course of busMoss as Is referenced In USPAP. •24. Afthoto duo dr8genee a veri0catan of the blormatarh was pnrtormed, the eppreaer Walled fie idmmadico. estimates mW oplmane that were expressed in ftre apxaleah report from samacos that he censIders to be reliable amh beaeves them to be Ina ell correct. The appraiser does not esmma resporteMpy for the tic tuscy of such hoes that were famished by other prates. CFI - 140802- 1000 -1 CFI- 140002 - 1000 -1 M KeM CFI- 140902 -109 -1 CFI- 140902 -101 Filet 144277.02 Abbreviations Used In Date Stindalt izeMon Text Abbreviation Full Name Appropriate Fields ac Acres Area, Site AdjPrk Adjacent to Park Location AdjPwr AdiaCent to Power Lines Location A Adverse Location & View Am1L1h Arms Length Sale Sale or FlnanchV Concession be BO -om(s) Basement & Finished Rooms Below Grade br Bedroom Basement & FiNstmd Rooms Below Grade B Beneficial Location & Mew Cash Cash Sale or Finandng Corr stow CtySky qty View Skyline View Mew CtYft City Street Mew View Comm Commodai Influence Location Data Date of Salefrime Corn Conventional Sale or Flngnft Concessions CrtOrd Court Ordered Sale Sale or Concessions DOM Days On MaricM Data Smaces e Expiration Date Data of Seie/T6n Estate Estate Sale Sale or Fhnarx3ng Concession FHA Federal Housing Authority Sale or FbwtcbV Con osselons Gl1Css Golf Course Location Gifvw Golf Course View View Ind Indusm Location & Mew in Interior Only Stairs Basement & Finite Rooms Below Grade Lndti Landfill Location UMSOt Limited SI to view Us" Ustim Sale or Concessions Mtn Mountain View View N Neutral Location & Mew NonAnm Non -Arms Length Sale Sate or Fkancl g Contusions BsyRd Busy Road Location o Other Basemern & FWalzed Roans Below Grade Prk Park View Mew Pat" Pastoral View Mew Pwrl-n PowerLines View PubTm Public Transportation Location rr Reaeadonal (Rec) Room Basement & Finished Rooms Below Grate Relo Relocation Sale Sale or Firmming Commsslons REO REO Sale Sale or Financing Comxission Res Residential Location &View RH USDA - RuralH Sale or Financing C messiorw s Seidement Data Data of Sawrtme Short Short Sale Sale or Fharift Concessions sr Square Feet Area, Site, Basement Unk Unknown Date of Salefrime VA Veteran Administration Sale or Financhy Conc "sions w Withdrawn Date Data of Selernme wo Wadi Out Basemard Basement & FirWM Room Below Grade wu Welk Up Basement Basarnard & Fintsted Rooms Below Grade W9Fr Water Frontage Location Wtr Water View Mew Weds Woods Mew Mew Other Appralser- Defined Abbreviations Abbreviation Full Name Fields Where This Abbreviation May Appear I Uqmcoan vedICSOM scums A&Ocn. A9amic ocean view s m„ UAD versbn 92011 N Ready CF'- 1401+42- 1009.1 Market Conditions Addendum to the Aonralsal Rewirt CF'- '40gm*'009 -' The pmpese ofthds addandum Is to provide the la dedm>ferd with a car area accurate understanding of the rrarkar hands and dmdamre prevaiem in the subod '!r nat(III10hood. This is a requbed addsdwn for all appalsel reports with an etectiva date on or after Apr01, 20119. PmpertyAddress 7912nheorect CRY camc®reMam state FL ZIP Code MW Borrower Carman Andersorn Insbucdom* The appraiser must use the 6NormaOon requked on iMs form as the basis for hla W aonc dove, and must provide support for gum conclusion. ragmding housing - herds and overall madcst corNiRons as reported in the Nelghberteod section of Me appraisal repot form. The appaiser must 1ID In all the Information to the ardent O Is available and reliable and rest provide analysis as Indicated below. 11 any required data Is hmavaRabfe or Is considered uruellabfe, the app afser must provide an m0anaden, it Is mocgmizad that not all data sources will be able to provide data forthe shaded areas below; t R m aveRable however. the appraiser rmat (ncude the dam m the analysis. Iidem sources provide the "s FeWbod IMamadon as an average katad of the media, the appratsershould report the avall" Upon and Identify it as an ahrerege. Safes and USURP must be properties that } compete with the subject property, determined by applying this alerts that would be used by a prospective buyer of the subject property. The appraiser must ergaam any aomaffes In the dam, such as seasonal markets, new cornshudlpn, foreclosures, eto. Pdar7- 12Monfhs I'dor4- 6Months Current - 3Months OvemRTfwd -': Tool # of sates (Salted) 0 0 0 ❑ Stable Damning Absorption Rate (Tared Selesaomhs) 0.00 0.00 0.00 ❑ inareasUhg ® Stable —Imo it Total # of Comparable Actio Wings 3S ? ' - a a qty ,'� - a 0 Months of H (Total .Ram ,fir �', . { ;��.- 0.0 - . A =ih rot �adeb fors �Pyi ptt1�. ' , '; ; Prlor7 -12 Months Prior 4.8 Months Current -3 months Overall TmrM K Median Comparable Prim $p gp ftfe b 9 Median Comparable Was Days on Markel 0 0 0 Declining Stable U-aft yI Median Comparable LLst Prloe�` '� ext �` r , >et v h Median Comparable Listkga Days an Market r 0 Fla 9 - " lrtdeh9 ° =; ' Median safe Pnm as % of Ltsf Prim 0.0% 0.0% 0.0% Increasing Stable Declhft Seller-(developer, builder. em.) paid Onerrcml essismnae prowderd4 EMIYS Smbte Imaeesirg F ero in demo the ae0er cosceesloa trends for the past 12 mord) a (e.g., seller tmm8ddloa increased from 3%m ti%, use of bul d awa, cleshg c:osm, cords fees, Increasing optlorra. at-). rf While affer concessions, In the delRred neighbo0vood we not prevatenf, they, are in exfefenoe. solar assistance in the tarn of buyer pry, seller paid closing rite, ate., have ' - bow Increasing to help in the buyer's arty to quafty for lmanci g. This trod appears to have increased over to sawral yam des to an tghmnmg and avallawlRy of a s& and &� iradhg. Tte local Meltipie l.istmg SBrvi0e (MLS) m het Coantt m the Idert814n9 M seller's es�aarde end O fe Be apPrmeo's reaporadrf6y m verty thfe eimg with athertemre ernd -.- i condition of the sale. Based on the sates utiBzed herein, seller asses was not prevalent. A� Are foreclosure sale (fiEO sales) a odor m the rarfuo7 QYa ®No tM Wools (Including the trends In Osi6gs and sales ottoredosed f ropertles). ;....Y While there am not a number of foreclosure/RED and slat sales In to detnred rid, Oahe woe several toted. Wass necessary. mredostael ffiVa and/o shml safes l; were not u0nd for comparison 0 Base ales am utffied, toy we dearly deed within the report as such and appropriate consideration fe ghoul to each of to ales. The data §7 for the shaded areas above ccrreldwe sanpar" a" related mire srbjad ony and may not be relative to horde on paw on, which considers Overall neighborhood date. yCite dam sources for above information. Dam emnes monde the local MuMple Lung SwAw and Brevod County pr&Ilo resod+ Obit mad ter Ore election of oonpwabtes truhded wrm% rider ocean frail hmnree along to Brevard County barrio iemrd conmhmifies which sold between 09$Wl20h3 and 020VM4. ' Sunwwize the above mmmagon as support mryour ooncestora m fha Neghbohood section ofthe eppmtval report font. Ifyau uNd amt adLTIoned bhmnnaton. such a an . analysis of pendbg sales and/or erpked and withdrawn IHSMV% to fonadate your c anclusioes. provide both an angdaadon and support far your mmdusi am Reaerd resales. pew alas and ache USURP of Was properties In to defted neighborhood Is mrdted In tern aria deft ed nelgibadvood, the musical daft Wooden a balance ,'.: belweon soppy and dannard. Markar tbre appeane m be mabfe. es dws the medndh ems pnloe: tdmeaer O fe sonewiai manned fqr the Iacc m abrh0er aeles dam. Loco seRere ? "_- wtthm the marks =era baoontlng mare metetc m tetrolterfig plot thus reduu6g market moss. Comtrbed wilfh attrardve mmlgage rates. we expert tda rearm m oonome. Tie �" dam on pageovaartheto0akrmcffiesastablemerket, aslMSisrefetvsmteoverallne�hbodeodasdsOred. Datahthove ,eswas��tetoparpa�twomremtiverota rarlcst segtrsuht and may ndt cerrelme with the rhelghhberheod data loreted on pegs orre. Tiara m darenty a lartc ar akrmer eats crate m provide a erodible 11%h4A1C ;'�" nde s� Iftlremrbledheaw *ln000ndondrdumw000peraltm pletetlrefarlowirg: PrejeerNanuer Sutjact Pmjed Dam Pry 7 -12 Months Prbr4 -6 Months Current -3 Moaft Overall Trod Total # 0122 cable Sala (Soul" Rpaeesinhg Stable Declining �:�� Afmoption Ram (Tatei SelemMO s) ❑ mpeesin9 Stable ❑ Ded ft Torsi# ofAdNe Comparable Listings l7j M-HIS of Unit Sup* (Tool LlatlngmAb. Pete) �If - t'l Am mmdmfe same (REO sans) a radar lo the poled? []Yes [-]No yes. InHCam the number of REO Ratings end mcplatn the mends te tfefNgs and sales ar foreclose properties. R� r� 1 C� Summarize the above hands and address the bTWd on the suloct unit and project. T °< ?il Signemm AApprafeerName amy0ammo SupervmoryAppemerName f S Company Nana Tnmfe- ArmiNtd -W ar Aooaism ti Paw". I= Company Name Comp ny Addma 115 New Havert Avetnda. Meloorme. FL 32901 Company Address "j State #. Cart. Gem RZ IWO b'mm FL Sm2e Ltcrerree/CeMf ton # Slate {Emall Address -qm .dkdaonmo(#t- a -w.00n ENWAddma rredme ecru ram 77 mach 20eB Pye 1 oh r Ferule 11se From 1004MC Mash 2008 N Reedy CP1- 14CO2 -1009-1 USPAP ADDENDUM FW NO. 144no2 Borttuaet omen AndMo Property Address 7912A MCt Cry coaCanayeral Comdy sry ✓Ute FL Ap Code 32820 Lender Rmt rbmah m -8887 Ttds report was prepared under th followhgf USPAP rgwr tg option: ® Appraisal RCpwt TMs report was prepared in accordance wah USPAP Slerderds Rule 2 -2(a). E] ROBWated Approloal Report TMs report was papered M amenterm wah USPAP menderds Rule 2 -2(t), ReasOrtable Exposure Time My opinbn or a raasonaMa ertpmm fhre tortfre s d*d popedy at ste amrket value stated b tbis report rs: ro be nww mm to, mm- kmdred twaray (120) days when ae ively markMad and OMWA * ~ based at co npetltkre ntar0 data Additonal Comments Intended then The intended leer of dts report Is the LederR2tent The heeded tee of dos report M to evaWere 4e property dud M dm sub)m3 of sds appraisal for a mm" tranaecum soib)act to the snipe of work, ptapose of are . raper" r W6errette of fttt eppralsw rape[ tram, and defframf of rradfet value No addW WW frdanded trews are klmtf) w by de appraiser. The report mWysm opinbrm, and tetduskm were dwelopee and ate report rtes been preferred 6t mrdanray tvilh are of tle Dods of ftrofesebrrei eUtcs & sterdards of professional appjal pr&cfto1ftqVrWqW ftftft wrdch kttltde the tm8orm darderds or protesaiotmh P APPRAIS 7'�)' Si Name: GWy DKHaoM o Data Signed: 0snlrm14 State Ceniflcabon #: CerL (lea. RZ 1830 or State Ucense #: State: FL E>cpirffiion Dote at Certification or Ucrme: 11M M14 Effective Data of Appwisol: K45=14 SUPERUtSORY APPRAISER: (only If required) Slanahm Name: Date Sigrted: State Comca#m 9 or State License State: E)WIrstion Data of Cettlflcatlon or Limm Supervisory Appraiser Inspedon of Subject Property- E] tad Not ❑ Ededaa* flan Stoat ❑ IrWw erfd ExWW uwr Lana AI Ready SUBJECT PHOTOGRAPH ADDENDUM Bar flClfent Carmen Anderson Properly Address 7912 Aurora Ct coy Cape Canaveral County Brevard _ state FIL Zip code 32920 Lender Appraj"port Real Estate Operations - BB&T CFI- 140902- 1009 -1 File N. 14-0277.02 FRONT OF SUBJECT PROPERTY Subject Front 7912 Aurora Ct 690,000 REAR OF SUBJECT PROPERTY Subject Rear 7912 Aurora Ct STREET SCENE Subjed Street 7912 Aurora Ct 690,000 ADDITIONAL PHOTOGRAPH ADDENDUM CF1- 140902.100&1 File Nc. 14. 4277.02 Dining Area Kitchen CF1- 140902 -0009.1 ADDITIONAL PHOTOGRAPH ADDENDUM Master Baih ADDITIONAL PHOTOGRAPH ADDENDUM CF1- 140902- 1009 -1 14- 4277.02 Hag Beth Ocean View CF1-140902-1009-1 ADDITIONAL PHOTOGRAPH ADDENDUM Foe No, 144277.02 BormwerfChent Carman Anderson Property Address 7912 Aurora Ct City Cape Canaveral County Brsvwd State Ft. Zip Code 32920 Lender Appralsalport Beal Estate Operations - BB&T Paw Patio/Covered Porch Dock View From Dock ADDITIONAL PHOTOGRAPH ADDENDUM CFI- 140902 - 1009 -1 Fne No. 14- 4277.02 South Side Detached Guest House Front ADDITIONAL PHOTOGRAPH ADDENDUM Borrower /Client Carmen Anderson Property Address 7912 Aurora Ct City Cape Canaveral County Brevard Lender Appraisalport I CF1- 140902- 1009 -1 14- 4277.02 State FL Zip Code 32920 Real Estate Operations - BUT Detached Guest Hale Rem Detached Guest House North Side Detached Guest House South Side Detached Guest House Kitchen Detached Guest House Bedroom CF1- 140902 - 1009 11 ADDITIONAL PHOTOGRAPH ADDENDUM File No. 14- 4277.02 Borrower /Chem Carmen Anderson Property Address 7912 Aurora Ct City Cape Canaveral County Brevard State FL Zip Code 32920 Lender Appraisalport Real Estate Operations - BUT r 1 Detached Guest House living Room d.� r Detached Guest House Kitchen Detached Guest House Bedroom ADDITIONAL PHOTOGRAPH ADDENDUM CF1- 140902- 1009 -1 File No. 14-4277.02 Detached QuW Houn Den Street South CFI. 140902 - 1009 -1 COMPARABLES PHOTOGRAPH ADDENDUM IC-0 mm 1 z1 ' FBe No. 14.41Z/f re lonower/ClieM Carmen Anderson '-Party Address 7912 Aurora Ct %aY Cape Canaveral County Brevard State FL Zip Code 32920 .ender Appraisaiport Real Efate Operations - BUT mbr ak-- , Comparable Sale 1 6915 S Hiohwav A1A Meboume Beach FL 3M1 Date of Sale: s04/14:c03/14 Sale Price: 585.000 Sq. Ft.: 1.241 $ / Sq. Ft.: 471.39 Comparable Sale 2 9105 S Hiohwav A1A Melbourne Beach FL 32951 Date of Sale: s02/14C01/14 Sale Price: 665.000 Sq. Ft.: 1.188 $ / Sq. Ft: 576.60 Comparable Sale 3 7345 S Hiahwav A1A Melbourne Beach FL 32951 Date of Sale: 512113 ,'Ci1 /13 Sale Price: 550,000 Sq. Ft.: 1,161 $ / Sq. Ft,; 473.73 Z; Comparable Sale 1 6915 S Hiohwav A1A Meboume Beach FL 3M1 Date of Sale: s04/14:c03/14 Sale Price: 585.000 Sq. Ft.: 1.241 $ / Sq. Ft.: 471.39 Comparable Sale 2 9105 S Hiohwav A1A Melbourne Beach FL 32951 Date of Sale: s02/14C01/14 Sale Price: 665.000 Sq. Ft.: 1.188 $ / Sq. Ft: 576.60 Comparable Sale 3 7345 S Hiahwav A1A Melbourne Beach FL 32951 Date of Sale: 512113 ,'Ci1 /13 Sale Price: 550,000 Sq. Ft.: 1,161 $ / Sq. Ft,; 473.73 CFI-140202-1009-1 LOCATION MAP ADDENDUM Re No. Bortower /Cfient Carmen Anderson Property Address 7912AumraCt city cfqT Canaveral caw* Brovard Stm Fl. Zpr ,oft 32940 Appralgalpon Rol Estate Operadons - W&T a la mode, inc: Comparable # 2 9105 Highway AIA Melboume Beach, FL 32951 35.78 miles 7912 Autora Coutt"" pe'ranagpL 3 •arbour Berth W-Moe —e Melboume WIN— Indian Rive. shores GO. W-W. c—d., very 6 —h 6 miles Comparable # 2 9105 Highway AIA Melboume Beach, FL 32951 35.78 miles Indian Rive. shores GO. W-W. c—d., very 6 —h 6 miles CFI- 140902- 1009 -1 SKETCH ADDENDUM File No 14- 427"7.02 Bonower/CNent Carmen Anderson Property Add 7912 Aurora a '., City cape Canaveral Canty &evard _ state FL Zip Code 32920 Lender Appraisalport Real Estate Operations - BB&T !, CFI- 140902- 1009 -1 PLAT MAP ADDENDUM FIe Nu. 14- 4277.02 Borrowx /0 ient Cannon Anderson Property Address 7912 Araora Cl cny Cape Canaveral co,* Brevard Sto FL 2b Cods 92920 Lender AppraiWport Real Estate Opa Abw - BUT TOWNSHIP: 24 RANGE: 37 SECTION: 23 s C CFI- 140902 - 1009 -1 Aerial Map File W. 14- 4277.02 Borrower /Client Carrnen Anderson Property Address 7912 Aurora Ct City Cape Canaveral County Brevard State FL Zip Code 32920 Lender Appraisalport Real Estate Operations - BBBT CF1- 140902- 1009 -1 Rood Map File No. 14- 4277.02 Borrower /Client Carrnen Anderson Property Address 7912 Aurora Ct City Cape Canaveral County Brevard State FL Zip Code 32920 Lender Appraisalpod Real Estate Operations - BB&T AC# 6 P`9.34 3 STATE OF FLORIDA DEPARTMENT OF BUSSNESS AND PROFESSIONAL REGULATION FLORIDA REAL ESTATE APPRAISAL BD SEQ #L12112100970 LICE SE NBR 11/2112012 128150884 RZ1630 The CERTIFIED GENERAL APPRAISER Named below IS CERTIFIED Under the provisions of Chapter 475 FS. Expiration date: NOV 30, 2014 DIGIACOMO, GARY 600 A N JOHN RODES BOULEVARD MELBOURNE FL 32934 I KEN LAWSON RICK SCOTT SECRETARY GOVERNOR DISPLAYAS -R QUIRSDBYLAW. 0 a g � s D 0, a n O � — N o D m m a m m Ev T 'pR �Y, b 8 w � m a m 8 21 Z 0 n T A A O O N O so CFI- 140902 - 10091 Enure and Ondesimr Insaence Dedar dlon Page Foe No. 144277.02 awrowericnem Canter Anderson Prnpedy Address 7912 Aurora Ct Coy Cape Cenavmd Cotaaty Brevard SLOW FL ZIP Cade 92820 Lender ApprebahW Reel Fatale Owraftns - W&T CeneralStar General Star National Insurance Company P O Box 10360 (Attu): GSN) Stamford, Connecticut 06904 REAL ESTATE APPRAISERS ERRORS & OMISSIONS INSURANCE POLICY DECLARATIONS PAGE This Is a claims nettle and report! policy. Please read this policy and aN endorsements and attachments carefully:, Policy Number: NIA936375A Renewal of Number. NJAS36375 1. NAMED INSURED: Cary DiGlacomo STREET ADDRESS: 115 East New Haven Avenue Nelbo»re. FL 32901 1 POLICY PERIOD: Inc pWn Date: 05120!2014 Expiation Date: 0512012016 Effective 12:01 anL Standard Time at the address of the Named Insured. 3. LIMITS OF LIABILITY: Each Claim, $IAKODD Aggregate: $1, 000 Cla bn Expeuises Nava a separate Limit or Liability: Each Claim: $1 AW W0 Aggregate: S1 X000 4. DEDUCTIBLE Each Claim: Se Aggregate: $ n 5. RETROACTIVE DATE 06/2012013 )fa date is indicated, the patleywill not provide coverage for arty Claim arisktg out of any aM errr. omission or personal tnjwy which occurred before such date 6. ANNUAL PREMIUM: S707.00 STATE SURCHARGEITAk $9.00 TOTAL Prenduat and T 971M 7. ENDORSEMENTS: This policy is made and accepted Subject to fire printed policy form together with the Wowing 1orm(S) or endorsement(s). AP OD 0001FL (09!11). AP 04 001(06411), A12930M M"F11), AP200001 (0961),AP08fG10FL(06111), 8. PRODUCER NAME: Mercer Consumer STREET ADDRESS P.O. Box 8146 Des Moines, IA 60306.8146 Auttuarized Represetdalve Producer Code: 26460 Ctass Code: 73126 Date: 04!21/2014 AP 10 010611 ® Copyright 2011, General Star Management Company, Stamford, CT Page 1 at 1 GME CONSULTANTS OF ILLINOIS, INC, CONSULTING ENGINEERS 9824 Industrial Chive, Unit: C / Bridgeview, Illinois 00455 (708) 430 -1071 / Fax (708) 430 -9854 Mr. Gary Sprague V.P. Engineering C.R. Laurence Co., Inc 2100 E. 38 th Street Los Angeles, Ca 90058 March 19, 2004 RE: GME Project No. B -2626A Horizontal Load testing of CR Laurence 48 by 42 inch Glass Balustrade Assembly Gentlemen: As you requested, we have completed the testing of the C.R. Laurence (CRL) 48 inch by 42 inch Glass Balustrade assembly. Based on a design load consisting of a concentrated horizontal force of 200 pounds, the loadings in our testing program of the CRL assemblies are 2.5 to 4.1 times the design criteria. The assemblies tested included both %2 and '/d inch tempered glass, mounted in multiple CRL base shoe profiles. In GMEs report No. B2626 -A, of Februaryl8, 2004, we describe our testing program where subjected a number of CRL's glass balustrade, 48 by 42 inch assemblies, to a concentrated horizontal loading applied to the upper comer of the glass. The glass mounting systems to the shoes included both wet set systems and CRL GlassWedge System. The aluminum shoes were mounted to the test facility floor using three methods. These three methods included direct mounting with recessed anchor bolts, mounting on 1/2 -inch thick steel plates, and side mounting to 3 -%s X 3 '/z by' /z inch angle iron. We applied and held a concentrated horizontal load to the upper comer of the tempered glass (both %2 and % inch thickness) of the 48 -inch wide by 42 -inch high C� Laurence Glass Balustrade Assemblies. Depending on the assembly details the hori o ds maintained for two minutes ranged from 500 pounds with three 3-Y2 bride C'�R;�L, GlassWedges to 825 pounds with both the wet set system and four 3 -/Z ` 1�'uer GlassWedges. Principal Engineer GME Consultants of Illinois, Inc. WILLIAM C. KWASNY, P.E. THOMAS P VENEMA, RE, SCOTT R. @;'E.RBAI.JM. , E i.T X11G 00 1 0624=5 1 �'RGFESSK*AAL ENGINEER OF GREGORY R. REUTER, RE., RG. R. ERIC ZIMMERMAN. Ph.D., RE. C.R. Laurence Co., Inc. Glass Balustrade System GME Consultants of Illinois, Inc. 9824 Industrial Drive, Unit C Bridgeview, Illinois 60455 Tel.: (706) 430 -1071 Fax: (708) 43049854 C.R. LAURENCE Co., INC. GLASS TESTING - SUMMARY TEST RESULTS PHASE 1 GME Project no.: 8.2626A Test Load Maximum Load Max load Glass Shoe Glass Mounting Number �� held Thickness f1" �m Shoe Mounting System Date Tested (pounds) (pounds) (seconds) (inches) 4 825 825 120 314 square Roddte Cement wet set system with wedge bolt fastening /floor bolt 1/612004 NOTES: •1: wedge used wider than isolator '2: edge of glass sample rounded/ no bevel '3: modification consists of beveling the edge of the isolators •4: 2 -piece isolator, only back side notched out `5: Load applied at upper mid span of glass specimen C.R. Laurence Co., Inc. Glass Balustrade System GME Project no. B -2626A January 2004 900 800 700 600 = 500 0 CL a 400 0 J 300 200 100 0 0.00 0.50 IsGME Consultants of Illinois, Inc. 9824 Industrial Drive, Unit C Bridgeview, Illinois 60455 Tel.: (708) 430 -1071 Fax: (708) 430 -9854 Maximum Glass Deflection Gauge Load vs Deflection Test no.4 no. 1 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 Deflection (inches) Load Carried: 825 pounds Glass Thickness: 314 inch, Shoe Type: square Glass Mounting System: Rockke Cement Shoe Mounting System: Wedge Bolt Fastening C.R. Laurence Co., Inc. GME Consultants of Illinois, Inc. Glass Balustrade System 9824 Industrial Drive, Unit C Bridgeview, Illinois 60455 Tel.: (708) 430 -1071 Fax: (708) 430 -9854 GME Project no.: B -2626A TEST DATA STRUCTURAL LOAD TEST OF GLASS BALUSTRADES C.R. LAURENCE CO., INC. LOS ANGELES, CALIFORNIA Test no. 4 Load application location: upper comer of glass specimen Test Date: 1/6/2004 Test Date: 1/612004 Gauge no.1 Upper comer of glass, opposite side of load application location, horizontal reading Gauge no.2 Upper comer of shoe, opposite side of load application location, horizontal reading Gauge no.3 Upper comer of shoe, same side of load application location, horizontal reading Gauge no.4 On top of the second wedge from loading side, same side of load application location, not appplicable (N /A) on Rockite Cement system, vertical reading Gauge no.5 On the shoe at the second wedge, same side of load application, on Rockite Cement system, 12 inches from the edge of the shoe, horizontal reading Comments Gauge Reading Load aouods Dial no.1 (inches) Dial no.2 (inches) Dial no.3 (inches) Dial no.4 (inches) Dial no.5 (inches) Initial preload 26 125 0.032 0.005 -0.001 N/A 0.001 Preload releaseireset 0 0 0.000 0.000 0.000 N/A 0.000 Loading start 26 125 0.032 0.005 0.000 N/A 0.000 58 150 0.074 0.006 0.000 N/A 0.000 89 175 0.133 0.006 -0.002 N/A -0.001 120 200 0.205 0.008 -0.004 N/A -0.005 151 225 0.259 0.010 -0.006 N/A -0.005 182 250 0.319 0.011 -0.008 NIA -0.007 213 275 0.382 0.013 -0.010 N/A -0.010 245 300 0.447 0.015 -0.013 N/A -0.013 276 325 0.498 0.018 -0.015 N/A -0.016 307 350 0.549 0.020 -0.018 N/A -0.017 338 375 0.630 0.023 -0.021 N/A -0.020 369 400 0.699 0.027 -0.024 N/A -0.024 400 425 0.767 0.030 -0.026 N/A -0.025 432 450 0.828 0.032 -0.030 N/A -0.028 463 475 0.859 0.034 -0.031 N/A -0.029 494 500 0.983 0.040 -0.036 N/A -0.031 525 525 1.054 0.043 -0.040 N/A -0.032 556 550 1.124 0.047 -0.045 N/A -0.034 588 575 1.183 0.050 -0.048 N/A -0.035 619 600 1.239 0.052 -0.052 NIA -0.038 650 625 1.304 0.056 -0.053 N/A -0.042 681 650 1.398 0.060 -0.056 N/A -0.045 712 675 1.448 0.062 -0.057 N/A -0.047 743 700 1.485 0.065 -0.035 NIA -0.051 775 725 1.562 0.070 -0.030 N/A -0.048 806 750 1.668 0.073 -0.035 N/A -0.045 837 775 1.734 0.077 -0.032 N/A -0.040 868 800 1.826 0.081 -0.028 N/A -0.036 load heid120 seconds 899 825 1.861 0.084 -0.025 N/A -0.033 C.R. Laurence Co., Inc. GME Consultants of Illinois, Inc. Glass Balustrade System 9824 Industrial Drive, Unit C GME Project no. B -2626A Bridgeview, Illinois 60455 January 2004 Tel.: (708) 430 -1071 Fax: (708) 430 -9854 Glass and Shoe Mounting Gauges Load vs Deflection Test no. 4 C I V a J Deflection (inches) Gausae Locations: —*— Dial no 2 f- Dial no 3 Dial no 5 Gauge no.2: Upper comer of shoe, opposite side of load application location, horizontal reading Gauge no.3: Upper comer of shoe, same side of load application location, horizontal reading Gauge no.4: On top of the second wedge from loading side, same side of load application location, not appplicable (N /A) on Rockite Cement system, vertical reading Gauge no.5: On the shoe at the second wedge, same side of load application, on Rockite Cement system, 12 inches from the edge of the shoe, horizontal reading 1 0 H41 X W48 X 3/4" THICK TEMPERED PLATE GLASS w /POLISHED EDGES ROCKITE OR AN EQUIVALENT QUICKSETTING CEMENT 3/4" GLASS EPDM 4" RUBBER SETTING BLOCK PART #GR7UB4 �.ARBON STEEL WEDGE -BOLT 3 /8" X 4" PART #WBA38X4 GME CONSULTANTS OF ILLINOIS, INC. Geotechntcal Materials Environmentai 9824 Industrial Drive, Unit C Bridgeview, Illinois 60455 (708) 430 -1071 INSTALLED WITH: CARBIDE TIP CONCRETE DRILL BIT MADE TO ASTM SPECIFICATIONS FOR THE WEDGE -BOLT NOTE: concrete strength to be a minimum of 4000 psi C.R. LAURENCE CUSTOM MADE WASHER FOR WEDGE -BOLT INSTALLATION PART #WBAW38 — C.R. LAURENCE CO., INC, 3/4" GLASS HANDRAIL BASE PART # B7S10D WEDGE BOLT FASTENING 314" GLASS HANDRAIL BASE LOANGELES, ALL bR I.A SAT I REZ I FEB 2004 1 GME Project No. B -2626A I. owe. No.1 &VA-7 r= Lo w lo l lr or —oo Top corner of shoe, directly below gauage i and 3; Tempered Glass typically Gauge No. 3: Bottom corner of glass, directly below gauge 1 and oo Gauge No.4 (used with Gauge No.3 Wedge System Oro) Gavga No.2 • of the applied load (wedge system ordy); typically Gauge No. 5: owe. No. 5 Wedge system or the second wedge from the location of the applied load (for wedge systems) and, approximately 1 foot from the Wet Set System of the edge of the shoe, load side (for wet set systems) ; square w Tapered NOTE: See Individual Test Summary Sheets for Handred ease Gauge No.1 112" or 314" _ Tempered Glass Gauge No. 2 Gauge No. 1: Top of glass, directly opposite of applied toad Wet Set System Gauge No.1 112" or 314" _ Tempered Glass Gauge No.1 1/2" or 3/4" _ Tempered Glass l ) Load Gauge No. 2 vauge Mo. o Square or Tapered Handrail Base 4 Wedge/isolator System I 0 Load Gauge No. 2 } i Load Gauge No. 5 Square or Tapered Handrail Base 3 Wedge/isolator Square or Tapered Handrail Base GLASS DEFLECTION GME CONSULTANTS 'TEST APPARATUS CONFIGURATION OF ILLINOIS, INC. Geotechnicai materials Environmental C.R. LAURENCE CO., INC. 3824 Industrial Drive, Unit LOS ANGELES, CALIFORNIA Bridgeview, Illinois 80455 (708) 430 -1071 SAT I RED I FEB 2004 1 GME Project Igo. B -2626A location; typically Gauge No. 2: Top corner of shoe, directly below gauage i and 3; typically Gauge No. 3: Bottom corner of glass, directly below gauge 1 and directly above gauge 2; typically Gauge No. 4: Directly on top of the second wedge from the location of the applied load (wedge system ordy); typically Gauge No. 5: On the outside of the shoe, load side, directly center of the second wedge from the location of the applied load (for wedge systems) and, approximately 1 foot from the of the edge of the shoe, load side (for wet set systems) ; typically NOTE: See Individual Test Summary Sheets for descriptions of specific gauge and wedge locations Wet Set System Gauge No.1 112" or 314" _ Tempered Glass Gauge No.1 1/2" or 3/4" _ Tempered Glass l ) Load Gauge No. 2 vauge Mo. o Square or Tapered Handrail Base 4 Wedge/isolator System I 0 Load Gauge No. 2 } i Load Gauge No. 5 Square or Tapered Handrail Base 3 Wedge/isolator Square or Tapered Handrail Base GLASS DEFLECTION GME CONSULTANTS 'TEST APPARATUS CONFIGURATION OF ILLINOIS, INC. Geotechnicai materials Environmental C.R. LAURENCE CO., INC. 3824 Industrial Drive, Unit LOS ANGELES, CALIFORNIA Bridgeview, Illinois 80455 (708) 430 -1071 SAT I RED I FEB 2004 1 GME Project Igo. B -2626A 16 April 2015 Architectural Railing Division C.R.Laurence Co., Inc. 2503 E Vernon Ave. Los Angeles, CA 90058 (T) 800.421.6144 (F) 800.587.7501 www.crlaurence.com SUBJ. TAPER -LOCO SYSTEM DRY-GLAZE LAMINATED GLASS RAIL SYSTEM 9/16" LAMINATED GLASS - L56S BASE SHOE The GRS Glass Railing Dry Glaze Taper -LocTm System utilizing 9/16" laminated tempered glass balustrade lights in a properly anchored, aluminum extruded base shoe and appropriate cap rail to construct guards for fall protection. The system is intended for interior and exterior weather exposed applications and is suitable for use in most natural environments. The system may be used for residential, commercial and industrial applications where not subject to vehicle impacts. This is an engineered system designed for the following criteria: The design loading conditions are: Conc. load = 200 Is any direction, any location along top or 42" above walking surface* Uniform load = 50 plf perpendicular to glass at top or 42" above walking surface* Load of 50 lbs on one square foot at any location on glass. Wind load = As stated for the application and components, 10 psf minimum - ASD level. *Refer to IBC Section 1607.7.1, applicable when fall protection is required. Glass stresses are designed for a safety factor of of 4.0 (IBC 2407.1.1) for live loads. The system will meet the applicable requirements of the 2009, 2012 and 2015 International Building Codes, 2010 and 2013 California Building Codes, and 2010 Florida Building Code (as wind loading permits) and other state codes adopting the IBC. Aluminum components are designed in accordance with the 2005 and 2010 Aluminum Design Manuals. Stainless steel components are designed in accordance with SEI/ASCE 8 -02 Specification for the Design of Cold - Formed Stainless Steel Structural Members or AISC Design Guide 27 Structural Stainless Steel as appropriate. j Edward Robison, P.E. EDWARD C. ROBISON, PE 10012 Creviston Dr NW Gig Harbor, WA 98329 253- 858 -0855 /Fax 253 - 858 -0856 elrobison @narrows.com C.R. Laurence LRS with 9/16" Laminated Glass in L56S Base Shoe 04/16/2015 Page 2 of 19 Signed 04/16/2015 Poll— I C A-Fol 42123 -2 , EDWARD C EXP 0373-1/2017 C. LICENSED PROFESSIONAL ENGINEER -No-1 1576-S- N-Z�� EXP 04/30/2016 0 ONNUMM M EDWARD C. ROBISON. EXP 09/30/2015 C. M 03/31/2017 EXP 12/31/2016 FIRM #F-120" EXP 12/31/2015 ROBISON rRUCTUFU No. 49767 �1 ROBISON EXP 11/30/2016 EDWARD C. ROBISON, PE 10012 Creviston Dr NW Gig Harbor, WA 98329 253-858-0855/Fax 253-858-0856 elrobison@narrows.com C.R. Laurence LRS with 9/16" Laminated Glass in L56S Base Shoe 04/16 /2015 Page 3 of 19 Typical Installations: Surface mounted to steel with anchors @ 12" oc.: Residential, Commercial and Industrial Applications: Rail Height 36" or 42" above finish floor. Base Shoe Allowable wind load ASD L56S Glass strength controls 1/2" Wedge -Bolt to concrete @ 12" oc. @6" O.C. Rail Height 42" above finish floor. Base Shoe Allowable wind load ASD L56S 32.0 psf Glass controls 1/2" x 6" lag screws to wood @ 12" oc. 06" O.C. Rail Height 42" above finish floor. Base Shoe Allowable wind load ASD L56S 32.8 psf Glass controls For other balustrade heights multiply above values by 3.52ff Embedded base shoe: Glass strength controls for all cases ALLOWABLE LOADS ON GLASS Rail Height 36" above finish floor. Lam. Glass thickness 9/16" 52.: Commercial and Industrial Applications: Rail Height 42" above finish floor. Lam. Glass thickness Allowable wind load ASD 5 psf for PVB 79.5 psf for SGP Allowable wind load ASD 9/16" 38.6 psf for PVB 58.4 psf for SGP Based on safety factor of 4.0 on glass modulus of rupture. For other heights refer to charts on page 10 for allowable wind load versus glass height. GLASS CANTILEVER HEIGHT FOR FALL PROTECTION IS 39" FOR PVB (43" GUARD HEIGHT) AND 59" FOR SOP (63" GUARD HEIGHT) BASED ON 50 PLF LIVE LOAD BEING APPLIED AT TOP OF GLASS. REFER TO GRS ENGINEERING REPORT FOR CAP RAILS (REQUIRED FOR FALL PROTECTION) Taper --Loc@ System Typical Installation EDWARD C. ROBISON, PE 10012 Creviston Dr NW Gig Harbor, WA 98329 253- 858- 0855/Fax 253 - 858 -0856 elrobison@nan-ows.com Page 1 of 2 t Your VView =m Sin 9 Account Cart Help How G.R. Laurence Co., Inc. Vii. I v On I I Etrtar ``aur Search Word(s) Here Search Bar n aatalo Libra ry 'lot a CRL .401 ft a ... "; ,ustomer? Searching on AFWC Frameless Windscreen Clamps Agreement in order to Access CRL -U.S. Alu Reports GRL t CRL Total Search Aluminum Sunshade 14ew Product Area Systems The Engineering Reports contained on the Engineering opular Product and Test Report webpage are based on International - nes IVE roducts by American Institute of Building Code and California Building Code loads specific ndustry Steel Construction to the dates on the 1st page of the report. These Products & ertificate generic system reports can be used as a tool by the Services Professional Engineer or Structural Engineer along with architecturr al Metal ARS Aluminum Railing Project Specific Shop Drawings to provide a complete Systems Systems t engineering package which typ lcall consists of a 4rchitectural Calculations Report based on local codes /project Railing Systems AWS Aluminum specifications and stamped Shop Drawings. krchitectural Windscreen Systems ,ustomers Blumcraft / CRL Glass Calculations in these reports must be verified by the PE/ kutomotive SE providing the site specific calculations and stamped ,roducts Railing Systems drawings. IBC Loads in these reports may differ from 3lumcraft City o€ Los Angeles specifications or jurisdictional codes and need to be Nsplay Systems verified by the PE/SE of Record for the Project. )oar & Window iardware CRL Dry Glaze Door and Sidelite System j The reports are generic system calculations and not ntrance Systems meant to be used as site specific calculations. They have Siass and Glazing Siass Machinery CRL Tension Rods been prepared by a 3rd party Engineer in good faith and land Held and generated based on a specific point of time noted by the lower r Toots To CRS Component date on the top right front page of every report, running tospi and Railing Systems changes occurring In fabrication procedures or product >enrice Hardware after this date may not be incorporated into the reports. )tenor ©ard Glass Awning CRL -U.S. Aluminum does provide the service of Project }artitions Systems Specific Shop Drawings, as well as Project Specific ackson Exit Calculations; If you would like more information >ystems GRS Laminated regarding these services please feel free to contact the ,ey Control Tempered Glass appropriate technical sales group at (800) 421 -6144 ►pecialists Railing Systems x -7700. 4achinery and i .arge Equipment GRS Monolithic 4onterey Tempered Glass lost Systems Railing Systems 'roduct inishes /Galleries Office Wall Systems shower Doors P- Series Post Railing Ptandoffs 'ajima System APER-LOCO Point Supported ',ystem .ransaction Spider Wail Systems lardware JlPremier Panel System http: / /www.crlmence.com/ apps /contentloader /default.Wx ?content= webcac... 5/9/2015 Eagle Roofing Products, LLC. 1575 E. C R 470 Sumterville, FL. 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Eagle Seal Underlayment LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 1011.05 Expiration Date: 03103/15 Approval Date: 02 /02/12 Page.1 of 4 ram MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/pera Eagle Roofing Products, LLC. 1575 E. C R 470 Sumterville, FL. 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Eagle Seal Underlayment LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 1011.05 Expiration Date: 03103/15 Approval Date: 02 /02/12 Page.1 of 4 ROOFING COMPONENT APPROVAL Category Roofing Sub - Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED O Test Product Dimensions Specification Eagle Seal 3' x 33.4' rolls TAS 103 3' x 66.8' rolls MANUFACTURING PLANT(S): 1. Tuscaloosa, AL R LABELED BY APPLICANT: Product Description Self adhering, non -woven fiberglass mat reinforced membrane for use as an underlayment in high temperature sloped roof assemblies. EVIDENCE SUBMPC>'ED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials BWR 514-02 -01 ASTM D 1970 09/04/09 Technologies (rev) PRI Construction Materials VRMI- 011 -02 -01 ASTM D 1970 03/30/09 Technologies PRI Construction Materials BWR- 511 -02 -01 ASTM D 1970 09/29/09 Technologies PRI Construction Materials BWR 511 -02 -01 ASTM D 4798 09/29/09 Technologies PRI Construction Materials BWR- 522 -02 -01 ASTM D 1970 03/16/10 Technologies PRI Construction Materials BWR 513 -02 -01 TAS 103 02/19/10 Technologies BWR 518-02 -01 NOA No.: 11- 1011.05 Expiration Date: 03 /03/15 Approval Date: 02102/12 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non - insulated Deck Description: 19/32' or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. * In the Non -HVHZ area a Base Sheet is optional. Membrane: One or more plies of Eagle Seal underlayment with a minimum 4" side lap and 6" end lap. Surfacing: Approved Roof Assemblies. See Limitation #3. NOA No.: 11- 1011.05 Expiration Date: 03 /03/15 Approval Date: 02/02/12 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Eagle Seal underlayment shall be installed in strict compliance with applicable Building Code. 3. Eagle Seal underlayment may be used in asphaltic shingles, metal panels, wood shakes and shingles, quarry slate, and tile roof assemblies. 4. Eagle Seal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base /Anchor sheet underlayment. S. Eagle Seal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 7. Eagle Seal underlayment may be used with any approved roof covering Notice of Acceptance listing Eagle Seal underlayment as a component part of an assembly in the Notice of Acceptance. If Eagle Seal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami - Dade County Product Contr ol Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 8. Eagle Seal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 9. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 10. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 11. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 12. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Eagle Seal underlayment shall be applied over the underlayment. 13. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 14. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 11- 1011.05 Expiration Date: 03103/15 Approval Date: 02/02/12 Page 4 of 4 CAPE CANAVERAL BUILDING DEPARTMENT Roofing Permit Application Requirements Contractor 4ff/ /r5 04 fca4- sJtu4 &®iw_Phone Jk-'/ - 956:4? 772 Job Address / ®ee i^o Ze,-`'9 Work Description cfs e- le?- ® � REQUIRED ITEMS: 1) One (1) completed APPLICATION FOR BUILDING PERMIT. /2) Two (2) copies of the Roof Specifications for each type of roof covering. (Not required for typical shingles). ,/ 3) Roof pitch (slope): in 12. v 4) Roofing Type Area a) Shingle: sq. b) Tile: to sq c) Built -Up: sq. d) Single -Ply: sq. e) Other Type sq. Weight or Specification Manufacturer Deck Insulation E� /g INFORMATIONAL NOTES FROM THE FLORIDA BUILDING CODE: 1) Roofing shall be applied in accordance with the Florida Building Code current edition, and the Manufacturer's current published application instructions. 2) The entire City of Cape Canaveral is designated to be in the 150 mph wind zone, exposure category "C". All types of roofing shall be installed in accordance with the manufacturer's specifications: Approved N.O.A. 3) Any damaged or rotted sheathing or fascia shall be replaced. All plywood rips shall be 24" min. width per FBC. Table 2304.7(3). Replaced plywood will need to be clipped or blocked. 4) Underlayment for shingle roofing for slopes less than 4:12 down to 2:12 shall be two (2) layers of asphalt saturated felts applied in double coverage, or a self - adhering polymer modified bituminous sheet. 5) Re- Roofing (recovering) may be applied over only one (1) existing layer of sound roofing materials for a maximum total of two (2) layers. 6) If you have a flat roof (no slope), you must provide positive roofdrainage (no ponding of water after 48 hours) at the time of re- roofing. 7) A copy of the Roofing Specifications shall be kept at the job site along with the permit card at all times while the permit is active. The permit card shall be conspicuously displayed and protected from the weather. 8) Inspections: 1. Sheathing 2. Dry-In (drip eve /valley flashing/vents) 3. Final 9) A notarized re- roofing roof deck nailing affidavit may be submitted in lieu of the roof sheathing inspection. INFORMATIONAL NOTES FROM THE CAPE CANAVERAL BUILDING DEPT: 1) Re- roofing will need to comply with the Hurricane Mitigation Retrofit Requirements. Contact the Building Department for more information. 2) During the dry -in phase, all roof openings (vents, skylights, etc) shall be marked and protected from falling danger. Failure to provide fall protection is a violation of OSHA requirements and subject to fines. 3) Many peel and seal underlayments have restrictions as to how long they can be exposed to sunlight. 0 4) We don't want to slow down any re- roofing work waiting for an inspection. Schedule roofing inspections one day ahead, so the inspector can see the roof covering installation while still in- progress. 5) An in- progress inspection is necessary for all re -roofs which have concealed fasters (i.e. tile, metal). 6) A final inspection is required when the job is complete. 7) No construction noise is allowed on S days an holidays (Ord. 34 -154). CONTRACTOR'S SIGNATURE: DATE: G: Bldg .Dept.Forms /Applications/Roofing Requirements 5/14 This form may be duplicated OFFICE COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: ANDERSON RESIDENCE &elder Name: BOYD CONSTRUCTION street 7910 AURORA CT. Permit Office: CAPE CANAVERAL City, State, Zip. CAPE CANAVERAL. FL, 32911- Permit Number. owner: MR. 8 MRS ANDERSON Jurisdielion: 151100 Design Locatiarr: FL, MELBOURNE REGIONAL AP 1. New construction or existing New (From Plans) 9. Wafl Types (880.0 sglt.) Ire ulatian Area 2. single famly or multiple family Sing"Ifffiv a. Concrete Sim* - Ext Insul, Exterior R=4.5 880.00 fP b. NIA R= W 3. Number of tuft, if multiple family 1 c. WA -Z..jb f=LIZ R-- fP 4. Number of Bedroom 1 d. NIA dw T R= W 10. Gerbig Types (700.0 sglL) Msubition Area 5. tttis a west case? No a. Under Attic (Verb R =30.0 700.00 tP 6. Conditioned Eaor area above grade (W) 700 b. NIA R= fe c. NIA R= fP Conditioned Boor area bebw grade QF) 0 11. Ducts R ff 7. Windows(78.0 sgfL) Description Area a. Sup: Attic, Ret Attic, AH: Main 6 1 A a. U- Factor: Dbl, U=0.55 78.00 fi° SHGC: SHGC=0.45 fl' 12. Goofing system kBh ty Efficiency b. U- Factor NIA a. Central Ural 18.0 SEER-16.00 SHGC: c. U- Factor: NIA fP SHGC: 13. Heating systems kBkft Efficiency d. U- Factor: NIA ft° a. Electric Head Pump 15.0 HSPF :7.70 SHGC: Area Weigh Average Overhang Depth: 2.000 fL Area Wei Average SHGC: 0.450 14. trot water system a. Electric Cap: 40 gallons 8. Floor Types (700.0 sgft) Insulation Area EF: 0.920 a. Slalk"rade Edgelrmlation R=0.0 700.00 W. b. Conservation features b. NIA R= fP None c. NIA R= 15. Credit Pstat °aeb�al +P Modified Loads: 15.61 GlasslFloorArea: 0.111 °° - "F- - -- PASS °o �,O Reference Loads: 22.06 '••i�hah ° , I hereby certify that the ns ce Review of the plans and by this 04'ti`IE ST4,�, this calculation are in specifications covered ��. c= �a Code. O calculation indicates compliance s ' . e °.. : a with go Floride Energy Code. PREPARED BY: °` Before censtnrction is completed O DATE: '+ ° ^ F (- •• °' ' NIW '00o !�LeS S }� 4e, °° �� ' this building wgl be inspected for compliance with Section 553.908 �. � ` V � 1 hereby certify that this boil ' ° ramp Florida Statutes. J� �COD� 5 with the Flo ide Ener�r WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection ChecidW 11 h 81014 3:51 PM EnergyGaugee USA - FtaRes2010 Section 405.4.1 Compbant Software Page 1 015 11/18/2014 3:51 PM EnergyGauge® USA - FiaRes2M0 Section 405.4.1 Compffard Software Page 2 of 5 PROJECT Title: Bing Type: Owner: # of Una: SuBder Name: Permit Office: JurbdkftL Family Type: NewlE>ostithg: Comment ANDERSON RESIDENCE User MR. 6 MRS ANDERSON 1 BOYD CONSTRUCTION CAPE CANAVERAL 151100 Single-family New (From Plans) Bedrooms: 1 Conditioned Area: 700 TotoI Stories: 1 Word Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Lot # Block/SubDihsion: Pic Street County: City, State, Tip: Street Address 7910 AURORA CT. BREVARD CAPE CANAVERAL, FL, 32911 - CLIMATE V Design Location TMY Site IECC Design Temp Zone 97.5% 2.6% Irt Design Temp Heating Desk Daily Temp Winter Summer Degree Days More Range FL, MELBOURNE REGI FL MELBOURNE REGI 2 45 90 70 75 369 69 Medium BLOCKS Number Name Area Volume 1 Bloc81 700 5600 SPACES Number Name Area Volume Kitchen Oct Bedrooms InS ID Firfted Cooled Heated 1 Mash 700 560D Yes 2 1 1 Yes Yes Yes FLOORS # FI= Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab- On-Grade Edge irsulao Main 110 ft 0 700 fP _ 0 0 1 ROOF V # Type Maters Roof Gabs Roof Area Area Color Solar Abscr. SA Emilt Tested Emitt Deck bitch Tested Insul. (deg) I Kip Memel 758 tP 0 fF 13911t 0.96 No 0.9 No 30 22.6 ATTIC / V # Type ventilation Vert Ratio (1 in) Area RBS IRCC 1 Full altic Vented 300 700 If N N CEILING # Ceiibtg Type Space R -Value Area Framing Frac Tmss Type 1 Under Attic (Vented) main 30 700 fP 0.11 Woad 11/18/2014 3:51 PM EnergyGauge® USA - FiaRes2M0 Section 405.4.1 Compffard Software Page 2 of 5 11 H 82014 3:51 PM EnergyGauge® USA - FiaRes2010 Simon 405.4.1 Compllard Software Page 3 of 5 WALLS Adjacent Cavity Width Height Sheaftft Fmmbtg Solar Bekaa 1 N 2 E 3 S _ 4 W Exterior Concrete Block - Ext tnsul Extedw Concrete Block - End btsaul Exteriot Concrete Block - Ext Insul Exterior Concrete Block - Ext btsul Main 4.5 20 8 160.0 fP 0 0 0.75 mains 4.5 35 8 280.0 ff O 0 0.75 Main 4.5 20 8 160.0 fP 0 0 0.75 Vain 4.5 35 8 280.0 ff 0 0 0.75 0 0 0 0 DOORS # Omt Door Type Space Storms U -Value Ft In wd Area 1 E Wood Morn Norm .46 3 6 8 201E Orkettabort WINDOWS shown Is the eked, PmPosed orimdgon. # vM Omt ID Frame Panes Overlmn9 NfRC U-Faaor SHGC Area Depth Separation IM Std Screening 1 2 3 N 1 Metal Double (T6►t4 E 2 Metal Doubts (Tbn 4 S 3 Metal Double (Tinted) Yes 0.55 0.45 54.01P 2 ft 0 kr 2 ft 0 le Drapesibfinds Yes 0.55 0.45 18.0 fP 2 ft 0 in 2 ft 0 m Drapeslbfmds Yes 0.55 0.45 6.0 fig 2 ft 0 i n 2 ft 0 at Draper blinds Now None None INFILTRATION # scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Whafetwuse Beal Guess .0005 918.1 50A 94.78 .365 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Dui 1 Electric Heat Pump Nona HSPF: 7.7 15 kBbaAv 1 sysfkl COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Black Ducts 1 Central Unit Split SEER: 16 18 kBbuAtt 540 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Lorin EF Cap Use WPM Conservation 1 Electric None Mah 0.92 40 gal 40 gal 120 deg Now SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector StoreBe System Model # Collector Model # Area Volume FEF Note None fP 11 H 82014 3:51 PM EnergyGauge® USA - FiaRes2010 Simon 405.4.1 Compllard Software Page 3 of 5 1111812014 3:51 PM EnergyGaugeS USA - FWtes2010 Section 405.4.1 Compliant Software Page 4 of 5 DUCTS J — Supply — — Return — Air CFM 25 CFM25 WAC # # Location R Value Area Location Area Leakage Type Hander TOT OUT QN. RLF Heat Coot 1 Attic 6 1.4 ft' Ate 1.81P Default Leakep Main (Defaulf) (Default) 1 1 TEMPERATURES Programable Thermostat Y Ceiling Farms H 8F MI MI MI M, M" I nlun nM n n W Oct Nov ov W Nov MQ*c Dec Vey Jan Feb Mar I Jun Jul Aug Sep Dec Thermostat Scheib*: HERS 2006 Reference Hours Selvedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooft ) 80 so 78 78 78 78 78 78 PPM 7788 7788 7766 78 Cookrtg H) 78 78 78 78 78 76 PPM 78 78 78 78 78 78 HeataV W°) AM 68 se 68 se 8$ se 88 e$ 68 66 66 PPM 6688 Heating (WEH) AM 66 66 65 66 66 68 68 68 68 68 68 68 PM 68 68 68 6B 6B 68 68 68 68 68 66 66 1111812014 3:51 PM EnergyGaugeS USA - FWtes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 7910 AURORA CT. PERMIT* CAPE CANAVERAL, FL, 32911- MANDATORY REQUIREMENTS SUMMARY - Sae Ind'vildual code sections for full detalls. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfimisq.ft. Testing or visual inspection require. Fireplaces. gaskete doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat 6 403.1 At least one thermostat shall be provide for each separate heating controls and ding system. Where forced -air furnace is primary system, prc>grammabte thermostat is required. Heat pumps with supplemental elecInc heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constricted and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap require for vertical pips risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 +accessible manual OFF switch. M1 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make -up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of =1 S Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor - retardant covers or a liquid cover or other means proven to reduce heat loss except if 700A of heat from site - recovered energy. Offitimer switch required. Gas heaters minimum thermal efficiency--780A (82% after 4/16!13). Heat pump pool heaters minimum COP= 4.0. cooknlIft 403.6 Sizing calculation performed S attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification require. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceitingswise waft 405.2.1 R -19 space permitting. I I 2014 3:51 PM ErmMGaugeS LISA - FlaRes2010 Section 405.4.1 CompOwd Some Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 71 The lower the EnergyPerformance Index, the more efficient the home. 7910 AURORA CT., CAPE CANAVERAL, FL, 32911- 1. New construfon or exbOV 2. Single bm* or muWe fang 3. Number of units, if mul" ferly 4. Number of Bodmorns 5. Is two a worst case? 6. cordoned floor area (W) 7. Wind&W- DescrVion a. Lt-Factor Dbk U-0.55 SHGC: SHGC=0.45 b. U- Factor: NIA SHGC: c. U -Factor WA SHGC: d. U- Factor: NIA SHGC: Area Wooled Average OemtmV Dep% Area We%Pftd Averap SHGC: New (From Pte) 9. Wan Types Insutafian Area a. concrete Block - Fid Unwi. Exterior R=4.5 880.00 r b. WA R= IF 1 a NIA R= 1P 1 d. NIA R= 1P 10. CeBng Types Insulation Area NO a. Under Aldc (Vented) R=M.O 700.00 fF 700 b. NIA R= f? c. NIA R= fF Area 11. Ducts R ff 78.00 if a. Sup: Attic, Rot Aft. AM: Main 6 1 A 12. Coonng systems kBhft Efficiency fP a. Contra! Urd 18.0 SEER:16.00 W 2.000 fL 0.450 8. Floor Types motion Area a. Shb4)n -Grade Edge halation R=0.0 700.00 fF b. NIA R= ff? c. NIA R= fP 13. Heating systems a. Elsx2c Heat Pump 14. Hot water systerrm a. Electric b. Qnsermfion feahues None 15. Credits I certify that this home has cornplied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code c:oaacilant features. Builder Signature: / Date: Address of New Home: 7 tM1 ' - City/FL Zip :�-T kBtuff r Efficiency 15.0 HSPF :7.70 Cap: 40 gallons EF: 0.92 SPA ;P �'' ::i:i":�• P° 1 s� e wE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 639 -1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Comm'Issior ?s support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. USA - FbRes=0 Section 405.4.1 compliant Software FVIC; copy M MIAMI DADE COUNTY PRODUCE CONTROL SECTION BUILDING MID NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, n 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County HNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami Dade County) and/or the AHJ (in area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may Immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRipTION: Capistrano Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dads County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #07- 1018.09 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.:11- 0321.03 Expiration Date: 10/05/16 Approval Date: 05!12/11 Page 1 of 7 ROOFING Assm BLY APPROVAL C e o • Roofing Sub Cate W: Roofing Tiles • Concrete I. SCOPE: This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPnom. Manufactured by Test Product Auwn-cgpt Di Sneeitir.atians DAWARdon Capistrano Concrete L- 17" TAS 112 High profile concrete roof tile. For direct Tile W =12'/4" deck or battened nail -on applications. Thickness = %7 Trim Pieces I = varies TAS 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. NOA No. ;11- 0321.03 Expiration Date: 10/05/16 Approval Date; 05/12/11 Page. 2 of 7 2.1 EVIDENCE SUBIMITTm Test AMU T t Identifter Test &Me -me= Date PRI Asphalt Technologies ERPF -001 -02-02 TAS -112 Aug. 2006 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & 102(A) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P09647 -01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept, 1993 vs. smooth shank nails The Center for Applied 94 -083 Static Uplift Testing April 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101(Mortar Set) The Center for Applied 25- 7094 -(3, d & 9) Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 The Center for Applied 25- 7120 -(1 & 2) Static Uplift Testing Nov. 1994 Engineering, Inc. TAS 102 The Center for Applied 25- 7183 -(3 & 4) Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7214 -(3, 4, &7) Static Uplift Testing Match, 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7804 -4 Static Uplift Testing Sep. 19% Engineering, Inc. TAS 102 Celotex Corporation 520111 -3 Static Uplift Testing Dec. 1998 Testing Services TAS 101 Celotex Corporation 520191-2-1 Static Uplift Testing March 1999 Testing Services TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2008 NOA No.:ll- 0321.03 Expiration Date: 10/05/15 Approval Date: 05/12/11 Page 3 of 7 3. LrnuTAnom 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building codb. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimermlone (1 x W) Tile Profile Weight -W (IbQ Length -I (ft) 1 Width -w (R) Capistrano Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multi liens - A Tile Profile A (ft Batten Application A (it Direct Deck Application 1 Capistrano Concrete Tile 0.300 0.277 Table 3: Radoring Moments due to Gravi - M ft4 Tile Profile 3 ":12" 4':12" S" :12" 6 ":12" Greater than i':12" Capistrano Concrete Tile Battens Direct Deck Battens Direct Deck 1 Battens Direct I Deck Battens Direct I Deck Battens Direct I Deck 8.68 6.89 1 6.67 6.88 1 6.44 1 6.73 1 6.28 1 6.66 1 6.10 1 6.38 NOA No.:11- 0321.03 Expiration Date: IWDS116 Approval Date: M2/11 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft Ibf) for Nall -On System Tile Profile Fastener Type Direct Deck (min 1602" plywood) Direct Deck (ndn.19132" plywood) Battens Capistrano Concrete 2 -10d Ring Shank Nails 28.6 412 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -1 Od Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail Field CI 23.1 23.1 19.0 1 -1Od Smooth or Screw Shank Nail Eave CI 29.3 29.3 24.0 2 -1 Od Smooth or Screw Shank Nails Feld Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails 33.1 48.1 46.2 1. Installation with a 4" the hWdlap and fasterners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft4bf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 29.3 1 Ses manufactures component approval for installation reQuIrements. 2 FeAble Products Company TiieBond Average weight per patty 10.7 gnaw. Polyfoam Product Inc. Average welpht per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Minimum Attachment Resistance Capistrano Concrete Tile Po~ Po ray" S Tileemte Roof Tile Mortar. 66.5 Polyfosm Pol Pro's° 38. 3 Larne paddy placemeM of 63grame of Pol Pro Tm. 4 Medium pddy placemeM of 24 rams of P PrgTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft4bf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Capistrano Concrete rile Mortar Sef 24.6 S Tileemte Roof Tile Mortar. NOA No.:11- 0321.43 Expiration Date: IOAW16 Approval Date: OSl14d11 Page 5 of 7 5. LABELmG : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". FLORIDA CAPISTRANO CONCRETE ROOF TILE 11AUE1,9 SUMTERYILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILD m Pmm REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to property evaluate the installation of this system. NOA No.:11- 0321.03 Expiration Date: 10/05/16 Approve! Datte: 05/12/11 Page 6 047 Ki4 PROFILE DRAwrNG CAPISTRANO CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:11- 032I.03 Expiration Date:l0MS/16 Approval Date: OS/12i11 Pa$e 7 of 7 Truss Fabricator: Job Identification: Truss Count Model Code: Truss Criteria: Engineering Software: Structural Engineer of Record: Address: Minimum Design Loads: Alpine, an ITW Company 2400 Lake Orange Drive suite 150 Orlando FL 32837 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL 1999 Page 1 of 1 Document ID:1VB9761- 20106090539 Central Florida Truss 14- 0593- /CHARLES BOYD /ANDERSON JOB / -- 7910 AURORA CT 16 Florida Building Code 2010 FBC201ORes /TPI-2007(STD) Alpine Software.Version 13.01. The identity of the structural FOR did not exist as of the seal date per section 61615-31.003(5a) of the FAC Roof - 37.0 PSF @ 1.25 Duration Floor - 65.0 PSF @ 1.00 Duration Wind - 150 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer /engineer of record. as defined in ANSI /TPI 1 2. The drawing date shown on this index sheet must match the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing number is preceded by: HCUSR761 Details: STRBRIBR -DEFLCAMB- CNSY42PL-LSCSYX2A- . Description 1 44909 - -FT1 2 44910 - -FT2 3 44911 --FT3 4 44912- -FT4 5 44913- -T1 6 44914 --T2 7 44915 --T3 8 44916 - -T4 9 44917 = -J1 10 44918--KJ1 11 44919 - -CJ1 12 44920--CJ2 13 44921 - -CJ3 14 44922--CJ4 15 44923 --CJ5 16 44924 - -CJ6 Drawing._ Date 14310080 11/06/14 14310094 11/06/14 14310095 11/06/14 14310086 11/06/14 14310087 11/06/14 14310088 11/06/14 14310089 11/06/14 14310090 11/06/14 14310091 11/06/14 14310092 11/06/14 14310093 11/06/14 14310081 11/06/14 14310082 11/06/14 14310083 11/06/14 14310084 11/06/14 14310065 11/06/14_ �`'y��•• °�j,�� Sic v F n_ 7.®a l v. • Z—� 11/00014 William K Krick -Truss Design Engineer- 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 1 �� 000CCCCCC s. ,. L l THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (14-Vn1tJ- /6HAKLtJ bUYU /ANUtKJUN JUb / -- 1`.11U AUKUKA GI CAFt CANAVLKAL, VL - F11) TC LL 40.0 PSF Top chord 4x2 SP #2 -13B Deflection meets L/480 live and L/360 total load. Creep increase Bot chord 4x2 SP #2 -13B factor for dead load is 1.50. Webs 4x2 SP #2 -13B ,he latest edition Of B[SI (BUlltling Component Se /sty Information, by TPI end WTCA1 for safety Dr to perform'ng these functions. Installers Abell prove de tempo rery bred ng per BCS 1. Unless net rlyi HC -ENG SSB /WHK top chord shall have properly attached structural sheathing and bottom chard shall have a props y at �R hey TOT.LD. 65.0 PSF Truss must be installed as shown with top chord up. Lumber grades designated with °13B° use design values approved SPACING 24.0" 1/30/2013 by ALSC Wall girder loading on this truss. Special loads A seal on tots drawing or coyer pego lUting this drawingy, l4dlcetes atteptancs of professional n reaponatbt lit y solely far the design shown. The suttebtltty and use of this drawing for any str �t i� Sheathing is required for any longitudinal(drag) forces. All ---- -- (Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) connections to be designed by the building designer. TC- From 340 plf at 0.00 to 340 plf at 19.71 BC- From 5 plf at 0.00 to 5 plf at 19.71 SPECIAL LOADS - - - - -- (LUMBER DUR.FAC. =1.00 / PLATE DUR.FAC. =1.00) TC From 249 PLF at 0.13 to 249 PLF at 19.83 BC From 5 PLF at 0.13 to 5 PLF at 19.83 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 3X3 = 1.5X4 III 1.5X4 III 1X4 (R) = 1.5X4 III 1.5X4 III 1.5X4 III 1.5X4 III 1.5X4 III 1.5X4 III 1X4 (R) 1.5X4 III 1.5X4 III 1.5X4 III 1.5X4 III 1.5X4 III 3X3 = 1X4 (R) - 3X3 = o jai 8 19 -11 -8 Over Continuous Support R =345 PLF W= 19 -8 -8 iNote: All Plates Are 1X4 Except As Shown. TC LL 40.0 PSF Design Crit: FBC2010Res /TPI- 2007-(STD) PLT TYP. Wave FT RT =12%a Oq /q 5 0 13 DATE 11/06/14 * *WARNING) ** READ AND FOLLOW ALL NOTES ON THIS ORAWINOI i * *IMPORTANT ** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling. shipping. Installing and bracing. Refer t ,he latest edition Of B[SI (BUlltling Component Se /sty Information, by TPI end WTCA1 for safety Dr to perform'ng these functions. Installers Abell prove de tempo rery bred ng per BCS 1. Unless net rlyi HC -ENG SSB /WHK top chord shall have properly attached structural sheathing and bottom chard shall have a props y at �R hey TOT.LD. 65.0 PSF SEQN- 514521 rigid c¢111nq. Locations Shown for permanent lateral restraint of webs shall have bracing Iglt led peY B sections 33, S7 or Blq, as apple other. apply plates to each face of truss an0 position as she a0ov qe and the Joint Uetetla. unless noted otherwise. Refer to tlrewings laOA-Z for standard plate p0slti syy a SPACING 24.0" JREF- 1VB9761_ZO1 any Alpine, a division of ITW Bonding Components GroUD lnc. shall not De re s0 on31Dle Por any devt tAgl g AN n1N COMPANY drawing, any failure to build the truss In conformance with ANSI /TPI 1, or for handling. ship DI fnsta 11at1°n & Dr ac ing of trusses. F A seal on tots drawing or coyer pego lUting this drawingy, l4dlcetes atteptancs of professional n reaponatbt lit y solely far the design shown. The suttebtltty and use of this drawing for any str �t i� 24001.ake Olmge Dr Suite 150 responsibility of the Building Designer per ANSI /TPI I Sec.2. (,/(1 QIIBINI0.r'L szsiT For more Information s e this job's general notes page and these web sites: FL CUA 9D Z78 ALPINE: ww.alDinel tw.com; TPI: www. tpinst.org: WTCA: www. sbclndustry.com: ICC: www.1-safe- 3X3 = 1X4(R) 01-8 2 -0- -0 9-0-0—L- .13 QTY:1 FL 1 - R - Scale TC LL 40.0 PSF REF R761-- 44909 j� TC DL 20.0 PSF DATE 11/06/14 DRW HCUSR761 14310080 BC DL 5.0 PSF BC LL 0.0 PSF HC -ENG SSB /WHK .� TOT.LD. 65.0 PSF SEQN- 514521 DUR.FAC. 1.00 FROM GLM SPACING 24.0" JREF- 1VB9761_ZO1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (14-UD73'/l. i1HKLt3 OUTU /ANULKJUIN UUtl / -- /71U AUKUKA GI I.ANt GANAVtKAL, hL - hIYJ Top chord 4x2 SP M -30 + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and Bot chord 4x2 SP M -30 bridging recommendations. Webs 4x2 SP #2 -136 top chord shall have properly attached structural sheathing and bottom chord shell have a prope y at ,a he Ta Q n �� IL1= �LLL111 rlgld ceiling. Locations shown far permanent lateral restraint of webs shall have Dreti ng inat led par B actions 83. N7 or BI ' es apolic sole. Apply plates to each face or truss and position as sho abov �' and the Joint Details, unless noted otherwise. Refer to drawings IeOA -2 for standard plate posits 1. 1a� Alpl he. a 41" 1on nT Ilw Bun aloe components croup Inc. sn ell not be responsible for any d-I t* a• m AN ITW COMPANY Max JT VERT DEFL: LL: 0.19" DL: 0.25 ". See detail DEFLCAMB1014 for Lumber grades A seal on this drawing or corer page listing this Orewngg, Indicates acceptance of professional ty solely for the lost on shown. The suitability and use of this drawing for any str We designated with "13B" use design values approved camber recommendations. 1/30/2013 by ALSC Deflection meets L/480 live and L/360 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1.50. �— 8 -11-12 24' 8 -11 -12 15, Typ., 5X5 III 3X3 1X4 (R) 4X4 = 3X3 = 3X3 = 1.5X4 III 3X3 = 4X4 = 5X5 1- -0 5X5 = 4X4 = 3X3 = 3X3 = 3X3 = 3X3 = 4X4 = 5X5 = 1X4 (R) 1.5X4 III 19 -11 -8 Over 2 Supports R =1281 W =7.25" I 13 1X4(R) = 2 -0- -0 *9 -0 1.5X4 III 1X4(R) R =1281 W =7.25" TY:1 FL - 1 - - R - TC LL 40.0 PSF TC DL 20.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 65.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale = .375 " /Ft. REF R761 -- 44910 DATE 11/06/14 DRW HCUSR761 14310094 HC -ENG SSB /WHK SEQN- 514496 FROM GLM _ JREF- 1VB9761_ZO1 Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT =12% O% 5 0 13 * *WARNINGI -- READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "'IMPORTANT-- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. - `y Trusses reaufre extreme care In Pabrlcating. handling, shipoin9• installing and bracing. Rarer t epgyO the latest adl tf on ar e[sI igullding Component Sarecy Inform- tl on, by TPI and WTCA) for safety or ZZZ��ee!!!d Ip to performing these Functions. Installers shall provide temporary bracing per BCS1. unless not oil top chord shall have properly attached structural sheathing and bottom chord shell have a prope y at ,a he Ta Q n �� IL1= �LLL111 rlgld ceiling. Locations shown far permanent lateral restraint of webs shall have Dreti ng inat led par B actions 83. N7 or BI ' es apolic sole. Apply plates to each face or truss and position as sho abov �' and the Joint Details, unless noted otherwise. Refer to drawings IeOA -2 for standard plate posits 1. 1a� Alpl he. a 41" 1on nT Ilw Bun aloe components croup Inc. sn ell not be responsible for any d-I t* a• m AN ITW COMPANY drawing• any failure to build the truss fn conformanc¢ with ANSI /TPI 1, or far hendll ng, shippi Q Installation & bracing of trusses. yTa ' A seal on this drawing or corer page listing this Orewngg, Indicates acceptance of professional ty solely for the lost on shown. The suitability and use of this drawing for any str We 240DLakeOrmigaDr BUite150 OII80L0 FL sis3] FL IAA OD Z78 'aspdnatbtlt responsibility of the Building Designer per ANSI /TPI I Sec.2. For more Information see this Job's general notes page and these web sites: {' ALPINE: www.alpineit -com: TPI: wI- tpinst.org; WTCA: —# sbcindustry.com; ICC: I— iccs.f..o � I 13 1X4(R) = 2 -0- -0 *9 -0 1.5X4 III 1X4(R) R =1281 W =7.25" TY:1 FL - 1 - - R - TC LL 40.0 PSF TC DL 20.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 65.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale = .375 " /Ft. REF R761 -- 44910 DATE 11/06/14 DRW HCUSR761 14310094 HC -ENG SSB /WHK SEQN- 514496 FROM GLM _ JREF- 1VB9761_ZO1 114-VDV5- /1.NAKLLZ1 UUTU /AINVtK3VN VVb / -- /7IU AUKUKA 1.1 1.AYt t.ANAVtKAL, tL - V16 Top chord 4x2 SP M-30 Bot chord 4x2 SP M -31 Webs 4x2 SP #2 -13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Special loads ------ (Lumber Dur.Fac. =1.00 / Plate Dur.Fac. =1.00) TC- From 120 plf at '0.00 to 120 plf at 19.71 BC- From 10 plf at 0.00 to 10 plf at 19.71 TC- 2974.59 lb Conc. Load at 4.21 Truss must be installed as shown with top chord up. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 1 -5 -0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 COMPLETE TRUSSES REQUIRED See DWG CNSY42PLI014 or LSCCSYX2A1014 for connection details of 2 ply trusses. + 2x6 continuous strongback. See detail STRBRIBRIO14 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.28" DL: 0.26 ". See detail DEFLCAMB1014 for camber recommendations. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. 8 -11 -12 24" 8 -11 -12 15, Typ., 6X6 2975# 1X4 (R) = 7X6 3X6 = 3X3 = 1.5X4 III 3X4 = 1X4 (R) 6X8= 1X4(R) 2X4 III R =3631 W =7.25" 6X8 — 3X3 = 1.5X4 III 19 -11 -8 Over 2 Supports Note: All Plates Are 4X4 Except As Shown. Design Crit: FBC2010Res /TPI- 2007(STD) PLT TYP. Wave FT RT =1291 0% 5 0 * *VARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRAWIRGI * *IMPORTANT ** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses reaolre extreme care In fabricating. handling, shipping, installing and Dr acing. Rarer the latest edition or BCSI (BUfitltng Component safety Information. by TPI and WTCA) for safety p to performing these func tf ons. Installers shall Drovlde temporary bracing per SCSI. unless n top chord shall have properly attached structural sheathing and bottom chord shall have a propo 1 rlgld calling. Locations shop" Tor permanent lateral restraint of webs shell have bracing In 111E Ta actions DI B] or BIg. as anDllcable. Apply plates to each face of truss end position as sh n aC Q n PO the Joint Details. unless noted otherplse. Refer to draNings 160A-Z for standard plate posit ns. IIIJILI• =� Alpine. a division or ITW Building components Group inc. dhoti not De respoor ble for any d gi1_e drawing, any failure to Dulld the truss In conformance Nith ANSI /TD] I, or far hentlltng. ship �[ AN IrW COMPANY installation A bracing of trusses. y y or res0 nalDtltty solelygfa the "design sDSO listing tynanA use ofctlllsnAraNtnprfarseny e 2400 Lek olp Dr., Suite 150 reaponetDtll ty of the Dull dill Deatgner per The I Sec.z. Orlando ,F1, 32837 For more Informstto, see this .job's general notes page and these web sites: FL COA BD 278 ALPINE: www. alpine i tw.com: TPI: www tpinst.org: WTCA: www.sbcindustry.com: ICC: www.lccsa 3X4 = 13.0 627.13 Ha p atM • s ** G e E $ %{� jd ehed or BC e andyR® from th s U1U - 1.5X4 III 1X4 (R) R =1905 W =7.25" Y:1 FL 1 - - /R /- TC LL 40.0 PSF TC DL 20.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 65.0 PSF DUR.FAC. 1.00 SPACING 24.0" 2-0-0 -0 9 -0 Scale = .375 " /Ft. REF R761-- 44911 DATE 11/06/14 DRW HCUSR761 14310095 HC-ENG SSB /WHK SEQN- 514513 FROM GLM JREF- 1VB9761_ZO1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I14-VD73' /LNHKLtJ OUTU /ANUtKJVN VUb / -- 1y11J AUKVKA LI UANL LANAVLKAL, FL - Y14) Top chord 4x2 SP M -30 + 2x6 continuous strongback. See detail STRBRIBRIO14 for bracing a Bot chord 4x2 SP #2 -136 bridging recommendations. Webs 4x2 SP #2 -1313 Deflection meets L/480 live and L/360 total load. Creep increase Lumber grades designated with "1313" use design values approved factor for dead load is 1.50. 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 15� Typ. � 3X3 0 -3 -0 6X6 = 3X3 7 -0 -0 24" 6 -9 -4 3X3 = 1X4 III 1X4 III 3X3 = 3X4 = 4X4 +10 -9 -0 1X4 (R) 1 0 1X4 (R-0 -0 0 -412 1.5X4 III 0� 4 � 4 15 -5 -0 Be O E 15 -9 -4 Over 2 Supports R =1016 W =3.5" R =1014 W =7.25" Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT =12% O% 5 (0) 13.0 627.13 QTY:6 FL - 1 - - R - Scale =.5" Ft. **MARRING I•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGIa "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. lh'ry `jam T C L L 40.0 P S F REF R 7 6 1 -- 44912 „illy g. hen Trusses require extreme care in fabricating. handling, snipping. installing and l I.,pg. Rofo _ ..E • �; 4 the latest etlitlon of B[SI (Building Component Safety ]nfarma tl an, by TPI and NTCA) Tor safety, p '{�3 to performing tease functions. Installers shall p1-1 tle temporary bracing per BCS1. Nnlesa 1 e ee 0r tap chord snail have properly attacaetl structural sheathing and bottom chord shell have a propel �Ie1`ahe •a ri gfd cei ll ng. Locations shown far Dermanent lateral wastrel nt of webs shall have bracing ina�`alle r BC T C D L BC DL 20.0 5.0 P S F PSF DATE 11/06/14 DRW HCUSR761 14310086 Q �� AN ITW COMPANY /�� 24MLake Oraw Dr Suite 150 Orlando,FFL 92&37 FL COA 90 27& sect 03, 0] or 1310, as appll cable. Apply plates to each face of truss and rd plate as sn n . « and the Joint Details, unless notetl Otherwise. Refer to drawings lln.t, far atantlartl pieta paa,t na. . � � Alpine. a tlivi'lur of ITN Bu,tdi ng Components Group Inc. shall not be responsible for any tl ejtoq from to s A tlrawtng. any failure to butltl the truss in ca nformance with ANSI /TPI 1. or for hand,ing, ship 1* ®" Installation A bracing or trnsaes. ® •� A seal on this drawing or Cesar Page listing this drawing, Indicates acceptance of professlen a TQaN reeponef a111ty solely for the design shown. The sultaDt..ty and use of this drawing far any a IaRS ,s respone1a171 ty of the Building Designer per ANSI /TPI I Sec.2. •e �• Far mare Information a e this Jpb•a general notes page and these web artas: „. 1•,•• °` C ALPINE: www.alp,neitw.com: TPI: — tD/nst.0rg: NTCA: ww .sbcindustry.cam: ICC: www.ic csa �'� B C L L TOT. LD. 0. 0 65.0 P S F PSF H C- E N G S S B/ W H K SEAN- 514484 D U R . F A C . 1 . 0 0 F R 0 M G L M SPACING 24.0" JREF 1VB9761 ZO1 ZU 14 (14-Ub9J- /t;NAKLEJ BOYU /ANUEKSUN SOU / -- /910 AURORA CT CAPE CANAVERAL, FL - T1 Top chord 2x4 SP #2 -138 Bot chord 2x4 SP #2 -13B Webs 2x4 SP #2 -136 Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC 150 mph wind, 20.72 ft mean hgt, ASCE 7 -10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL =4.0 psf, wind BC DL =4.0 psf. GCpi( + / -) =0.18 Calculated horizontal deflection is 0.15" due to live load and 0.19" due to dead load. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128 "x3 ", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind loads and reactions based on MWFRS. #1 hip supports 7 -0 -0 jacks with no webs. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X7 = 1.5X4 III 07 = 1-0-0 -U - U 7-3-8 R =1549 U =1094 W =4" U - L - U 5 -6 -0 20 -1 -0 Over 2 Supports -U-1 -3 -8 i -0- R =1549 U =1094 W =4" +19 -1 -14 Design Crit: FBC2010Res /TPI- 2007(STD) PLT TYP. Wave FT RT =20% Oplp 5 0 13.0 627.13 QTY:2 FL - 1 - R - Scale = .3125" Ft. T• d �� 2 �C *WARNING I'* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI• `� --IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ` pj�, ,,Tr 5565 rpautre extreme care ,n fabricating. handling, sh,pping. ,,stalling antl brat,,,. Refer en�y\ iN�"'pee• �� the ,atest edition of BCS, (Ba ltling Component safety Information. by TP1 and NTCA1 for safety p l E S c to performing these font[, ens. Instep ers she n pror,ne temporary breclne per BCS7. Rnless n ZT , e a� top chord shall have properly attached structural sheathing antl bottom Chard shall hav¢ a prop the � rigid ceiling. Locations shown far permanent lateral restraint aT NabS Shall have breting In al la J/ r BC e sectl ans ," V or It.. as appll Cable. Apply plates to each face of truss and position as an n ebo� and /et11 A the aeon[ Details. unless noted otherwise. Refer to area ngs 160A-2 rar standard plate posit ns. UO ( Alpin ". a dl llluo of 1TW Rullding Components OrouD Inc. sell not be resDOns,Dle for any d gj o� Prom th s T C L L T C D L B C D L B C L L 2 O. O 7.0 10.0 O . 0 P S F PSF P S F P $ F REF R 7 6 1 -- 44913 DATE 11/06/14 D R W H CU SR 7 6 1 14310087 H C - E N G S S B / W H K AN rrW COMPANY 24�Lake0(en I)f Suite 150 orlav FFL 32837 FL COA y0278 drawl n,. any failure to build the truss in conformance with ANSI /TPI 1. or for handling. ship * e installation. arecing.1 trusses. A seal on this drawing or cover page listing this drariny Indicates acceptance oT profession aryryryppp,,, PlNerl res0onslDtltty solely for the design Shelia. The euttabll;ty and use of thla drawing far say e ie, responsibility of the Building Designer per ANSI /TPI I Sec.2. •p For more Information see this lob's general notes page and these web sites: ��e�4 ALPINE: www. alpine I tw.com; TPI: www. tptnst.org; WTCA: wvw. sbclndustry.com; ICC: www.1cc sa �� i / 1 .r• .••' S "y at�•••�,.�\ '�` TOT.LD. 37.0 PSF SEQN- 514479 D U R . F A C . 1.25 FROM G L M SPACING 24.0" JREF- 1V89761 ZO1 _ (14-Ub73- /LHAKLtZ1 DUTU /ANUtKJUN dUt3 / -- /`!lU AUKVKA GI GANt GAINAVLKAL, FL - I Top chord 2x4 SP #2 -13B Bot chord 2x4 SP #2 -13B Webs 2x4 SP #2 -13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.12" due to live load and 0.15" due to dead load. 4X4 = 4X7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 150 mph wind, 21.14 ft mean hgt, ASCE 7 -10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL =4.0 psf, wind BC DL =4.0 psf. GCpi( + / -) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Bottom chord checked for 10.00 psf non - concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1-0- 1-0- 9-1-8 - f °1 -10 -0— 1 - 9 -1 -8 al 20 -1 -0 Over 2 Supports R =822 U =582 W =4" R =822 U =582 W =4" RL= 164/ -164 +19 -1 -14 Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT =209a 0%a 5 0 13. 27.13 s �{ I, ....... a ar+C�`' OTY:2 FL - 1 - - R - Scale =.3125" Ft. * *YARNING! ** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT ** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tru ssas reaulre extreme care in Pabrlcettng. handl7ng. shtppi ng, installing and brae Ing. Refer d Ina Iateat ed,lio. of BCS 1 cBa,ldi.g Compo.a.t Safety Information. by TPI and WTCA) for aafety p to Derformtng these functions. Installers snail proYfae temporary bracing per SCSI. Unless n 1 T C L L 2 D. D P S F T C D L 70 PSF REF R761-- 44 9 1 4 DATE 11/06/14 Ta d �� AN IrW COMPANY 2400 Lake Oran Dr spite 150 Orlando FL 32837 FL COA #0 278 top Chord shall hate properly attachetl atYUCt.ral sneatntng and bottom cnord shell nave a prop tecn ad rigld sailing. Locations shown for permanent lateral restraint of webe snap have bract.. ins " r SC ecttons 83, 87 or 510, as applicable. Apply plates to each face of tress and position as sn al, and one Joint Daeal's. amass noted otherwise. Refer to drawings 11gA -2 far standard plata posit. n. e Alpine. a division of lTw 'ul lding Components group Inc. shall not be responstble for any do a4 .:from in drawl.g. any failure to bulltl the truss In conformance wit. ANSI /TPI 1, ar for handling. ship f Installation & bracing of trusses. 4 A seal on this draw ng or Layer page listing this draWlnp Im lost.. accepptance of prafeastona rIn responsibil it 7 solely for the design shown. The suttab11/t,T and use of tilts drawing for any st responsibility of the Building Designer per ANSI /TPI 1 Sea.:. n_ .,4 For more informa tton See this Job's general notes page and these web sites: Il ALPINE: www.alpineltw.com: TPI: www.tpinst.org; WTCA: — sbclndustry.com; ICC: —.iccsefe. ( ** " * �O 1 T O a � , aw *ae S3 ®� BC DL B C L L TOT.LD. 10.0 0. 0 37.0 PSF P$ F PSF DRW HCUSR761 14310088 H C- E N G S S B/ W H K SEQN- 514464 D U R . F A C . 1 . 2 5 FROM G L M SPACING 24.0" J R E F - 1 V B 9 7 6 1 Z 0 1 (iv- UOys- /t,nAKLtJ CUYU /ANUtKJUN JUB / /ylU AUKUKA CI CAYt CANAVLKAL, FL - 13) Top chord 2x4 SP #2 -13B Bot chord 2x4 SP M -30 Webs 2x4 SP #2 -13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non - concurrent live load. EFE30 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 150 mph wind, 21.35 ft mean hgt, ASCE 7 -10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL =4.0 psf, wind BC DL =4.0 psf. GCpi( + / -) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 0 1-0 10-0-8 CIE 10 -0 -8 E 20 -1 -0 Over 2 Supports R =822 U =586 W =4" R =822 U =586 W =4" RL= 178/ -178 +19 -1 -14 Scale = .3125 " /Ft. REF R761 -- 44915 DATE 11/06/14 DRW HCUSR761 14310089 HC -ENG SSB /WHK SEQN- 514460 FROM GLM JREF- 1VB9761_ZO1 Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT =20% O% 5(0 ) 13. 27.13 •hy AaMa�+a' * "* +s �6y G SLti ��i " *,i as QTY: 2 FL - 1 - - R - * *NARNINGI ** READ AND FOLLOW ALL NOTES ON THIS DRAWING! * *IMPORTANT ** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. y` Trusses regulre extreme care In P :Dri cetln9. hantliing. sh 1pDing, installing and bracing. Refer d l the ,sees[ edition of BCSI (Building Component Sarety Informalon. by TP1 and rTCA, for sarety P j to performing these functions. Installers shall provide temporary bracing per SCSI. Unless n to TC LL 20.0 TC DL 7.0 PSF P S F Q �� AN IT'V✓COMPANY 24OOLt 01a0gaDr Suite 130 OrFL C FL 078 CAA 90 Z78 Y'+�ilLp top chord shall have properly attached structural sheathing and bottom chord shall have a propo t had rigid ceilln9• Locatlons shorn for Dermanpent later:, re stfal nt oT WADS shall Oave Drac Ing the lied r BC sections Bl. al or 810, as otedothee. Apply plat¢: to earn roc: of truss and position as sh be and the Joint Details. unless noted otherW,ae. Rarer t: drarings 16gA•2 for standard plate poslti ns. • Alpine. a division of ITW Building Components Group Inc. Shalt not b¢ responsible for any de anjfrom th tlraring, any failure to build the truss in conformance With ANSI /TPI I. er for handle ng. ship ff Installation & bracing of trpsa¢a. A seal on thts drartng or corer page listing this Orartnyy intltcatee eccept��s of profession q� rtn reaponstall tty is aty for the design shorn. The autteDtltty an0 use oT this tlrartnq for any st chip eaponalDiltty of the Building Designer per ANSI /TPI I Sec.2. /� e•+ i/ For more information see this Job's general notes page and these Web sites: ALPINE: Ww.alpineltW.com; TPI: WW.tpinat.org; rTCA: WrW.sbCindu6try.com: ICC: WWW.I<cs :f e. � *• O� .�. ® •� * *•a•t,•r••v e*�� V BC DL BC LL TOT. L.D. 10.0 0.0 37.0 P S F PSF PSF D U R . F A C . 1.25 SPACING 24.0" Scale = .3125 " /Ft. REF R761 -- 44915 DATE 11/06/14 DRW HCUSR761 14310089 HC -ENG SSB /WHK SEQN- 514460 FROM GLM JREF- 1VB9761_ZO1 X14- Ub93- /CHAKLEJ BUYU /ANUERSUN JUB / -- /910 AURUKA CT CAPE CANAVERAL, FL - T4 Top chord 2x4 SP M -30 Bot chord 2x4 SP #2 -13B Webs 2x4 SP #2 -13B Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Special loads -- - - -- (Lumber Dur.Fac. =1.00 / Plate Dur.Fac. =1.00) TC- From 50 plf at 0.00 to 50 plf at 12.00 BC- From 10 plf at 0.00 to 10 plf at 12.00 TC- 1016.20 lb Conc. Load at 1.85, 3.85, 5.85, 7.85 9.85,11.85 Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 1- -0 3: 3X10 3X5 = 1.5X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128 "x3 ", min. nails Top Chord: 1 Row @ 2.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non - concurrent live load. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. 3X5 = 4X8 = 1- -0 9 -0 -0 3 X 5 III 12-0 -0 Over 2 Supports R =2975 R =3842 W =6" H =H1 Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT =20" /a (O %) 5(0 ) 13. 27.13 OTY:1 FL - 1 - - R - Scale =.5" Ft. * *NARNINGI ** READ AND FOLLOW ALL NOTES ON THIS DRAWING) "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. l' • /{ ��' TC LL 40.0 PSF REF R761- - 44916 Trusses reouf ro extreme care 1. febrl cating. handling. shipping. 1ns[alll ng and Dracing. ReTO d the lot "at "ditten aT Bcsl C. n tltng comvonent Saretr Information, by TPI and wTCA) for -rely vr� t we, ®.e 97A .. a E $�,'.'�f�'14% TC D L 20 .0 PSF DATE 11/06/14 to verformine [nose runc[tons. Instan era span Provide temporary bracing per BCSI. unless no is top ca .,d shall have thing Oottom have tgchetl properly attached structural Shea antl chord Snell a prop rigid telling. Locations snaWn ror vormano.l lateral restraint or webs ahan nave bracing ins nod r ac sections Bl. BI or slo, es eppllcaele. apply plates to each race or truss and posm on as sh *" and �� i BC DL 5.0 PSF DRW HCUSR761 14310090 d ILL sae the Joint Details. unless noted otherwise. Rater t" draWinga I6OA -z far standard plate Dealt • 'a BC LL 0 PSF H C- E N G S S B/ W H K Alpine, a df of sfon of 1TW Bu11ding Components Group Inc. shall not be respohalDI. for any de a ..from I, a .0 AN ITW COMPANY tlrewing, any fat lu to to build the truss in conformance with ANSI /TPI I, or for handling. ship e installation a bracing of trusses. ® TOT.LD. 65.0 PSF SEAN- 514491 - A seal on this drawing or cover page listing this drewfng lndtcetes acceptance oT Drofessfone rfn T * �+ recDOnstbtltty solely for the design shown. The su/teDtltty and use of tots draw[ ng for any et C aye reap*" :tbtltty oT the Building Designer per ANSI /TPI I Sec.z. a D U R. F A C. 1. 0 0 FROM G L M 2400lakD/1,�,,,,� Suite lso V• Dr., od ®do DAN,, For morn information sue this ob's *naval .oleo and tnaaa woD aitea: > •I�' .. ••• .� CQA #0 278 A g Dag" ALPINE: wwu.alp lneltW.com; TPI: wwW.tptna[.org: WTCA: WWw.sbclndustry.com: ICC: wWw.iccsafe. (. ::.,,.. �® ls.w. � . 7GNZ _ _ ._ ___ _ _ _ SPACING 24.0" JREF 1VB9761 Z01 _ t14- ubYJ- /1,1IAKLLJ BUYU /ANULKJUN JUB / -- /91U AUKUKA C( CAPE CANAVERAL, FL - J1 Top chord 2x4 SP M -30 Bot chord 2x4 SP #2 -13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non - concurrent live load. Shim all supports to solid bearing. Provide ( 2) 0.131 "x3" nails, toe nailed at Top chord. Provide ( 2) 0.131 "x3" nails, toe nailed at Bot chord. THIS DNG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 150 mph wind, 20.72 ft mean hgt, ASCE 7 -10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL =4.0 psf, wind BC DL =4.0 psf. GCpi( + / -) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4 (Al) 1.1-1 -0 -0'i R =339 U =204 W =4" RL= 208/ -42 7 -0 -0 Over 3 Supports Design Crit: FBC2010Res /TPI- 2007(STD) PLT TYP. Wave FT RT =20" /a O% 5 0 * *UARNINGI•• READ AND FOLLOW ALL NOTES OR THIS DRAWINGI ••IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses reoutre extreme cafe in Pabr1<et1n9, handling, Shipping, Installing and bracing. Refer the latest edition of SCSI (BUfle ing Component Safety Information. by TPI and WTCAI for safety p to P""rmi ng these functions. lost al is r shall provide temporary Dracing Dar SCSI. Unless n top chord shall have properly attached structural sheathing and bottom chord shall have a prop It rigid cot li ng. Locatlona eh own far permanent lateral rrstratnt of weDS shell have bracing Ins lei at. �� ,� sections Details. N7 or 810, as -tell other. e. N i-to to each face of tru55 and position as sn al d II(,�� the .idiot unless noted of " " r. A Refer to drawings I60A-Z for standard plate posit ns. Alpine. a dlvtst -n of ITW autiuing components droup Inc. shall not be responsible for any de n tlrawing. any fallure to build the truss In conformance with ANSI /TPI 1, or for handling. snip AN ITW COMPANY installation A bracing of trusses. A seal on this drawing or cover page listing this draMlny Indicates acc•ctane• of professions ��y respona16171ty solely for the design shown. The suttabll tty and use of this drawing for any s L" 24ODLa�ke1Ovl,m-ga 07 ' -••W I50 r:.1— :16771ty o1 the Building Oeslgner per ANSI /TPI I Sec.2. VIVV�, FI. 32837 For more inform -Lion s e this Jobs general notes page and these web sites: FL COA 60 27R ALPINE: www. "lpinel tw.com: TPI: www.tpinst.org: WTCA: www.sbclndustry.com: ICC: w Iccs,f 13. a antlr from th R =170 U =173 R =123 U =37 22 -1 -7 1 -1 -6 20 -6 -9 27.13 QTY:8 +19 -1 -14 FL /- /1 /- / - /R /- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale = .5 " /Ft. REF R761-- 44917 DATE 11/06/14 DRW HCUSR761 14310091 HC -ENG SSB /WHK SEQN- 514445 FROM GLM JREF- 1VB9761_ZO1 (14- ub93- /CHAKLtJ bUYU /ANUtKSUN JUU / /91U AUKOKA Cl CAPE CANAVERAL, FL - KJ1) Top chord 2x4 SP #2 -13B Bot chord 2x4 SP #2 -13B Webs 2x4 SP #2 -13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L1240 total load. Creep increase factor for dead load is 1.50. Provide ( 3) 0.131 "x3" nails, toe nailed at Top chord. Provide ( 3) 0.162 "x3.5" nails, toe nailed at Bot chord IPLT TYP. Wave a - V AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 FL COA NO 278 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 150 mph wind, 20.71 ft mean hgt, ASCE 7 -10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL =4.0 psf, wind BC DL =4.0 psf. GCpi( + / -) =0.18 Wind loads and reactions based on MWFRS. Hipjack supports 7 -0 -0 setback jacks with no webs. Shim all supports to solid bearing. 1--l-5-0--j 2X4(A1) R =369 U =273 W= 5.657" 9 -10 -13 Over 3 Supports Design Crit: FBC201ORes /TPI- 2007(STD) FT /RT= 20 %(O %)/5(0) '•NARNINBI *H READ AND FOLLOW ALL NOTES ON THIS DRAWING) —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme c e in fabr lc sting, hand7ing, ship0ing. installing and Dr acing. Rorer he latest edition of SCSI (But ld ng Componont Sefe ty Info rmatton, Dy TPI and NTC A) far safety p o pert —I ng these funttlon s. Inslaliers shall provide tamDOrary Dracing Der BCS1. Unless n op chord shall have properly attached strut total sheathing and Dattom chord shall have a Dropo l< 1110 tatting. Locations shown Tor permanent lateral restraf nt ai weDS shall have bracing Ins 11� act ions B1. N] or BIO. as appIlc.bl.. Apply pletes to each Pace oP truss and post tton es sh al he Joint Details. unless noted otherwise. Rerer to drawings 16aA'Z far standard plate posit ns. Alpine, a tlivfelon oP ITN Bulltling tomppnenta Or oup Inc. snali not be responalbla for any d"" rewtng. any let tore to but ld the Iruss 1n cant ormence with ANSI /TPI I, or for he nditng, ship nstallation Is bracing of trusses. seal on this drawing or cover page listing this drawlnpp Indicates acceDten o of professlone Is espane iDt It ty solely for the design shorn. The sutteb111ty and use of this drawing for any s F' esponslbtlity of the Building Designer per ANSI /TPI I Sec.2. to war, information see this Job's general notes page and these web sites: ALPINE: — alpineit- com; TPI: www tpinst.org; wTCA: www- bctndustry.com; ICC: www.ttcsaf 13 I, ands from th 27.13 R =211 U =223 22 -1 -3 R =366 U =174 20 -6 -9 QTY: FL 1 - - R - TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" +19 -1 -14 Scale = .5 " /Ft. REF R761 -- 44918 DATE 11/06/14 DRW HCUSR761 14310092 HC -ENG SSB /WHK SEQN- 514468 FROM GLM JREF- 1VB9761 ZO1 L114- UOyJ- /LTIAKLtJ MVTU /ANULKJUN UUU / /71U AUKUKA LI LAYt LANAVtKAL, FL - LJ1 Top chord 2x4 SP #2 -13B Bot chord 2x3 SP #2 -13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non - concurrent live load. Shim all supports to solid bearing. 5 �— 2.5 2 X 4 (( 1) R = -14 Rw =34 U =32 0 -7 -7 19 -7 -10 -T- }5.1_}$ R =10 Rw =19 U =11 L.__1 - 0 - 0::.j 1 -0 -7 Uer 3 S pports R =156 U =120 W =4" RL= 50/ -24 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 150 mph wind, 19.48 ft mean hgt, ASCE 7 -10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL =4.0 psf, wind BC DL =4.0 psf. GCpi( + / -) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT =20" /s 0" /s 5 0 13. 27.13 QTY:4 FL - 1 - R - Scale =.5" Ft. ALP � AN ITw COMPANY 2400 Lake Olm Dr,SDite 150 Oli2 FL 32837 PL COA40279 * *NARKING* ** READ AND FOLLOW ALL NOTES ON THIS DRAWING! * *IMPORTANT ** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses r:,ulre extreme care in fabricating. handling, shipping, installing and DrectnD. Refer n in. ,atlst edition of BLS* CSul,ding component Safety Information, by TPI and WICA, Tar safety P „� to PerT*rming these functions. Installers shell provide temp orery bracing per SCSI. Dnless n I top chord shell have properly attached structural aneething and bottom chord she have a prop" Lr<had rlgid 1111119. Locations shown for permanent lateral restraint of robs anon have bracing ins ned�er Sc act Ions 83, .1 or 810, as applicable. Apply plates to each face of truss and position as an one and the Joint Details, unless noted otherwise. Refer to drawings 160A -2 for standard plate posit n1. • AlPine. a 11%,11"" of Ilw Building Components Group Inc. shall not be responsible for any do @ from in drawing. any rat lure to build the truss In conformance with ANSI /TPI I, or for handling, ship n9l, " installation A bracing of trusses. �w A sesl on tills drawing ar doytr PaIt listing this OreWtng indicates eccaptenca of Drofetstona sDy(nn rinN7 recponsIbt lity solely for the deaf'. shorn. The suttabl Ity and U.e dr tnl. drering fdr any a IILsT{[a. -6 responsibility of the Building Designer per ANSI /TPI I Sec.2. e" For more Information sea this job's general notes page and these web sites: a�> ALPINE: wwr.alpineit -com: TPI: rww.tpfnst.org; WTCA: www.sbctndustry.co.; ICC: www.I,caaf 1LiS H. �„ps,, ame *.... '�yr e �� s�+ /� $ '� �� T eX . „....... •(yam .._ .rlSG� TC LL TC DL BC DL BC LL TOT.LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R761-- 44919 DATE 11/06/14 DRW HCUSR761 14310093 HC -EKG SSB /WHK SEQN- 514452 OUR . F A C . 1 . 2 5 FROM G L M SPACING 24.0” JREF 1VB9761 ZO1 (14-U973- /LNAKLtJ 11UTU /ANUtKJUIN JUb / -- /ylU AUKUKA CI GAPE CANAVEKAL, FL - CJZ Top chord 2x4 SP #2 -13B Bot chord 2x4 SP #2 -13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chard checked for 10.00 psf non - concurrent live load. Shim all supports to solid bearing. Provide ( 2) 0.131 "x3" nails, toe nailed at Top chord. Provide ( 2) 0.131 "x3" nails, toe nailed at Bot chord. 5 F_ 20 -5 -10 R =62 U =61 1_ 7 +19 -8 -10 R =49 U =15 +19 -1 -14 L"1 -0 -0::,.j R =198 U =126 W =4" RL= 101/-30 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 150 mph wind, 19.89 ft mean hgt, ASCE 7 -10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL =4.0 psf, wind BC DL =4.0 psf. GCpi( + / -) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2010Res /TPI- 2007(STD) PLT TYP. Wave FT RT =20% 0% 5 0 13.0 627.13 QTY :4 FL - 1 - - R - Scale =.5" Ft. * *WARNIN61 ** READ AND FOLLOW ALL NOTES ON THIS DRAWING! �• -�f(y TC LL 2Q . Q PSF REF R761-- 44920 "IMPORTANT ** FURRI Sit THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. K rj' Trusses reouire extreme care in fabricating, hanelt ng, snipping. installing one Dr acing. RafeD�c wads•a "s •, the latest em Ion of ecs7 (au ndine Component saf¢cr InPOrmatlon. by TP/ and WTCAI far solel ap E S� " y TC DL 7 .0 PSF DATE 11/06/14 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless n 1 e top chord shall have properly attached structural sheathing and bottom chore shall have a prod {ilche a s rigid ceiling. Locations shown for permanent let¢ral restraint of w¢ba shall have bracing 1n lie r BC BC DL 10.0 PSF DRW HCUSR761 14310081 Q L sec Lions Bl, H7 or BIB, as applicable. Apply plates to each face oP truss end position as sh bbp and ®® the aotnt u¢can s, amass noted otnerwisa. Rarer to drawings 1600. -Z rar standard elate voslt s. O BC LL 0.0 PSF H C- E N G S S B/ W H K alpine. a division or ITw Bun ding components Group Inc. snare noc be responsible ror any e e fo from to s drawing. any failure to build the truss In confarmanc¢ with ANSI /TPI I. or for nandli ng, ship AN ITW COMPANY installation A bracing of trusses. TOT. LD. 37.0 PSF SEQN- 514438 A sesl on this Orawing or cover page listing this Oraw,ng Indicates acceDtanca of Drofesslon a fflas 0 ' responsibility solely for the dneigh annvn. The su,tabi Ity and use of tai. dfaw,ng Tar any a is to ,`4i D U R .PAC . 1.25 F ROM G L M respone1D111ty of the Building Designer per ANSI /TPI 1 Sec.2. 24�L81Ca�BFDf. $8111015() J9 •e "�� odaDaD FL izs9T Far more Infarmanan see this job-, genera, notes gag" and these wen sites: ,tea..... w1� SPACING 24.0" JREF- 1VB9761 ZO1 FI. i'I1A H0 27R ALPINE: ww.alpinettw.com: TPI: www.tpinst.org; WTCA: www. sbcindustry.com; Icc: www.i<csa _ I14- UDJJ- /1HAKLtJ dUTU /ANUtKDUN JUb / -- /ylU AUKUKA Ll GAVL 1:ANAVLRAL, FL - (:J3 Top chord 2x4 SP #2 -13B Bot chord 2x4 SP #2 -13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non - concurrent live load. Shim all supports to solid bearing. Provide ( 2 ) 0.131 "x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131 "x3" nails, toe nailed at Bot chord. PLT TYP. Wave AL�PON� AN ITW COMPANY Suite 150 32837 2X4(A1) LC_1 -0 -0j 5 -0 -7 Over 3 Supports --�{ R =268 U =163 W =4" RL= 155/ -37 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 150 mph wind, 20.31 ft mean hgt, ASCE 7 -10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL =4.0 psf, wind BC DL =4.0 psf. GCpi( + / -) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R =116 U =116 R =88 U =28 Design Crit: FBC2010Res /TPI- 2007(STD) FT /RT= 20%(0%)/5(0) 13 * *NARNINGI *' READ AND FOLLOW ALL NOTES ON THIS DRANINGI �iA IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabrltati ng, handling, shipping, installing and bracing. Refs an he latest edition of BCSI (BUtltli ng ComDOne nt Safety Information. by TPI and WTCAI for safety p C o performing these functions. Installers shall provide temporary bracing per SCSI. Unless no iA no chord shall have properly attachad structural sheathing and bottom chord shall have a pro p 1 h 'l g in re ling. Locations sn own for permanent lateral restraint of webs shall have bracing In ells �t Ir 1,111 63, 87 Or Sig, as aDDitcable. ADp1Y D7ates to each face of truss and position as sh n above any he Jot n[ Detatis. unless noted otba rwise. Refer to drawings 16DA•I for standard plate Dos it ns. A Alpine, a divt sl on of ITW Building Components Group lnc. sM1alt not be responsible for any tl la to ` from Ir awing. any falluro [o bul ld the truss In cool prmente w1lh ANSI /TPI 1. Or for handling. ship 1 e nstallation a bracing of trusses. seal an thi■ drawing of Coyer page listing this tlrawinyy IridttateI altogtinca of profession 0 ert� eaponsi b/l It y solely for the design shown. The suttabtl tty and use of tilts draw... 1of any a eta esponsiat lity of the Building Designer per ANSI /TPI 1 Sec.2. 1V ee For more information see this Job's general notes page and these web sites: �As ALPINE: wWw. alpineltw.cOm: TPI: www.tpinst.org: 41T LA: ww.sbcindustry.com: ILL: -.1 0627.13 i� 1 +21 -3 -10 1 -7 20 -1 -10 +19 -1 -14 0627.13 QTY: H. �' 1hry6 Xi q e,seeaas iry y% G� S s. e W. FL /- /l /- /- /R /- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale = .5 " /Ft. REF R761 -- 44921 DATE 11/06/14 DRW HCUSR761 14310082 HC-ENG SSB /WHK SEQN- 514439 FROM GLM JREF- 1VB9761_ZO1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMFNSTONSI SUBMTTTFD HY TRUSS MFR (14- 0593 - /CHARLES BOYD /ANDERSON JOB / - 7910 AURORA CT CAPE CANAVERAL, FL - CJ4) Top chord 2x4 SP #2 -13B 150 mph wind, 19.48 ft mean hgt, ASCE 7 -10, CLOSED bldg, Located Bot chord 20 SP #2 -13B anywhere in roof, RISK CAT II, EXP D, wind TC DL =4.0 psf, wind BC DL =4.0 psf. GCpi( + / -) =0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C &C member RL= 50/ -24 design. Bottom chord checked for 10.00 psf non - concurrent live load. Design Crit: FBC201ORes /TPI- 2007(STD) Deflection meets L/360 live and L/240 total load. Creep increase Shim all supports to solid bearing. factor for dead load is 1.50. 0627.13 5 R = -14 Rw =34 U =32 0 -7 -7 19 -7 -10 —7— } -MR el) 2X R =10 Rw =19 U =11 L.__1 - 0 - 0::Ii 1 -0 -7 Uer 3 S pports R =156 U =120 W =4" RL= 50/ -24 Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT =20% Og /a 5(0 ) 13.0 0627.13 QTY:4 FL - 1 - - R - Scale =.5" Ft. d �� * *YARRINGI ** READ AND FOLLOW ALL NOTES ON THIS GRAVING! •✓¢y * *IMPORTANT ** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .A �j' Trusses redulre extreme care In rabrlca[ing, nandling, shipping. instal ll ng antl Dractng. Refer 4' •11• "•• the latest edition of BCSI tsufld,ng Component Safety Information. DY TPI and WTCA1 far safety P 1• n j�, to perrormine [near Tunctlons. Installers snare provltle temporary bracing per SCSI. Unless a Ph t e %L• •`_ too chord snare have properlr attached structural sheain ng and Dot tom chord shall have a prop o 1 the + Yy� rigid ceil,np. I .. tlons snow, for permanent lateral restrel nt of wens shell have bracing in ells Ocr BC • '¢$ send ores BD ai or BIG, as .pelf other. e. Y plates to wing face or truss and position as sn n .Hole antl ®® ena Joint aria n s. unless noted otherwise. Rarer to drawings legA -z for standard plate posit ns. Q U Alpine, a division or ITW Building Component. group Inc. shall not De rasp...lele far any d Ajt.j from th 8 TC LL T C DL p pC DL B C L L 20 .0 PSF 7.0 PSF 10.0 PSF 0. 0 PSF REF R761-- 44922 DATE 11/06/14 DRS HCUSR761 14310083 H C- E N G S S B/ W H K AN i wCOMPANY 2400 Lake OraDga Dr., Suite 150 Orlagdo.FL inn FL COA #0 278 drawing, any Pai cure to build the truss in conformance with ANSI /TPI 1. or for handling, ship ,nstw;tlan & bracing .1 tru..a.. % E A seal on this drawing or toyer page listing this Erar,np ino,catgs actaptance of profession a Aber,, a responsthtl,ty solely far the design enorn. Tree sulteDl ;Ly and use of t is drawing Tor any s ? ,a to raeponsibil, ty of tge Building Designer per ANSI /TPI I See.2. 1 plea For more Information sea this ,lob's general notes page and these web silos: dm 's ALPINE: www. alpi,eltw.com; TPI: www. tpinst.org; WTCA: ww.sbcind— try.com; ICC: ww.PCC se ® i •, tl •r •MIn,•a••••• ® G TOT. LD. 37.0 PSF SEQN- 514456 D U R . F A C . 1.2 5 FROM G L M SPACING 24.0" J R E F - 1 U 6 9 7 6 1 Z O 1 I14-VI173- /L,NAKLtZ1 bUTU /AINUtKJVN JUt] / -- /ylU AUKUKA GI GAPt GANAVLKAL, 1-L - GJb Top chord 2x4 SP #2 -13B Bot chord 2x4 SP 12 -13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non - concurrent live load. Shim all supports to solid bearing. Provide ( 2) 0.131 "x3" nails, toe nailed at Top chord. Provide ( 2) 0.131 "x3" nails, toe nailed at Bot chord. LT TYP. Wave L-pO C AN MW COMPANY 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 FL COA 00279 5 F- L'i -0 -0'j R =198 U =126 W =4" RL= 101/ -30 R =62 U =61 R =49 U =15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 150 mph wind, 19.89 ft mean hgt, ASCE 7 -10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL =4.0 psf, wind BC DL =4.0 psf. GCpi( + / -) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1j20 -5 -10 +19 -8 -10 *19 -1 -14 Design Crit: FBC201ORes /TPI- 2007(STD) FT /RT= 20%(0%) /5 (0) 13.1 * *YARNING! ** READ AND FOLLOW ALL NOTES ON THIN DRAWING* e *IMPORTANTef FURBISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses reaulre extreme care in febricating. haneiing, I PPing. lnsta111ng and bracing. Refer he latest edition of BLS! (Building Lo...... Safety Info rmetion, by TPI end NT CA) for safety pr o performl ng these functions. Installers shall pro" In temporary bracing Per SCSI. 8n less not 11 '.op chard shall have properly attached structural sheathing antl bottom chord shall nave a pr ope y t" hell ,1g1d I III% Locations shown far pormenent lateral restraint of webs shell have bracing ins Iled �r BC co ons 87. B7 or BIO, as aDDIICeDIe. Apply Dtates to eacn face oP truss and position as she abo A and '.he Joint Details, unless noted otherwise. Her- to drawings 16OA -Z for standard plate positl 1 . is Alpine, a division of ITw 9uilding Components Group Inc. chall not be responsible for any tlev an "efrom t Irawing. any fallura to bu11d the tr uas In conformance with ANSI /TP[ I. ar far handling, Shipp g. nstallatlon & bracing of trusses. Year on this drawing or cover pogo listing this drawlny Indicates acc.Dtence of professional k;'V nq eeponalDt ltty aalely for Me design shown. The eultalit Ity and use of this drawl nB far any et t eapon s1D171ty of the Building Designer per ANSI /TPI 1 Seo.2. a For more Inform at ton sea this lob's general notes page and these web sites: ALPINE: www. alpinei tw.com: TPI: www. tpinst.or a: WTCA: www.shclndustry.com: ICC: www. i1csafe. 1 13 TY:4 FL - 1 - R - TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale = .5 " /Ft. REF R761 -- 44923 DATE 11/06/14 DRW HCUSR761 14310084 HC -ENG SSB /WHK SEQN- 514442 FROM GLM JREF- 1VB9761_ZO1 (14-UI)73- /L,NAKLt3 bUTU /AAUtKJUN JUtl / /71U AUKUKA LI L.AVt L.AINAVtKAL, FL - L.J Top chord 2x4 SP #2-136 Bot chord 2x4 SP #2 -13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non - concurrent live load. Shim all supports to solid bearing. Provide ( 2) 0.131 "x3" nails, toe nailed at Top chord. Provide ( 2) 0.131 "x3" nails, toe nailed at Bot chord. 2X4 (Al) L'i -0 -0::,J 5-0 -7 Over 3 Supports —� R =268 U =163 W =4" RL= 155/ -37 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 150 mph wind, 20.31 ft mean hgt, ASCE 7 -10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D. wind TC DL =4.0 psf, wind BC DL =4.0 psf. GCpi( + / -) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 -3 -10 R =116 U -116 I -7 20 -1 -10 R =88 U =28 *19 -1 -14 Design Crit: FBC2010Res /TPI- 2007(STD) PLT TYP. Wave FT RT =20% O% 5(0 ) 13. 7.13 QTY: 4 FL - 1 - - R - =.5" Ft. d �� •'WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tr">se.1 redG,re extreme pare in febricaGl ng, handling, sM Aping, installing and bracing. Refer d the latest eitton of GCS! (Building Component Safety Information. by TPI and WTCA) for safety pr to performing these functions. Installers shall pro" de temporary bracing per SCSI. Unless no Ia top chord shall have property attached structural sheathing and bottom chord shall have a prope y t hetl rigid c111,ng. LpcatIons shown for permanent latarat restraint of webs .1"111 nave bracing Ins ilea t1Er Bc sections 83, B7 or BIG. as appllcaDle. App1Y plates to each face of truss and p0 .11 t10n es bhp aDa end the Joint Detetls. unless noted oth —Isn. Refer Go drawings 16DA -2 for standard plate positf 3 Alpine, a D' I. of ITW Building ComDOn ants Group Inc. "hall no[ De resDOniible for any dev *n ;rpm th Qy' *�aee a•ak G� S�+'r�4w as •• �$ T C LL 20.0 P S F T C DL 7.0 PSF B C D L 1 Q . Q PSF F BC LL 0.0 PSF REF R 7 6 1 -- 44924 REF DATE 11/06/14 DRW HCUSR761 14310085 HC SSB /WHK AN ITW COMPANY 2" LOW CI F Dr Suita150 oflodo,FL 32837 ,FL CRAM 279 drawing. any failure to build the truss in conformance with ANSI /TPI I, or for handling, Shipp g, Installation A bracing Of trusses. > A seal on into dralling or corer page listing this drawin7 Indicates actgtance of processional a inY reaponsIDt lity solely for the design shown. The suitability and Use of this drawing for any et t responsibility of the Building Designer per ASSI /TPI I Sec.2. V. For mare Ihformattan see this Job's general notes page and these web s,ta.1: I��`{a ALPINE: OMw. al pines tw.tem: TPI: w Apinst.org: WTCA: www.sbclndustry.com: ICC: ww.fccs of e. (�, Z o " m � * �,r •••ea,.w..••• G\ iA ®, •, ('� _ �� ------ TOT. LD. 37.0 PSF SEQN- 514443 D U R . F A C . 1 . 2 5 FROM G L M SPACING 24.0" JREF- 1VB9761 ZO1 _ STRONGBACK BRIDGING REC❑MMENDATI ❑NS BUTT STRONG "Al BRIDGING TOGETHER 4' -0- ATTACH SCAB WITH 10d BOX /GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL N❑TEI Details 1 and 2 (2) lOd COMMON (0.148'x3.0') OR BOX /GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX /GUN (0.128'x3.0') NAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON-- (0.148'x3') NAILS OR (4) 10d BOX /GUN STRONGBACK BRIDGING ATTACHMENT attachment methods STRONGBACK BRIDGING SPACING REQUIREMENTS Up to 10' None required 10' to 20' 1 row (at center of span) 20' to 30,2 rows (I at each 1/3 points) 30' to 40'3 rows (I at each 1/4 points) Over 40 Space rows at 10' oz points) ATTACH STRONGBACK TO BOTTOM CHORD WITH (2) #10 - 3' SCREWS ALTERNATIVES Pop-ALL scab -on blocks shall be a minimum 2x4 °stress graded lumber,` No-All strongback bridging and bracing shall be a minimum 2x6 "stress graded Lumber.' Po,-The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system, 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max.) go-The terms 'bridging" and 'bracing' are sometimes mistakenly used interchangeably. `Bracing' is an important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging" is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). X-VARMD'oee READ AND FOLLOW ALL NOTES ON THIS DRAVDn —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme are In fabricating, handling, shipping, h+st.W.si and bracing. Refer follow the latest edition mi BCSI <Buadlrg Component Safety Information, a or and racing' Fo p,ac Installers shall provide bracing prior to performing these fll Uni_ no haves. UMeI noted otherwise, top chord shall have properly shown for spermanenl sheathing and ttom p� structural sh at shall have a properly attached telling, Locations shown for permanent lateral restr t of fl� shall have bracing installed ;yd B3, or as applicable. Apply plates t ach rc ��0(� O IIIIIIIJJJIII�\ \ \ \VVVVVVI IIII IL�� own above and on Details, of truss nntl position as snown above nntl on the Joint Detnlls, unless noted otherwise. i J Refer to drarrings I6OA -2 for standard plate positrons. 7c AN ITW COMPANY ' 13388 Lakefront Drive Estg1 City, MO 83045 Au Pine' ° divisbn of ITV Building Components Group Inc. shall not be responsible for any Iatlo this drowing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, H IN Installation 8 bracing of trusse A seat on this drawing or cover page listing this drawing, indicates acceptance of profes enginevrig responsibility solely for the design shown. The sultabalty and use of this drawing for any structure is the responsadaity of the Building Designer per ANSVTPI I Sec.e. For more Information see this ,job's general notes page and these web sites ALPINE, www.alolneitw.coml TPI- www.tolnst.orgl SBCX www.sbcMdustrv.orm ICO www.lccsafe.oro Pop-ALL scab -on blocks shall be a minimum 2x4 °stress graded lumber,` No-All strongback bridging and bracing shall be a minimum 2x6 "stress graded Lumber.' Po,-The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system, 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max.) go-The terms 'bridging" and 'bracing' are sometimes mistakenly used interchangeably. `Bracing' is an important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging" is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). PSF REF STRONGBACK PSF DATE 10/01/14 PSF DRWG STRBRIBR1014 PSF PSF 1.00 TC LL T C DL BC DL BC LL O TOT. LD. w, 1 , d '14 IDUR. FAC 11/06/2014 SPACING PSF REF STRONGBACK PSF DATE 10/01/14 PSF DRWG STRBRIBR1014 PSF PSF 1.00 Commentary: Camber may be built into trusses to compensate for the vertical deflection that results from the application of loads, Providing camber has the following advantages: 40 Helps to ensure level ceilings and floors after dead loads are applied, • Facilitates drainage to avoid ponding on flat or Low slope roofs. • Compensates for different deflection characteristics between adjacent trusses. • Improves appearance of garage door headers and other long spans that can appear to 'sag.' • Avoids 'clips' in roof ridelines at the transition from the gable to adjacent clear span trusses. Deflection and Camber In accordance with ANSI /TPI 1 the Building Designer, through the Construction Documents, shall provide the Location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system, The Building Designer shall also specify any dead load, live load, and in- service creep deflection criteria for flat or low -slope roofs subject to ponding Loads, The amount of camber is dependent on the truss type, span, loading, application, etceteras, More restrictive limits for allowable deflection and slenderness ratio (L /D) may be required to help control vibration. The following tables are provided as guidelines for Limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations. L = Span of Truss (inches) D = Depth of Truss at Deflection Point (inches) ------------------------------------------------------------------------- Recommended Truss Deflection Limits Truss Type t /D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Scissors Trusses Truss Type Pitched Trusses Sloping Parallel Chord Trusses Floor Trusses Trusses 20 L/480 (vertical) L/240 (vertical) 24 0,75° (horizontal) 1.25° (horizontal) Recommended Camber 1,00 x Deflection from Actual Dead Load 1.5 x Vertical Deflection from Actual Dead Load (0,25 x Deflection from Live Load> + Actual Dead Load Flat Roof Trusses (0,25 x Deflection from Live Load) + (1.5 x Design Dead Load Deflection) Note: The actual dead load may be considerably less than the design dead load. — WARNMGIww READ AND FOLLOW ALL NOTES ON THIS DRAWMQ — 00 FURNISH THIS DRAWING TO ALL C@ITRWTORS D93AMM THE MSTAIIERS _,.�i�•rygpRT( REF DEFLEC /CAMB Trusses require extrere care In fnbricntlrg handl0q), shippWQ, installing ¢nd bracing. Refer to and ^'t�/,'1 u �'�ry fall.• the latest editi— f BCS1 (Building Component Safety Informdtlon, by TPI and SBCN for safety S p' R H fy, 'per DATE 10/01/14 practices prior to performing these fwxti— Installers shatt provide temporary bracing per SCSI. • •• 6, °+'ry unless noted otherwise, top chard shell have property attached structw l sheathing an tl bottom • G S DRWG DEFLCAMB1014 shall have o properly attached Mpid c Rko Locations shown for permanent lateral re. tolnt of i• 4 �� p� pI� shat: have bracing im installed ss per W. sections 23, J or 810, as — Iessbno Apply rwi plates . to each • , Q 'UI\\ \VVl ll of trues and ppoosition ¢s shown above vin on the Joint Detntls, unless noted otherwise. Refer to d,. 9. 16CA -2 for standard plate positbns. • �� 4 AN ITW COMPANY elp�' a division of ITV BuROoB8rr��gg Conponents Group [nc. sioll not be esponsible for any w" Fr�n + this drawing. any fall— to buRCf the truss in canFornance with ANSI /TPI 1, or for handling. Ing, s installation 6 bracing; of trusses. A sect on this drowing or cover page listing this d—W.M. Indicates .cceptance of profe * s erglrresrFg .eresponsBdUty solely for the dew shorn. The sult.bpity antl use of this drosBtg 13388 Lakefront Drive For any sir. Is the responamgtty of the &,Bing Designer per ANST/iPI 1 Sec4 S Earth City, M063045 For more infornation see this Job's general notes page and these reb sites, • �•L`°g ALPINE, www.nlp(neltw.conr TPI, www.toinst.orw SBCfv www.welmdustrvA ICC, www.lccsafe.oro dui •_ �B .C✓ 11/06/2014 System 42 Ply to Ply Connection Detail Using Simpson SDS25600 or SDW22634 Strong Drive Screws or Eoual. Max. ConcentratedlLoad per Chart Below rm 1��r r� gP ChLord tbn -.q STre+ n[n nh. rv4i, 4 Mn. tlannl Vob Ll Screr LncW'o Apply screws to top chord within 12' of the concentrated load location @ 4' o.c., min, evenly distributing them to each side of the concentrated load. A maximum of 6 screws may be applied to the top chord for each concentrated load. 1 1/2' For double top chords, evenly distribute the screws over both top chords, using some spacing guidelines specified above. The max number of top chord screws is 6 per chord member for a total maximum of 12 screws. If the concentrated load connection requires more screws than 6 per top chord member and the load Is located at a panel point where webs Intersect the top chord, the remainder of required screws may be applied to those webs below the concentrated load location evenly spaced @ 4' o.c„ min, keeping the 3' min end distances. Each additional screw is worth 560 lb for DFL or SP webs and 400 lb for SPF webs. # of Screws Maximum Concentrated Load (lbs) (1.00 DF) PSF DFL &SP SPF 1 560 400 2 1120 800 3 1680 1200 4 2240 1600 5 2800 2000 6 3360 2400 7 3920 2800 8 4480 3200 9 5040 3600 10 5600 4000 11 6160 1 4400 12 6720 4800 Refer to Alpine sealed drawing for individual truss design. Load Applied to This Ply 3 1/2° 3 1/2 °� Truss Member (Chord Shown) 3/4' Screw Position in the Truss Strong -Drive Screw Max. Uniform Load per Chart Below 1111111 For single top chord, see chart below for screw spacing. For double top chord the screw spacing may be doubled (but may not exceed 24' o.c, per chord). Screw spacing shall be offset by 1/2 the o.c. spacing In each chord. Screws need only apply to the extents of that load. For chord sections supporting less than 100 plf apply one screw at each top chord joint location. General Notes, 1. Screws centered along the 1.5' dimension of the 4x2 member. 2. Minimum end distance of 3'. 3. Screws Installed with head In loaded member. 4. Gap between plies not to exceed 1/8 °. 5. Screw location may be adjusted up to 1' to avoid conflict with other hardware or to avoid lumber defects. 6. Do not install screws in areas where lumber wane exceeds 1/4'. 7. Equal loads from both faces or loads that are evenly distributed to each ply do not require connections per this detail. 8. For 3x2 members use Simpson's SDS25412 or SDW22500 screws or equal. 9. Contact Alpine for special connections not covered by this detail. dVARNM— READ AND FDLLOV ALL NDTES IN THIS DRAVM — WnRTANTa FURNISH THIS DRAVDM M ALL CONTRACTMAC DMUDO G THE DISTALLERS. Trusses require extrene In fabricatb,g, hanaub,g, shippft, InstnlUfg and bratlng. Refer to and fo..W the latest edition f DCSI feuUovng ConPOnI t Safety Inform vW. by TPI and Sc For safety practbes prbr to *lse. top these all have L,etnllere shed provkie t k she rY b%ckyl per BCSI. Unless notetl otherwise, top rJior`tl shall hove properly attached f. structur¢t shenthk,g nntl bottom shad haven properly aped per etl Npi I ceU4g. Locations shorn fo, permnent lnternl testtobe h sFn'Ir.s' dapMItka, assshoolo, Hk wand an the 117 Joint Details, -4— - teyppl h n� to each_ u v Refar to dl.. I6DA -Z for et..d.rd plot. positions. -4 Alptrm, division of ITV B.Hdlnq Components Group Inc. shall not be responsible for any de on fq AN ITW COMPANY this draWWQ any felt— to baud the truss in canfornnnc. With ANSI /TPI L or for hnntlUn& pin8, y Instauntbn & brnckgl of trusses. A sent on this draWbg or cover page UstVa this arww,g, 4cOcates acceptance of prof ' er�glnaerk+g responsblel solely f the desi� shorn The suiinbility nrxl use o� thh: drnWkg e 13389 Lakellont Drive for any structures ,� ��•+•+M .,r a,m.a�.. ++�,�� eucrrrwr - , Earth City, MO 63049 ALPINE, r these 'web `W [CC, " 0 11/06/2014 Top Chord Screw o.c, Spacing (inch) Maximum Uniform Load (p( f) Along Top Chord (LOO DF) PSF DFL &SP SPF 4 1680 1200 6 1120 800 8 840 600 10 672 480 12 560 400 14 480 342 16 420 300 18 373 266 20 336 240 22 305 218 24 280 200 TC LL PSF REF SY42 Connect', TC DL PSF DATE 10/01/14 BC DL PSF DRWG CNSY42PLIC14 BC LL PSF TOT. LD. PSF DUR. FAC. 1.00 SPACING SY32 /SY42 PLY TO PLY LSC CONNECTION DETAIL_ FOR DOWNWARD LOADS ONLY Uniform Load Application 1 —4 -- -1;e,4 Max. T.C, Uniform Load (plf) Clip Spacing Along Top Chord SP DF SPF /HF 935 810 585 12' oz. 625 540 390 18' D.C. 470 405 295 24' oz. 375 325 235 30' o.c, Maximum LSC spacing is 30' o.c Concentrated Load Application Load applied to this ply Note: Install LSC adjacent, equidistant, and not more than 6' on each side of concentrated load, Installation Instructions) 1. Position and attach LSC to loaded ply with (3) 0,131 °x1.5° nails into narrow face, 2, Bend clip over adjacent ply and attach with (3) 0,131'x1,5° nails into wide face, LSC42 for single 4x2 chords LSC32 for single 3x2 chords 9 LSC42 -2 for stacked 4x2 chords LSC32 -2 for stacked 3x2 chords Refer to Alpine sealed drawing for individual truss design. PINE rrrnlpineitrcont TPI rrr.tp1Mst. —V SWA, see'sbcirMustry.orgl IC( rrrJCCanPe ��,`- ........�G ONAIL 11/06/,014 ..ueP�rANTxx�u�RNlsuildrr �AV`�urG mL °ai. �,rn�acr� T"u+aun�'nrG'�l wsrALLeRS. REF SY42 Connection Trusses require extreme core In Pnbrlent4re, hnndW,p, shtpPle� InstnllUig Wool bneing Refer to and ^ loiter the Intvat vditbn of SCSI CBugdlnp Conporrent Safety Infiornntbn, by TPI nntl saCN for anfvty 6>�� H. "hn�, DATE 10/01/14 p'actkes prior to perfor�g these fwxt �P tnyters shall prcvlde tenporary� ckw bottom Sy '-•�•x+ v unless noted otherrise, to chard shall hove rt nttnchetl struct,c�nl sheat and DRWG LSCSYX2A1014 shall have o properly attached rlgitl ceAing. Locntbns shorn for pernnnent Interal restraint of d I A(7 shall have brac4i9 Installed per BCSl sections 83, 87 or 810, ns aPPllcable. Apply pintas to each vE A7 $y 1111 =—I � IlLlll�\ \VVI II of truce and ppaasltWn nc thorn above and on the Joint DataBs, wlvss noted otherrlsv. v � '•• d Refer to tlrnrllfl5 168A -Z for stnntlnrtl Plate positions. • • Alpine, o tliv�on of ITV Bu"e0np Components Groupp [nc. skins not be responses. Por any tlev fr�n AN MW COMPANY tYds drnring, any PnBure to buRd the truss b confornnnce rith ANSI /TPI I, or for hnntllU,g, s g, • Installation g brncb� of trusses. � A seol on this drnrhl9 Or cover P� IlStinB this airnr:n8. imucntes ncceptMCe ergiMieerhg response�IUty solely for the des�n shorn. The suttob8ity and use of thts drnrhg �t for any s tltl'e Is the respar�i8sy of the Bu8e8ng Besipner per ANSLTPI 1 SeC2 y q• !1 13389 arth � p "83045 AL for Wore Inforratbn see this Jobs penernl notes age nntl these reb sites, 4• d 4d � � D1 R. Max Load Qbs) SP DF SPF /HF 1870 1620 1170 Load applied to this ply Note: Install LSC adjacent, equidistant, and not more than 6' on each side of concentrated load, Installation Instructions) 1. Position and attach LSC to loaded ply with (3) 0,131 °x1.5° nails into narrow face, 2, Bend clip over adjacent ply and attach with (3) 0,131'x1,5° nails into wide face, LSC42 for single 4x2 chords LSC32 for single 3x2 chords 9 LSC42 -2 for stacked 4x2 chords LSC32 -2 for stacked 3x2 chords Refer to Alpine sealed drawing for individual truss design. PINE rrrnlpineitrcont TPI rrr.tp1Mst. —V SWA, see'sbcirMustry.orgl IC( rrrJCCanPe ��,`- ........�G ONAIL 11/06/,014 ..ueP�rANTxx�u�RNlsuildrr �AV`�urG mL °ai. �,rn�acr� T"u+aun�'nrG'�l wsrALLeRS. REF SY42 Connection Trusses require extreme core In Pnbrlent4re, hnndW,p, shtpPle� InstnllUig Wool bneing Refer to and ^ loiter the Intvat vditbn of SCSI CBugdlnp Conporrent Safety Infiornntbn, by TPI nntl saCN for anfvty 6>�� H. "hn�, DATE 10/01/14 p'actkes prior to perfor�g these fwxt �P tnyters shall prcvlde tenporary� ckw bottom Sy '-•�•x+ v unless noted otherrise, to chard shall hove rt nttnchetl struct,c�nl sheat and DRWG LSCSYX2A1014 shall have o properly attached rlgitl ceAing. Locntbns shorn for pernnnent Interal restraint of d I A(7 shall have brac4i9 Installed per BCSl sections 83, 87 or 810, ns aPPllcable. Apply pintas to each vE A7 $y 1111 =—I � IlLlll�\ \VVI II of truce and ppaasltWn nc thorn above and on the Joint DataBs, wlvss noted otherrlsv. v � '•• d Refer to tlrnrllfl5 168A -Z for stnntlnrtl Plate positions. • • Alpine, o tliv�on of ITV Bu"e0np Components Groupp [nc. skins not be responses. Por any tlev fr�n AN MW COMPANY tYds drnring, any PnBure to buRd the truss b confornnnce rith ANSI /TPI I, or for hnntllU,g, s g, • Installation g brncb� of trusses. � A seol on this drnrhl9 Or cover P� IlStinB this airnr:n8. imucntes ncceptMCe ergiMieerhg response�IUty solely for the des�n shorn. The suttob8ity and use of thts drnrhg �t for any s tltl'e Is the respar�i8sy of the Bu8e8ng Besipner per ANSLTPI 1 SeC2 y q• !1 13389 arth � p "83045 AL for Wore Inforratbn see this Jobs penernl notes age nntl these reb sites, 4• d 4d � � D1 R. FAC. ALL 14 -0593 (LVL -1) NOTE 2014.1 Allowable Stress Design 1. THIS COMPONENT IS DESIGNEDTO SUPPORT ONLY THE VERTICAL LOADS SHOWN VERIFICATION OF LOADING, DEFLECTION LIMITATIONS, FRAMING METHODS, WIND AND SEISMIC BRACING, AND OTHER LATERAL BRACING THAT ISALWAYS REQUIRED IS THE RESPONSIBILITY OFTHE PROJECT ENGINEER OR ARCHITECT. 2. PROVIDE RESTRAINT AT SUPPORTS TO ENSURE LATERAL STABILITY. 3. DO NOT CUT, NOTCH OR DRILL LPLVL. 4. SHIM ALL BEARINGS FOR FULL CONTACT. 5. VERIFY DIMENSIONS BEFORE CUTTING LP LVL TO SIZE 6. THIS LP LVL IS TO BE USED ASA ROOF BEAM ONLY. APPLIED TO TOP EDGE OF LP LVL, SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ATTACH THE TWO PLIES WITH 3 ROWS OF 16d (3 -12-) NAILS AT 12" OC. STAGGER ROWS. NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131 ". 16d SINKERS (3 -1/4 -) MAY BE USED, BUT HALF MUST BE DRIVEN FROM SUPPORT REACTIONS (LBS) s HAXIKUM B E A R I N G N U M B E R 1 2 DOWN 5021 5021 UPLIFT - -- - -- NIN BE AR]]9G SIZES (IN -SS) 7- 8 7- 8 MAFIMUM DRYLRCPIONS CALCULATED ALLOWAB LIVE LOAD 0.29a(L/812) 0.65 DEAD LOAD 0.64- TOTAL LOAD 0.71-(L/328) 0.97 Central Florida Truss LOAD TABLE NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE (1). OTHER LOAD CASES FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DISTRIBUTION SOURCE TYPE TOP /SIDE LOAD FROM TO FT -iN -3S PT -IN -S% UNIFORM ROOF LIVE SIDE 110 PLF 00 -00 -00 20 -01 -00 UNIFORM WALL DEAD TOP 110 PLF 00 -00 -00 20 -01 -00 UNIFORM ROOF DEAD SIDE 94 PLF 00 -00 -00 20 -01 -00 UNIFORM ROOF LIVE TOP 92 PLF 00 -00 -00 20 -01 -00 UNIFORM ROOF DEAD TOP 78 PLY 00 -00 -00 20 -01 -00 UNIFORM BEAM WEIGHT 16 PLF 00 -00 -00 20 -01 -00 WARNING NOTES: 2 PLIES 1.750 X 16.000 LP LVL2650Fb -1.SE DESIGN CONSISTS OF 2 - PLIES FASTENED TOGETHER (REFER TO NOTES). LOAD LDF LABEL 1.25 0.90 0.90 1.25 0.90 0.90 THIS COMPONENT DESIGN IS SPECIFICALLY FOR L -P ENGINEERED WOOD PRODUCTS. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I- JOISTS IS STRICTLY PROHIBITED. ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW BY A DESIGN PROFESSIONAL. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL BEAM AS DESIGNED. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED LOAD ACTING OVER 2.5 X 2.5 FT (6.25 SQ FT) 12 o r 16.0000c 1.750 3.500 CROSS SECTION 20- 1- 0 —THIS DRAWING is NOT TO SCALE— DESIGN CRITERIA s LIVE LOAD DEAD LOAD TOTAL LOAD MSIs 0.60 Val 0.34 RSIs 0.26 e 20 PSF 17 PSF e 37 PSF ROOF LEFT SPAN CARR. t 0.00 FT ROOF RIGHT SPAN MEE. 1 0.00 FT DEFLECTION CRITERIA e LIVE LOAD DEYL8 L / 360 TOTAL LOAD DEFLs L / 240 CODE COMPLIANCES s LP@ SoIldStert9 LSL, LVL and I- JolstSpedOcations REPORT 0 APA PR -L280 ICC -RS RS$ -2403 LADES RR -25783 CCMC 11518 -R Florida FLIS228 Handling & Erection LP@ SoIldStert9 LSL, LVL and I- JolstSpedOcations I User Notes (User Is responsible for the accuracy ofthese no Software Provided By: Temporary and permanent bracing for holding component Do not cut, notch, drill or alter LP SolldStad LSL, LVL and Waists except as shown 11=/14 FBC LP Engineered Wood Products plumb and for resisting lateral fames shall be designed and In published material from LP. Any use of LP SolidStad LSL, LVL and W oists contrary 414 Union Street, Stilts 2000 Installed limits set forth hereon, Nashville, TN 37219 component until after all the framing and fastening are completed. At no time shall loads greater than design loads disclaims l Implied warranties Including the mptied warranties of merchantability and fitness fora particular use. Phone 800.515.7570 be applied to the component Fax 866.753.4369 Crlteda A COPY OFTHIS DRAWING IS TO BE GIVENTO THE INSTALLING CONTRACTOR. an and material specified ere in substantial LP and SolidStan are registered trademarks of Louisiana - Pacific Corporation. ty with the latest revisions of NUS' Dead load n Includes adjustment factor for creep. Total load Cal Prop 65 warning: Use of this product may result in exposure to wood dust, known n Is inatantaneous. oua Ito the State of California to cause center. DWG # SHEET # "DEEP,24 O Z H w LVL -1 2 PLY X 16" OPEN 4'2" 15' 11 " BEARING 1 � COLUMN i II BEARING AS NOTED, SYSTEM 42- F,24 "0/C,65# FLOOR DESIGN (40- 20 -5), "O/H,150 F� - - -�I I I __J G -------- -------------------- 5/12 ROOF PITCH,2X4 T /C,37# ROOF DESIGN (20-7-10),1.25 D /F, 12 MPH T3 FT4 II I T2 18 I ,, ....... °° WIND VELOCITY UPLIFT CONNECTION,ASCE 7- 10,EXPOSURE D,RISK CATEGORY II, ENCLOSED BUILDING,UPLIFT LOADS BASED ON 8psf DEAD LOAD -------- - - - - -- ---------------------------------------------------------------------------------------- - - - - -- ................................ .....------ .-.-.-..---------------------------------------------------------- ?CJ 1 CJ4 00 Ar i CJ bo CJ5 CJ - CV d- N } mO L) O - -) M Z w O> co J �Z)Z N � w¢¢M Q ❑oV = ' z W U Q CL Cr) Q CJ6 CJ3 o U 6J5 CJ2 U U UUU) Q (V d' W4 CJ 1 JOB NO: FT1 n CA .... Fq -- ....... Lo -- ....v.......•••. 14 -0593 fB 20'1" PAGE NO: 1 OF 1 20'1" U U U U U U O Z H w LVL -1 2 PLY X 16" OPEN 4'2" 15' 11 " BEARING 1 � COLUMN i II F� - - -�I I I __J G -------- -------------------- - -- � T3 FT4 II I T2 18 I ,, 20'1" U U U U U U F� G -------- -------------------- T2 II I T3 II � I II I T2 �qG I ,, Susan Juliano From: Susan Juliano Sent: Friday, November 07, 2014 2:37 PM To: 'Charles Boyd' Subject: RE: Aurora Court Thanks Charlie, I have the permit ready to be reviewed by the Building Official and the following insurance and licenses are needed: Charles Boyd- WC Peav's Electric- Liab ins & WC Paramount Plumbine- State and /or County, liab ins & WC Deck Aire -State and /or County, Liab ins & WC Lewis Barnhart- OK, but Liab ins is due to expire end of November this year. Once the permit is reviewed and approved to be issued, I can't issue it unless I have all the above information updated. Since this is a fairly large permit, please have everyone email the information to me so I can keep track of them coming in and they don't get lost in the daily faxes that come in. Please give them my email address. Thanks! sw" go& "# Swian. SwwtaW 7510 N. Atlantic Ave. /P.O. Box 326 Cape Canaveral, FL 32920 (321) 868 -1222 x15 (321) 868 -1247 (fax) s. iuliano @citvofcapecanaveral.ore www.citvofcapecanaveral.org C1 Y OF ,ANAVERAL Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and /or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public- records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing. • 1 10 From: Charles Boyd [mailto:cboydc@cfl.rr.coml Sent: Friday, November 07, 2014 2:22 PM To: Susan Juliano Subject: Fwd: Aurora Court Charles Boyd Construction, Inc. President 174 North Atlantic Ave Cocoa Beach, Florida 32931 Office: 321 - 868 -7725 Fax: 321 - 868 -0244 Cell: 321 - 431 -8100 Begin forwarded message: From: candi20000(a-ao1.com Subject: Aurora Court Date: November 3, 2014 4:30:56 PM EST To: cboydc(@-cfl.rr.com Charlie, Please see attached deed and survey. Your cashier's check of 25% of the total renovation and the notarized 'Notice of Commencement' are available. Regards, Carmen Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public- records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing NONCE OF ELECTION TO BE EXEMPT Applications updated after 5:30 PM will be received by the Division the next business day. Please select which ID to search by: "'State Driver's License Number. or O *Florida Identification Number. State Issued: j. Florida i Driver's License: 6 156 -47 -450 -0 7 Last Name: ' boyd- ( Ericer ► =Back 11/5/141:06 PM �elz First Name Last Mama Corporation Marne Payment Status Reason Applicatlon:lo i charles boyd charles boyd construction, inc Not Posted Payment Not Completed E0004e67s l charles boyd shades boyd construction, inc Completed Successful If an application number is displayed, you may click the button (above) to view, print or update your application or to print your Certificate of Election to be Exempt. If an application number is not displayed, your application was not submitted to the division. please complete and submit a new application. First Name Last Name Corporation name Payment Status Reason l view t Prlm,4pplicOm -1 Charles boyd charles boyd construction, inc Completed Successful First Name Last Name Corporation Name i q,k!g! � ( Print Exemptioncenflcarewwk 1 CHARLES BOYD CHARLES BOYD CONSTRUCTION INC Copyright 2010 Florida Department of Financial Services Privacy Accessibility C`� ht tps: / /apps.fidfs- com /bocexempt /Search Applicauon.aspi► Page 1 of 1 NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA COUNTY OF BREVARD THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. on of pro-- (legal d lion o the pr�o�erty and street address if a le) Ilk W 16 2.: -w—W description of improvement: 3. Owner information: a) Name and address: b) Interest in property:_ t1j c) Name and address offee simple titleholder (ifotherthan owner):. 4. Contractor (Name '#2 address) C _ - , .� r-,�cc G oe �1 c 5. Surety: a) Name and b) Amountofbond: 6. Lender (Name and address): 7. Persons within the State of Florida designated by Owner upon whom notizes or other documents may be served as provided by Section 713.13 (1) (a) (7)., Florida Statutes (Name and address): All 8. In addition to himself; Owner designates of to receive a copy of the Lienor Notice as provided in Section 713.13 (1) (b), Florida Statutes. 9. Expiration of date of notice on commencement (the expiration date is 1 year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 7l 3.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owne r Owner's Authorized Offtcer/Director/Partnerlmanager STATE OF FLORIDA Signatory's TitlelOf6ce COUNTY OF BREVARD A I a The foregoing inshument was acknowledged before me this 3 day of /V Ve m be�tr , 201 by rr e n �1yl '(narae of won) as (type of authority eg: officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed) n '0 LAUMEJ.OQEt M Notary Public. Comm�don # FF 46524 Print, Type orvStamp ommission Name of 1V ' �ublrc e' My comm. ex May 8, X17 Commission Number F F 16 5 2 Personally Known or Produced Identification El LArj tt. 717-0 action 92.525 Ebd& %amm Under penalties of perjury, I dwhn that t have read the foregoing and that the facts stated in it are true to the bW of my knowledge and believe. SignaUUe of Natural Person SWft Above ,01 Documentary Deed Tax $4,830.00 THIS INSTRUMENT PREPARED BY AND RETURN TO: Elaine Mahnke ISLAND TITLE & ESCROW AGENCY, INC. 2245 NORTH COURTENAY PKWY MERRITT ISLAND, FL 32953 File No. 14 -3889 SPACE ABOVE THIS LINE FOR RECORDING DAT, THIS WARRANTY DEED, made the 31st day of October, 2014 by STUART WELCH, a single man, herein called the grantor, to CARMEN ANDERSON, unnnarried whose post office address is 7912 AURORA CT, CAPE CANAVERAL, FL 32920, hereinafter called the Grantee: (Wherever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) W I T N E S S E T H: That the grantor, for and in consideration of the sum of TEN AND 00 /IWS {$10.00} Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confrrms unto the grantee all that certain land situate in BREVARD County, State of Florida, viz.: Lot 13, Block 24, Avon By The Sea, as per plat thereof recorded in Plat Book 3, Page 7, of the Public Records of Brevard County, Florida. TOGETHER with that portion of the vacated right -of -way of Ocean Avenue recorded in Deed Book 345, Page 510, lying Easterly and adjacent to the platted East line of sold Lot 13, Block 24, Avon By The Sea, as per plat thereof, recorded in Plat Book 3, Page 7, of the Public Records of Brevard County, Florida Subject to easements, restrictions and reservations of record and to taxes for the year 2014 and thereafter. TOGETHER, with all the tenements, h wkhtaments and appurtenances thereto belonging or m anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2013. File No.: 14 -3889 Page Two of Warranty Deed IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year fast above written Signed, sealed and delivered in the presence of k W #1 Si STUART WELCH V7 25 E. HIGHLAND AVE., ATLANTIC HIGHLANDS, NJ 07716 Y witn0i #1 Prin ame I I, �� iWF �I ; ELAMMAMM Witness #2 Printed Name STATE OF FLORIDA COUNTY OF BREVARD The foregoing instrument was acknowledged before me this 31st day of October, 2014 by STUART WELCH who is personally known to me or has producced diFi[i& Z '. A44, as identification SEAL o<►�;d� r � • •, {14541 # EE X5416 * * tdY EXPME& Apd 20, 2017 BOWThu0a4 " OP7 My Commission Expires: File No.: 14 -3889 Printed Notary Name 11/06/2014 2:17PM FAX 32163901119 . 10/03/2808 25 :10 an NATALIE DECKER .:. ENE110 Y ERFOR • 1NCE Ln% =L. go- DISPLAY CARD ESTIMAT ENERGY PERF RWNCE INDEX` 'fro fiver Fi vyl FerFormoras the 1. New co studonw 6 � 8�de1t�►errr�tata�y � 3. �1�fijber'aTI�„8'nwtlAle411�1 1 a. IwestberOt 1 S. �ti:�■wass.' 8. Cat�to Eft -R� t+na6 ! ..r -A w.,.Yw"Vo 7 T. vxdaa" oA U•Faclor, � G WA SHOO.. �NGCa0,/6 r b6 LLhon $Nao; a t Nb4 sNMI d, LLFadar. K/q .. "w. . L IVA 1 It Ames W@W L M*: RoomsWrAM, Rat B. ftw To" t abb4ft4ma On RoD.� b, W i4 RE 06 R% Rw 81�f10 rP m Loon ac ou�so Area 7C MUP iP tr la 006/0008 PAGE 6/M t ,tom .6leartorrealPwnp �flM1V&fl0lt�eh4lai None 1 Qm* t this home hsa oompllwvft ii? Flork% t Efft Cads Por jMj4Mg Consberation the wWW ea feaura voMah will bB stalled (c r ) In if tis hems before ilw ' Ion. ! e, a mw OPI. Display C wd vd be cc+�(e6@d bated on inodW 1�es Bulftr Addes of Neer dome: /C/ io �r c• r� ►l�� i ker+rila � 0 r %dW, This M not a au mmV anew p. � MOM Is be 70, your r may r a FluMs limnwS Dupe ft. Conte d ft -7gtsa ar r.te the aago . ARM at e�+e Vie: !op In +sn end a gd ooff� 'tai n��Ori GbMI OM F'ioride kdldktg Energy Co tl tho FlarMa tai n4 suppwt "Lebe1 npqukad by Eton 30e?1.1.3 ho FloRda Eulldmp C amw Carrservmm% iF rot DO Ti I USA - RMReM0 X AI Cam*ia SoM v CW4040" P" INL or Oi4,•i~(,, 9a93� A AM 8. Cat�to Eft -R� t+na6 ! t�. 001h s. WA G WA w r d RYA IF Ra L IVA 1 It g, L M*: RoomsWrAM, Rat �a1,�1./11 R Its 16 ,tom .6leartorrealPwnp �flM1V&fl0lt�eh4lai None 1 Qm* t this home hsa oompllwvft ii? Flork% t Efft Cads Por jMj4Mg Consberation the wWW ea feaura voMah will bB stalled (c r ) In if tis hems before ilw ' Ion. ! e, a mw OPI. Display C wd vd be cc+�(e6@d bated on inodW 1�es Bulftr Addes of Neer dome: /C/ io �r c• r� ►l�� i ker+rila � 0 r %dW, This M not a au mmV anew p. � MOM Is be 70, your r may r a FluMs limnwS Dupe ft. Conte d ft -7gtsa ar r.te the aago . ARM at e�+e Vie: !op In +sn end a gd ooff� 'tai n��Ori GbMI OM F'ioride kdldktg Energy Co tl tho FlarMa tai n4 suppwt "Lebe1 npqukad by Eton 30e?1.1.3 ho FloRda Eulldmp C amw Carrservmm% iF rot DO Ti I USA - RMReM0 X AI Cam*ia SoM v CW4040" P" INL or 11/06/2014 2:17PM FAX 3216390919 1018312908 23.10 32172533 8 FORM 40510 IrlO Gale FWdm 'rbltewto Rb WhO19 ADDlt; CEDAR STREET I WMDATMY 100= �1�OA1 tom' SiL�Gi1pA1 A i leslaep � 402:4 aoeMto>s M Duos v 0&1 404 • ,'r . MCI 403.5 t3vaifnrwt* POOrS ,�, r1 .a t1 408.9 . ... •cqulprrtent .• . +Mi�rystrtt7e0 tAmlls 40829 11ffl 0141:W PIM NATALIE DECKER Checkiftt 01"I Raging MW MOMW i ®0005/0006 I PAM 5/06 , I ii4�A � - Ses �lfhtsl 4ts�lorts � t'irli ett�tts I '• ' 7 be oeatlksd, 8autaeR�1, thertppvd or o lieitprtg IGr meeting Ai9W E 203. aql n! • QSD afm/eq ft. T or vitsral to t F : ! ft" outdaor� =bus* n olr. wi -e M report �':.. , v* 4M,4.2. 1. �ei�t one thermotrtat As 'be provided ftr each w t�oiirtp tBYsfiem. Where OH�d�jr is Oft" P to ftffluft Is txtb 4 Hod po" whit hest must p W4" v Pilftwift float wh sn ognrpre ar go "a duff lair handlers, tl w OW bWrd nil osrrilbes witir�h �ry� sirr bwwi 01PM for lair d� • 1 Omd dui or 1) oho dm% shall be o>� � ant In awNda Ce With 8 CtiOn 51ti'd.2.72 of this Code. ! ding 1 oatritim t not be used as supply dui. + 1 H4a trap ruili imcl for verti pipe dsenL Comply w1M a iCl�ilt4ees in 40&4.3.2. 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ER13014555 1100 Living Sq Ft x 3 watts 3300 2 Appliance Circuits 3000 Range 12000 Water Heater 4500 Dryer 5000 Laundry 1500 Dishwasher 1200 Microwave 1500 Bathroom GFI Circuit 1500 WP GFI Circuit 1500 Total 35000 First 10,000 @ 100% 10000 Balance @ 40% 10000 A/C Circuit 9600 Total 29600 Divided by 240 123 Amps Actual Service Size 150 Amps 11/6/2014 1� / V A S� d r, ekxe- NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI011567.02 -R1 05/23/2013 Structural JELD -WEN 822 -1 08/13/2013 To verify that the "Notice of Product Certification" is valid, please visit Nvw \,� .NA MICertiIicatitm.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD -WEN "Premium Atlantic Vinyl Single Hung" 3737 Lakeport Boulevard Impact Rated Vinyl Single Hung Window Klamath Falls, OR 97601 (Fin & Flange Installation) Configuration: O/X Glazing: IG -1/8" Annealed Glass/1_aminate- 1/8" Annealed Glass /0.090" SentryGlas® Plus Interlayer by Dul'ont/l /8" Annealed Glass or IG -1/8" Annealed Glass/Laminate -1/8" Annealed Glass /0.090" PVB by DuPont/l/8" Annealed Glass Frame: W- 1324mm(52.13 ") H- 1905mm(75 ") Sash: W- 1254mm(49.38 ") H- 946mm(37.25 ") SPECIFICATION PRODUCT RATING TAS 201/202/203 -94 Design Pressure: +50/ -60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL -210- 3874 -1 Expiration Date: April 30, 2017 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684 -5124 Fax: (804) 684 -5122 Installation Notes: 1. Seal flange/frame to substrate. 2. Use #10 PH or greater fastener though the nail fin with suffident length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2014.09.19 16:25:32 - 04'00' This schedule addresses only the fasteners required to anchor the I t I I I I III window to achieve the rated design pressure up to the size limitations 1112* MIN. EMBEDMENT 2 2X WOOD FRAME MIN. DISTANCE FOR EDGE: 3/4' 1/4° MAX 3 SHIM SPACE 22mm 2mm 3mm 3mm GLASS BITE 13. mm GLAZING DETAIL FRAME SECTION (TYP) VERTICAL SECTION N011: CwLL pe�"eoNNl"g FNrye d Woatl Opting. 1/4" MAX SHIM SPACE 3 MIN. DISTANCE FOR EDGE 3/4' 2 2X WOOD FRAME 1112' MIN. EMBEDMENT MIN. DISTANCE FOR EDGE: 3/4" 2X WOOD �( FRAMES 11/2" MIN. EMBEDMENT NAIL FIN INSTALLATION 1/4" MAX SHIM SPACE JAMB SECTION (TYP) HORIZONTAL SECTION NOTE: Caulk between Nah,9 Fkege d Wood OpvwV. PREMIUM ATLANTIC VINYL SH WINDOW Max Frame I DP RATING IMPACT 52 1/8 x 75 +50/ -60 YE5 LARGE MISSILE IMPACT General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code (FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 3mm annealed -11 mm airspace - 3mm annealed - 2mm PVB Intedayer by DuPont - 3mm annealed. 4. Use structural or composite shims where required. noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www. jeld- wen.com/resourcesriinstallabon. �� i� �'c' .•' �` �i� ��;' ��••• �' :�� i N O 7 _ * * — PROJECT ENGINEER: -- DATE: 08/13/2014 SCALE: NTS x■ th F Lakeport Blvd 4 — Klamath Falls, OR. 97601 Phone: (541) 882 -3451 DRAWN BY: D. Vezo CHECKED BY: 1. Kantola TITLE: DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD -WEN Inc. T T = �,n '•. L OP •' �i� .9rQ o `� 398 to 338 �i�a Premium Atlantic Vinyl Impact Single Hung Window APPROVED BY: PART o ECr D 6666719 IDENTIFIER No. NCTL210 -3874- PLANT -FBC I 1 001 1 OF 3 mul 10 O.C. MAX. SA. MAX. T11gt1 JAMB 1 FR<!M IWNDOW wtm (52 1^- MAX) I TYPICAL ELEVATION WITH FASTENER SPACING lox O.C. wa� COR tux FROM COItliERS MIN DISTANCE FOR EDGE 2 V2' • d <a MASONRY Z BLOCK as a .. a T=NT 1 SHIM SPACE 2 GLASS BI E 13. I � i GLAZING DETAIL I FRAME SECTION (TYP) VERTICAL SECTION /4' MA% SIdM SPACE V V KE 1Va' EMBEDMENT 2 MASONRY BLOCK IAMN. DISTANCE FOR EDGE: 2 1/2• Installation Notes: 1. Seal flange/frame to substrate. 2. Use 3116" ITW Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 11/4' into concrete or masonry at each location with a 2112" min from edge distance. For concrete (min. fc = 3000psi) or masonry substrate (CMU shall adhere to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www. jeld- wen.com/resourcesfinstallaton. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD -WEN Inc. AA��T' MIN. DISTAP ! FOR EWE: 21 i MASONRY INSTALLATION 1 1/4' MIN. EMBEDMENT JAMB SECTION (TYP) HORIZONTAL SECTION PREMIUM ATLANTIC VINYL SH WINDOW Max Frame I DP RATING IMPACT 52 1/8 x 75 1 +50/ -60 — YES LARGE MISSILE IMPACT General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted Intemational Building Code(IBC), the Intemational Residential Code(IRC), the Florida Building Code (FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 3mm annealed -11mm airspace - 3mm annealed - 2mm PVB Intedayer by DuPont - 3mm annealed. 4. Use structural or composite shims where required. DATE: 3737 Lakeport Blvd 08/13/2014 JELDVENKJamath Falls, OR. 97601 NTS Phone: (541) 882 -3451 Premium Atlantic Vinyl Impact Single Hung Window AND LOCATION: I CAD DWG. No.: I REV. 001 SHEET 2 OF 3 PROJECT ENGINEER: j DRAWN BY: „ D. Vezo 7 :•� CHECKED BY: J. Kantola 1 1 7C 7C _ APPROVED BY: 0� �'. O°igi� PART o• BRIE A P . 398 ��` to 339 IDENTIFIER No. DATE: 3737 Lakeport Blvd 08/13/2014 JELDVENKJamath Falls, OR. 97601 NTS Phone: (541) 882 -3451 Premium Atlantic Vinyl Impact Single Hung Window AND LOCATION: I CAD DWG. No.: I REV. 001 SHEET 2 OF 3 14' O.C. MAIL L. WX TM JAYS RN IWONT M' WI M (52 1/8' WUf.I I TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flangelframe to substrate. 2. For anchoring into metal framing use #8 TEK Self Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Steel substrate min.18ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions 1/4" MAX packaged with the window or go to SHIM SPACE www. jeld- wen.com/resourcesriinsta(laton. = ylr FOR EDGE: 112" DISCLAIMER: I This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD -WEN Inc. 398 EN 0011 `1111 ,A,, ., //I �—}— MIN. DISTANCE I FOR EDGE: 112° Min. embedment of throve threads PAST frame `38 gauge in Steel stud v4° MAX SHIM SPACE zzmm +73tr 3mm mm BITE GLAZING DETAIL FRAME SECTION (TYP) VERTICAL SECTION I—E --- e Fk w —c=.y, 1/4" MAX SHIM SPACE 18 gauge min Steel Stud Min embedment of three threads Past frame --�-- MIN. DISTANCE FOR EDGE: 112° STEEL INSTALLATION 18 gauge min Steel Stud 1/4" MAX SHIM SPACE MIN. DISTANCE 2 FOR EDGE: 112" Min. embedment I of three threads 3 past frame 1 JAMB SECTION (TYP) HORIZONTAL SECTION I J 1 PREMIUM ATLANTIC VINYL SH WINDOW Max Frame DP RATING IMPACT 52 1/8 x 75 1 +50/ -60 1 YES L— LARGE MISSILE IMPACT — General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code (FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 3mm annealed -11mm airspace - 3mm annealed - 2mm PVB Intedayer by DuPont - 3mm annealed. 4. Use structural or composite shims where required. 14:' PROJECT ENGINEER: DATE: 3737 Lakeport Blvd Q- .•�`� �� 08/13/2014 /� : \••• O i DRAWN BY; SCALE; N Klamath Falls, OR. 97601 7 D. Vezo NTS Phone: (541) 882 -3451 1 CHECKED BY: TITLE: 7� J. Kantola T T APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window PART PR ECT a PX 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV; SHEET NCTL210 -3874- -FBC 00 3 OF 3 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: N1011567.02-RI 05/23/201.3 Structural JELD -WEN 822 -1 08/13/2013 To verify that the "Notice of Product Certification" is valid, please visit -vvw- ,v.NAMICertificati oil. com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD -WEN "Premium Atlantic Vinyl Single Hung" 3737 Lakeport Boulevard Impact Rated Vinyl Single Hung Window Klamath Falls, OR 97601 (Fin & Flange Installation) Configuration: O/X Glazing: IG -1/8" Annealed Glass /Laminate- 1/8" Annealed Glass /0.090" SentryGlas® Plus Interlayer by Dul'on1/l /8" Annealed Glass or IG -1/8" Annealed Glass/Laminate -1/8" Annealed Glass /0.090" PVB by DuPont/l /8" Annealed Glass Frame: W- 1324mm(52.13 ") H- I905mm(75 ") Sash: W- 1254mm(49.38 ") H- 946mm(37.25 ") SPECIFICATION PRODUCT RATING TAS 201/202/203 -94 Design Pressure: +50/ -60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL -210- 3874 -1 Expiration Date: April 30, 2017 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684 -5124 Fax: (804) 684 -5122 E 6 le 0.C. VAX. - -- �. MAX TIRtl J" ntr i i TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flangefframe to substrate. 2. Use #10 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 1,12" into the wood framing_ For 2X wood frame substrate (min. S.G. = 042). 1 Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to ww,v.jeld- wen.com /resources /installation. Addendum to NAMI DISCLAIMER: � „� a t 5 � This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others /a d �o /� 1i except as authorized by JELD -WEN Inc. —r— MIN. DISTANCE FOR E06E 314* -1112- MIN. EMBEDMENT t I12" MIN, EMI D °-114" MAX SHIM SPACE k z k rmrn 3mm .mm MTP -` DTSTAP FQO t-rF- 3 6�ASrar -E , 13 b— THROUGH FRAME INSTALLATION BLAZING DETAIL JAMB SECTION (TYP) HORIZONTAL SECTION FRAME SECTION (TYP) VERTICAL SECTION 1.4" MA SHIM SPACE _.__-.__....__ ----- ..._ ----- ._- ______-- ___.._.___._ 3 - -- -- — 1112' MIN PREMIUM ATLANTIC VINYL SH WINDOW EMBEDMENT Max Frame I DP RATING IMPACT _ MIN DISTANCE 52 1/8 x 75 1 +50/ -60 1 YES FOR ED6E 3 "' LARGE MISSILE IMPACT General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Buffing Code (FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 3mm annealed -11 mm airspace - 3mm annealed - 2mm PVB Intedayer by DuPont - 3mm annealed. 4. Use structural or composite shims where required. PROJECT EN ;INEER. DRAWN 9Y: D. Vezo CHECKFD BY: J. Kantola NO 29 )-3874- DA'L- 3737 Lakeport Blvd 08/13/2014 SCALE: I JELDNIENKIamath Falls, OR. 97601 NTS I Phone: (541) 882 -3451 Premium Atlantic Vinyl Impact Single Hung Window NAME AND LOCH -ION' 00 15"EF :oEl BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Of JELD -WEN, inc. 398 E. Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact @buildingdrops.com Premium Atlantic Vinyl Sliding Patio Door fogy° Florida Product Approval F , , FL Report No. 2328 Florida Building Code 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: I — A (Certificate) Exterior Doors Sliding Exterior Door Assemblies Prendum Atlantic Vinyl Sliding Patio Door PVC 190.625" x 95.5" (OAXK) Prepared For: 3737 1 �,kepori BONA. Klamath Vdk, 0� `)76N Prepared by: Florida Professional Engineer 4 73778 Date: 02/22/13 Contents: Evaluation Report Pages 1 — 4 F. 0 . . I 'ZZ �• \ 0 P t� NN- Digitally signed by Hermes F Norero, P.E. 111110% Reason: I am approving this document Hermes F. Norero, P.E. Date: 2013.03.22 17:11:07 - 04'00' Florida No. 73778 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: NI011479 02/26/2013 Structural JELD -WEN 822 -1 To verify that the -Notice of Product Certification" is valid. please visit vv\vN.v.NAMICertif i cut ion.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD -WEN Series "Premium Atlantic Vinyl 3737 Lakeport Boulevard 3800 Bypass" Vinyl Sliding Patio Door Klamath Falls, OR 97601 w/Fin or Flange Installation Configuration: OXXX Glazing: IG -3/16" Tempered Glass /Laminate- 3/16" Annealed Glass /0.090" DuPont SGP Interlayer/ 3/16 "Annealed Glass Frame: W- 4842mm(190.63 ") H- 2426mm(95.50 ") Panel: W- 1286mm(50.63 ") H- 2360mm(92.88 ") DLO: W- 1048mm(41.25 ") H- 2179mm(85.75 ") SPECIFICATION PRODUCT RATING TAS 201/202/203 -94 Design Pressure: 2394 Pa (50 psf) Large Missile Impact Rated Small Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL -210- 3851 -2 Expiration Date: December 31, 2016 -,�Ow Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684 -5124 Fax: (804) 684.5122 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD -WEN, Inc. Product Category: Exterior Doors Product Sub - Category: Sliding Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Premium Atlantic Vinyl Sliding Patio Door (Impact) 190.625" x 95.5" (OXXX) FL #: FL Date: 02/22/13 Report No: 2328 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD -WEN, inc. based on Rule Chapter No. 9N- 3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions NCTL210- 3851 -2 -FBC, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing NCTL210- 3851 -2 -FBC require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions NCTL210- 3851 -2 -FBC for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 FL #: FL BUILDING DROPS Date: 02/22/13 Report No: 2328 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute (FBC Organization #: QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories, Inc. (FBC Organization # TST1589) Report #: NCTL- 210 - 3851 -2, Report Date: 12/17/2012 2. Certification Agency National Accreditation & Management Institute (FBC Organization #: CER1773) 3. PVC Material Certification Miami -Dade PERA NOA# 12- 1017.02, Exp: 12/26/2016 4. Miami -Dade PERA (DuPont SentryGlas Plus Interlayer) NOA# 11- 0624.02, Exp: 01/14/2017 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 FL #: FL BUILDING DROPS Date: 02/22 Report No: 23232 8 A Perfect Solution in Ever Drop P Certificate of Authorization: 29578 Through Frame Installation: 1. Approved anchor types and substrates are as follows: A. For 2x wood buck substrate (min. SG = 0.42), use (2) #10 Wood Screw type installation anchors per location of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. For concrete (Min. f = 3000 psi) or masonry substrate (Min. f = 1500 psi) where one by (1X), non - structural, wood bucking is employed, use (2) 3/16" diameter ITW Tapcon type concrete screw anchors per location of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f = 3000 psi) or masonry substrate (Min. f = 1500 psi) where wood bucking is NOT employed, use (2) 3/16" diameter ITW Tapcon type concrete screw anchors per location of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel substrate, use (2) #10 Tek Screw type steel frame (min. 18ga.) anchors per location of sufficient length to achieve minimum three threads of penetration beyond steel structure. Nail Fin Installation (Where applicable): A. For wood substrates use (1) #10 Wood Screw type installation anchors per location of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. Refer to Installation Instructions (NCTL210- 3851 -2 -FBC) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 50 PSF Negative 50 PSF Installation Methods: Refer to Installation Instructions (NCTL210- 3851 -2 -FBC) for installation methods, anchor locations, and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 13.23' O.C. MAX. TM JAI® r MAX FROM - - - - DOOR WIDTH (180.823• MA).) - - - - TYPICAL ELEVATION WITH FASTENER SPACING TWO, THREE AND FOUR PANEL CONFIGURATIONS APPROVED Installation Notes: 1. Seal flange /frame to substrate. 2. Use #10 PH or greater fastener through the nail fin with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2x wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resouroesrinstallafion. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD -WEN Inc. 4�� onn. o tan" WOOD FRAME SECTION (TYP) b VERTiCaLVSEECCTION� NAIL FIN INSTALLATION 1/4" MAX MIN. DISTANCE SHIM SPACE FROM EDGE: 3/4" -}--j 2X WOOD FRAME 1 U2" MIN. EMBEDMENT WOOD FRAME SECTION (TYP) HORIZONTAL SECTION NotE c"a� aa...a rm"v Fw� a w••e owdy SLIDING PATIO DOOR Large and Small Missile Impact Max Frame DP RATING IMPACT 190 5/8" x 95 11 General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted Intemational Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) including HVHZ and the industry requirements for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 3/16" tempered - airspace - 3116" annealed - 0.09" SGP Intedayer by DuPont - 3/16" annealed. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. A1S- F-- -•O-I, �'' '`�`�,�\; •' •• �A�'� PROJECT ENGINEER: DATE: 02/25/13 SCALE: 2" +/ -50 YES General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted Intemational Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) including HVHZ and the industry requirements for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 3/16" tempered - airspace - 3116" annealed - 0.09" SGP Intedayer by DuPont - 3/16" annealed. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. A1S- F-- -•O-I, �'' '`�`�,�\; •' •• �A�'� PROJECT ENGINEER: DATE: 02/25/13 SCALE: 3250 Lakeport Blvd 'YWENKlamath Falls, OR. 97601 DRAWN Br: . i p D. Vezo NTS Phone: (541) 882 -3451 1 * 7$ I * CHECKED BY: J. Kantola TITLE: 4 Premium Atlantic Vinyl Sliding Patio Door OM APPROVED BY: 'ic•• Nail Fin Installation (190 5/8" x 95 1/2 ") PART PfR1o)OE(CITiND: E A 81vd. Suite 938 998 East Dia V O V J IDENTIFIER . PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET B adb6 � Beaeh, FL 99004 NCTL210 -3851- -FBC Venice, FL 00 1OF4 N O B x I �= u' ! DOOR wWTN (190.625- MAX.) TYPICAL ELEYAUON WITH FASTENER SPACING TWO, THREE AND FOUR PANEL CONFIGURATIONS APPROVED r MAX. FROM 2 Installation Notes: 1. Seal flangelframe to substrate. 2. Use (2)-#10 PH or greater fastener through the frame per location with sufficient length to penetrate a minimum of 11/2" into the wood framing. For 2x wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address fie sealing consideration that may arise in different wall ��`� ��S F. conditions. For the complete installation procedure, see the instructions packaged with the window or go to = ��\ N . i� www. jeld- wen.com /resourcesriinstallation. DISCLAIMER: ` pT This drawing and its contents are confidential and are not to be �tk` ••'' reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD -WEN Inc. 398 FAA EMI MIN, DI57 FROM ED6 MIN. DI57 FROM EDG THROUGH FRAME INSTALLATION HORIZONTAL SECTION SLIDING PATIO DOOR Max Frame DP RATING IMPACT 190 5/8" x 95 112" +/ -50 YES Large and 5mall Missile Impact General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Codes (FBC) including HVHZ and the industry requirements for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 3116" tempered - airspace - 3/16" annealed - 0.09" SGP Interlayer by DuPont - 3/16"annealed. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not incl ude fin or flange. PROJECT ENGINEER: DATE: 02/25/13 3250 Lakeport Blvd DRAWN BY: SCALE: N Klamath Falt5, OR. 97601 .A i p S D. Vezo NTS Phone: (541) 882 -3451 * � CHECKED BY: TITLE: J. Kantola APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door O)DO( p/��p7Qn{iry�j Through Frame Installation (190 5 /8" x 95 1/2 ") ��.�'.. PD�VVEV 1.7 300'1' Suite 93e IDENTIFIER BFBF C�Venice, FL. CAD DWG. Na: REV: oo SHEET 2 0F4 FRAME JAMB SECTION (TyP) ude fin or flange. PROJECT ENGINEER: DATE: 02/25/13 3250 Lakeport Blvd DRAWN BY: SCALE: N Klamath Falt5, OR. 97601 .A i p S D. Vezo NTS Phone: (541) 882 -3451 * � CHECKED BY: TITLE: J. Kantola APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door O)DO( p/��p7Qn{iry�j Through Frame Installation (190 5 /8" x 95 1/2 ") ��.�'.. PD�VVEV 1.7 300'1' Suite 93e IDENTIFIER BFBF C�Venice, FL. CAD DWG. Na: REV: oo SHEET 2 0F4 FRAME JAMB SECTION (TyP) S 283' O.C. MAX. THRU JAMB -4- MM piS —EWE - 11 zI!!- I e .4 G FROM Q BOOR WIDTH (190.625' MAX.) TYPICAL ELEVATION WITH FASTENER SPACING TWO, THREE AND FOUR PANEL CONFIGURATIONS APPROVED i j Mm DIS�anKF j, moM EDGE Z,� L Installation Notes: - - - -- — - - 1. Seal flange/frame to substrate. 2. Use (2) -3116" Tapcon or equivalent fasteners through frame per location with sufficient length to penetrate a minimum of 1114" into concrete or masonry ar each location with a 21/2" min. distance from the edge. For concrete ( min. f = 3000 psi) or masonry substrate (CMU shall conform to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. DISCLAIMER: �'o� =9� This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others ••.[ E except as authorized by JELD -WEN Inc. 988Danin` Digitally signed by Hermes F Norero, P.E. This schedule addresses only the fasteners required to anchor the Reason: I am approving this document window to achieve the rated design pressure up to the size limitations Date: 2013.0322 17:) 929 04'00' noted. It is not intended as a guide to the installation process and does �� not address he sealing consideration that may arise in different wall F. conditions. For the complete installation procedure, see the instructions Q.�: ' X %• packaged with the window or go to _ ' N = www.jefd- wen.com /resources /installation. ,t , -- DISCLAIMER: �'o� =9� This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others ••.[ E except as authorized by JELD -WEN Inc. 988Danin` 4 EM9EDMEN* Masa.Mr ,SDK Mau pssi,w� E"oM EaE.z,rr FRAME SECTION (TYPI VERTICAL SECTION MASONRY INSTALLATION E^ MEN. va• MN( EMBEDMENT $NIM SPA[£ p MIN. E EWA 2 FROM EaGE z vz• j MIN. WSTANCE 2 3 L� FROM EWE 2IIY Q d BLOCK FRAME JAMB JAMB SECTION (TYP) HORIZONTAL SECTION SLIDING PATIO DOOR Max Frame I DP RATING IMPACT 190 5/8" x 95 112" 1 +/ -50 1 YES Large and Small Missile Impact General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted Intemational Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) including HVHZ and the industry requirements for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 3/16" tempered - airspace - 3116" annealed - 0.09" SGP Interlayer by DuPont - 3/16" annealed. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. PROJECT ENGINEER: DATE: 02/25/13 3250 Lakeport Blvd -- DRAWN BY: SCALE; N Klamath Falls, OR. 97601 D. Vezo NTS Phone: (541) 882 -3451 CHECKED BY: TITLE: J. Kantola APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door OW Masonry Installation (190 5/8" x 95 1/2 ") odP� ° 998 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET NCTL210 -3851- -FBC Venice, FL 00 30F4 I© . MAN r 1, �r�i I� 'y Iti �i 4 EM9EDMEN* Masa.Mr ,SDK Mau pssi,w� E"oM EaE.z,rr FRAME SECTION (TYPI VERTICAL SECTION MASONRY INSTALLATION E^ MEN. va• MN( EMBEDMENT $NIM SPA[£ p MIN. E EWA 2 FROM EaGE z vz• j MIN. WSTANCE 2 3 L� FROM EWE 2IIY Q d BLOCK FRAME JAMB JAMB SECTION (TYP) HORIZONTAL SECTION SLIDING PATIO DOOR Max Frame I DP RATING IMPACT 190 5/8" x 95 112" 1 +/ -50 1 YES Large and Small Missile Impact General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted Intemational Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) including HVHZ and the industry requirements for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 3/16" tempered - airspace - 3116" annealed - 0.09" SGP Interlayer by DuPont - 3/16" annealed. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. PROJECT ENGINEER: DATE: 02/25/13 3250 Lakeport Blvd -- DRAWN BY: SCALE; N Klamath Falls, OR. 97601 D. Vezo NTS Phone: (541) 882 -3451 CHECKED BY: TITLE: J. Kantola APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door OW Masonry Installation (190 5/8" x 95 1/2 ") odP� ° 998 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET NCTL210 -3851- -FBC Venice, FL 00 30F4 ! DOOR WIDTH (180.813• MAIL) TVPLCN. ELEVATION WITH FASTENER SPAM16 TWO, THREE AND FOUR PANEL CONFIGURATIONS APPROVED 3" 1AX. I S Installation Notes: 1. Seal flangetframe to substrate. 2. For anchoring into metal framing, use (2) -#10 TEK Self Tapping screws per location with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as shown in elevations and installation details. Steel substrate min. 18 ga (fy = 33 ksi). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the PROJECT ENGINEER: window to achieve the rated design pressure up to the size limitations 3250 Lakeport Blvd Klamath Falls, OR 97601 Phone: (541) 882 -3451 noted. It is not intended as a guide to the installation process and does ��.� not address he sealing consideration that may arise in different wall ��`�� S F conditions. For the complete installation procedure, see the instructions Premium Atlantic Vinyl Sliding Patio Door OM Steel Installation (190 5/8" x 95 1/2 ") packaged with the window or go to (lj www. jeld- wen.com /resourcesrnstallation. U U1� DISCLAIMER: o T �0 This drawing and its contents are confidential and are not to be CAD DWG. No.: reproduced or copied in whole or in part or used or disclosed to others SHEET 4OF4 except as authorized by JELD -WEN Inc. 3W F.M.41114 Dania o� 018]5" O.1B]5' FRAME SECTION (TYP) VERTICAL SECTION STEEL INSTALLATION SLIDING PATIO DOOR Max Frame I DP RATING IMPACT 190 5/8" x 95 112" +/ -50 YES Large and Small Missile Impact General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) including HVHZ and the industry requirements for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 3116" tempered - airspace - 3/16" annealed - 0.09" SGP Interlayer by DuPont - 3/16" annealed. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. �� p PROJECT ENGINEER: DATE: 02�25�13 SCALE: NTS 3250 Lakeport Blvd Klamath Falls, OR 97601 Phone: (541) 882 -3451 DRAWN B,: D. Veto * CHECKED BY: J. Kantola TITLE: Premium Atlantic Vinyl Sliding Patio Door OM Steel Installation (190 5/8" x 95 1/2 ") APPROVED BY: P6666E�I (lj ��.E. U U1� IDENTIFIER No. NCTL210 -3851- PLANT NAME AND LOCATION: -FBC Venice, FL CAD DWG. No.: REV: 00 SHEET 4OF4 d. Saito 338 3004 4W.'r. Nil L '-" I I It I- 11-IT �i ''1 7 1' /N5 VIA\ __r) -I- Ct MP A T'i F, __ C Ul TRF V L 'C il J, L -C C E ', C. Li T' F Z VCCD 7RAM V� N,' V', u4-f 'I \F TC B7 D' ,11,.NFC, 41\,) N('HjRFF, �C, '3LPERL 1' TRAW',F =R ALL TP_I,jIiPE -P(WING A\:; VA=ONR` D -ENIN; 1, 7-f- P-S"(_NC B _11Y - IF-L -JE"1 )1< ENS \LEH CF RL'(_3' 3. 'X F3JCK CVFR IS -)P-ION/, -1. XHER' 'IM JR TtJI:'j=--, S _SS _H/1\ -112" W',DOV, 'NIT-- Mo-_'T A\cFIOR--' T1 R01- I F AL "R �A\CF Vilt I VA'I,, -Ak, -I JRS �UFII 11S - - __ _AST_\=D BiR-CTL- IIT�� AL-_A 10\ IW-TR _� -,,JN,- A\,- II-PS SI -"L- BE SILCJ�,: _Y I14SCNRv. CON2-E-E CP C-HER _,TR�CT(JRL\L 3-LIBST'RATE %(tiERA_. 1� Will' R ',I-: N- C' < 1 )" CR GR= All_-i. SHA I* S-fU- FAS-FNF'j T(, VASu \Rl ,_NCF__F CIR ')THFR STRUCTUR4.1 'SUK - TRATF WIND()" i.INITS �I A" R7ANCHOP7F,TIF011_,! _rA\,IF TC, 1/4NIJFACTJ=ER_'m P_HL: HED 1J'. ?',10N \SI"_1;11I0NS. C. ',NIHER- 'X BJ--< F Nrl"' VA,-EkA_S %IST HE SLP/\R/-1LD tj1-1 C , -1 OF ,)A'ING Ol� M0/134f�4.Nt .11 LL 0\ CI '�,�L,'ING OR VI._%4-3NANL IS HAL R;-SPCVS 31LI THE AR('H]Tz(.- OR _-N1-1- H.CKSS-AII 'HA -1,1[ 1-2A\4- P- OV,3[_D S. -, ;IM AS F� -, AT LTD _-N ANC -(-, 'NI -I I .S417) BfARINIC -,! IIV St 11V h! 1 _317 S°ACE O� 1/*6" MAXIV(,V ALLC•NA3L- CHIN S'ACK IC - 1,14" 9. S-IMS SHA__ 3L VIA. i L' -AL AVlAB_- OF S�SIAIN\C 1.11;_CAHLE _J! -0S. I-XVIED AN) 41 -LE" _r,\- "A 'A31_L O= SIV; A N V; All LICAHLE LJ! D-: C. 'MIND LCA_) I) - =A! ;;N f V,"S USED Fc'R WJJ, ANC -_)� CA-] _?, j\': I. -i,AVE MAT -_ ,AL: A-VIN-,i, 12 I-IN IS VILJS' ?IE CILA-,"H) P-, /v,iM SHEET / Iu-t CLASS J-lIf()N*i 1.;. A 'PqOVI-" 1; IW�AC I f '-'I W V IS N')I mZED F O-R I -IS 11RCIDUC I IN VVIN JORNL 2LB';: S N - C; OV_� 14. FCR ANC-O-"RING IN-; NoOL f�A'/!Nr, CR 2X 3UCK -SE #.2 ViCCD SC-.?EWS M-H 7-FFICI-'IT 1 ENCT'l '�„ 7, - - ' "" !/\MUV [M3FD'/'\_ \TC ')1IRST-ZA-r- .,CAT- AV7HORS AS CIO"\ IN INN -AI IATION 777.\Ic It-TI f 01 CON'' \JS_ !�J'LLJ fl' l DLSCRIPIION Al -ART' S- C, iONS j V, I I,', N - TA LATICN DETAILS ,"SONS —V !vLv 'LW I E:_! N_ L 3 ! AD-L-) _'I 2Al_ SI ALS 0111- FL , _F; �'C' VA'_' .G' __,-,1N;_F_TF U-17 1/4 TAPDO1147 viTli -,UF-ICIFN- 1 i 'I 1 4' "UXII-V LV� * ILL)IMEN Id :) ' C, C, _7' - IFA L. WI H _' I: 2" VINIP,i V E-"-- 1 AN' S NN \ L_L,A1 A'I P ',I(, V- TP __ T=t J' T-F-- US_ N12 OP _'PJ_LING Sl-'R-- V,'- NTH F_i 4- El. H TC THREAD' '_) .P ;- v H�_' A'- �HVIV\ 1\ -L-Vt-H,)'V %b IN' [A \110N -1, AIL�'' ALL Ih- \1 - , ) HE 'Q R - aJON =E- S I AN I, 8 V -, uN 'Nt-,HJ'S S-ALL LIF \SIALL-L) 14 _v:; ,OYVN'_- Ail- '�\C'HOP \IA\- A, _11;-RI N',_AILATR)N \STRILICTONS AV, /NC 10<S Cl A I VT F!_ IJSF[) IN i A T- S-REV--il __S T-AN THE V NIIA,J\l S E- F ED BELC,`, A MINM V CP--CIFC GRi-VT1 C7 (_().12 E. R-TV - 11 I,.IMI_V I '_)Vo--_SS1/[ ST:,ENUT11 jF 3.192 PS'. C. IA4's'-NR' ACTF/ C qU' (-RA- , F 1,, TYP-_ 1 (r)-, :,., ATFt-,,; T', vl=`A !-T (j', 1 j.?F - 1 7 13 ;A. 33,.S, OR A (J/141,M ; 063 TC, ],/I)' Tl1lL4 "'N'wiV 9 A!, 1" "LUT/t fC S LL_ NO LCJL : A\ ARLA 01 48 T,;T-- , ',r)VF_RC SHAPES AR� NOT T^ 5_APF' SHOWN H=RF SIGNED: 05131114 7500AMSTIERDAM DRIVF \okill 11111"I ,. Lo WInDoor ORLANDO, FL 12832 c INCORI-ORATED -id 9020 PICTURE WINDOW 0 51 LARGE MISSILE IMPACT NOTES ;41T5AT Y07 '_�i ix- ,-v .-IN M1, NO VV. L. 08-01626 at NTS 06/11/2012 1 S"� 1 OF 12 / "I/11111110\\ lip „ . I -- 6U" M %X f -M/ N H —� 4"' MK _ - \!A> .. 4'. VAX / 6 R' M.? X 17U' vnv F�AV[ HEI3 -S E T 9020 PICTURE WINDOW_ EXTERIOR VIEW REFER TO CHART #I & #21N SHEET 3 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACT RATING ±100.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D. WIND ZONE 4 AND HVHZ WITH GLAZING A DESIGN PRESSURE RATING IMPACT RATING ±90.OPSF ! LARGE MISSILE IMPACT MISSILE LEVEL D. WIND ZONE 4 AND HVHZ WITH GLAZING B AND C � \1A ('B'\ 96" MA'• -P. \ME NLL - -- MAY, �-- _ _' / I' VI K 0 ' . 902_0 PICTURE WIND O_ _W EXTERIOR VIEW REFER TO CHART #1 & #2 IN SHEET 3 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING j IMPACT RATING ±i lO.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D. WIND ZONE 4 AND HVHZ WITH GLAZING A, B AND C �_vs•cxls R-VIS_D �L2 '1LYJ 3 ADDED AR:.I IT= ',;TI, 2AL It Af'— VAX R At/ -(,11- DA L /2G/ I S 1: _ 05/31/14 —_ - -- SIGNED: 05131114 7500 AMSTERDAM DRIVE WinDoor ��Illlllf /O T� ()RIr1NDCT.1:1.;zR,z �`5 R. L• / \\ INCO RP0RATED rMm.- an.uxl wxo r,.: ar.enlnvi wyu .candxmn<sum �� '9 ` �,••��GE Ng9 •,p l 9020 PICTURE WINDOW 0 61 +tom LARGE MISSILE IMPACT ELEVATIONS AND CHARTS ;: 7O TAT OF � " -�nna Dwc no - j�'P0RM0 V.fiLf NTS 08-01`626 ^*` 06/11/2012 SO"f'`626OF 12 CHART #J Design p-m offing for units with glazing A &no Frartle Frame width (In) Height 24.0 1 30.0 3610 1 42.0 48.0 1 54.0 60.0 66.0 1 720 78.0 84.0 80.0 96.0 ([n) Pos Meg Pas Neg Pos Neg Pas Meg Pos Neg Pos Keg Pos Neg Pos Neg Pas Neg Pos Neg Pos Ne9 Pos Neg Pos Neg 24.0 1100 147.3 110.0 146.0 110.0 144.7 110.0 143.3 110.0 142.0 11001 1407 110.0 139.3 110 0 1380 110,0 136.7 110.0 135.3 110 0 134.0 110.0 132.7 110.0 131.3 30.0 110.0 146.0 1100 145.8 1100 144.2 110.0 1425 1100 1408 1100 139.2 110.0 1375 110 0 1358 1100 134 2 170.0 132.5 110 0 130.8 110.0 1292 1100 127 36.0 1100 1447 110.0 1442 110.0 144.0 110.0 1420 1100 1400 1100 138.0 110.0 1360 110 0 1340 1100 132.0 1100 1300 110.0 128.0 110.0 1260 1102 124 42.0 110.0 143.3 1100 1425 110.0 1420 110.0 1418 1100 139.5 1100 1372 1100 134.8 110 0 132.5 110.0 130.2 1100 1278 110.0 125.5 1100 1232 110.0 1208 . 48.0 110.0 1420 110.0 140.6 1100 140.0 1100 139.5 1100 139.3 110.0 1367 110.0 1340 110.0 131.3 1100 128.7 110.0 126.0 170.0 123.3 110.0 1207 1100 178 0 54.0 1100 1407 1100 139.2 110.0 138.0 1100 1372 1100 1367 1100 136.5 110.0 1335 1100 1305 1100 1225 1100 124.5 110.0 1215 110.0 1185 1100 1155 60.0 110.0 139.3 110.0 137.5 110.0 136.0 110.0 1348 110.0 1340 110.0 133.5 1100 133 3 110 0 130.0 170.0 126.7 110.0 123.3 110.0 1200 110. 116.7 110 0 113.3 86.0 110.0 1380 7700 1358 710.0 134.0 7700 1325 170.0 131.3 710.0 730.5 170.0 130.0 110.0 129.8 110.0 1262 710.0 122.5 770.0 118,8 110.0 715.2 110.0 1175 720 110.0 136.7 110.0 134.2 1100 132.0 110.0 1302 1100 128.7 110.0 127.5 110.0 125.7 1100 1262 110.0 126.0 110.0 122.0 110.0 118.0 110.0 114.0 1100 110.0 78.0 170.0 1353 110.0 132.5 110.0 130.0 1100 7278 110 0 126.0 1100 1245 770.0 1233 1100 1225 1100 122.0 110.0 121.8 110.0 717.5 84.0 1100 1340 1100 1308 110.0 128.0 110.0 125.5 110 0 1233 110 0 21 5 110.0 1200 1100 118.8 110.0 118.0 110.0 117.5 90.0 1100 132.7 110.0 129.2 110.0 126.0 110.0 123.2 110.0 1207 110 0 185 110.0 1167 1100 1152 1100 7140 - 96.0 110.0 131.3 110.0 1225 110.0 1240 1100 1208 110.0 118.0 110 0 155 110.0 113.3 1100 111.5 110.0 110.0 - 102.0 1100 130.0 110.0 125.8 110.0 122.0 1100 118.5 110 0 1153 1100 125 110.0 110.0 1078 1078 _ - _ 106.0 110.0 1287 170.0 1242 1100 120.0 110.0 1162 F073 112.7 FW175 09.5 106.7 106.7 - 114.0 110.0 727.3 110.0 122.5 1100 118.0 110.0 1138 110.0 110.0 103.0 065 1033 1033 120.0 110.0 126.0 110.0 120.8 170.0 116.0 110.0 1115 1047 107.3 97 0 103.5 100.0 100.0 - 126.0 1100 124.7 110.0 1192 770.0 114.0 1092 1092 99.3 104.7 910 1005 - 13T.0 110.0 123.3 110.0 117.5 770.0 112.0 106.8 JM iB 940 1020 850 975 138.0 1100 122.0 110.0 115.8 1100 710.0 704.5 104.5 99.3 993 - - - - - 144.0 170.0 1207 1700 714.2 708.0 108.0 102.2 1022 96.7 %.7 CHART #2 Design pressure rating for units vjM glazing B and C (ps9 game Frame width (in) Height 24.0 30.0 360 42.0 48.0 54.0 60.0 66.0 720 78.0 84.0 90.0 96.0 (In) Pos Neg Pos Neg Pos Neg Pos I Nag I Pos Neg Pos Neg Pas I Nag Pos I Neg Pas I Neg Pos Neg Pos Neg Pos Neg Pos Neg 24.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 1350 110.0 1350 110.0 1350 110.0 135.0 110.0 135.0 170.0 135.0 110.0 135.0 1100 135.0 110.0 135. 30.0 110.0 135.0 110.0 135.0 110.0 135.0 170.0 135.0 1100 135.0 110.0 135 0 110.0 135.0 1100 135.0 110.0 135.0 110.0 135.0 110.0 135.0 170.0 1350 110.0 135. 36.0 1100 1350 1100 1350 1100 135.0 110.0 135.0 110.0 1350 1100 1350 110.0 1350 1100 1350 1100 1350 110.0 1350 1100 1350 1100 1350 1100 1350 420 1100 1350 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135 0 110.0 135.0 110.0 1350 110.0 135.0 110.0 135.0 1100 135.0 110.0 135.0 110.0 135.0 110.0 131.7 48.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110,0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 131.3 1100 126.0 540 1100 1350 1100 1350 1100 135.0 110,0 135.0 1100 1350 1100 11" 1100 135.0 1100 1350 1100 1350 11n0 1350 11nn 13301100 1270 1'0.0 1210 60.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 1350 110.0 135.0 110.0 135.0 110.0 130.0 110.0 123.3 110.0 116. 66.0 110,0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135 0 110.0 1350 110.0 135.0 110.0 135.0 110.0 1277 110.0 120 3 110.0 -113 0 720 1100 135.0 110.0 1350 110.0 1350 1100 110.0 135.0 1100 1350 1100 1350 1100 1350 110.0 1350 1100 1340 1100 1260 1100 1180 110.0 110. 78.0 110.0 13501 1100 135-0 110 0 135.0 110.0 110 0 135.0 110 0 135 0 0 135 0 110 0 135 0 1100 134.0 110 0 133.7 110 0 1250 84.0 110.0 1350 1100 135.0 110.0 135.0 110.0 110 0 135 0 110 0 133 0 0 130.0 110.0 127.7 1100 1260 110.0 125 0 90.0 710.0 135.0 110.0 135 0 110.0 135.0 110.0 110.0 1313 110 0 127 0 .0 123.3 110.0 120.3 1100 118.0 96.0 110.0 135.0 110.0 1350 110.0 135.0 110.0 P135 110.0 126.0 110 0 121 0 0 116.7 110.0 113.0 1100 110.0 102.0 110 0 135.0 110.0 135 0 110 0 1340 110.0 110 0 1207 1100 1150 0 19%67 110.0 105.7 105 7 108.0 110.0 135.0 110.0 135 0 110.0 130.0 110.0 1100 115 3 1090 1090 3 103 3 14.0 110.0 1350 110.0 135.0 1100 126.0 110.0 110.0 110.0 103.0 103.0 96.7 120.0 110.0 1350 1100 131.7 110.0 122.0 1100 113.0 1047 1047 97 0 97 0 0 900 126.0 110.0 135.0 110.0 1283 110.0 118.0 108.3 108.3 99.3 993 910 910 132.0 1100 1350 110.0 125.0 11001 114.0 103.7 i 1037 940 940 850 850 138,0 1100 1340 110.0 1217 110.0 110,0 99.0 99.0 88.7 887 144.0 1 11001 13131 11001 11831 10601 10601 943 943 833 83.3 -_� ON S P la_VIS.0 'L� NLW IL =III, 3 ADDED AR'[ 1 CTI.YAL S, AF'-- ...- �...._ -. WinDoor 3M) A,..MSTI�tDAM DRIVE: ()R)-1NI) ),P1.12832 TNCORPURA "1'HD r.<,� wuw.windeemncann 9020 PICTURE WINDOW LARGE MISSILE IMPACT ELEVATIONS AND CHARTS ��AAN r'W; NO -1 V. L. 08 -01626 8 NTS Al 06/11/2012 Is "13 OF 12 DA '.t AP�HCV-1, 212;115 R CS/3 1 /74 17 _. SIGNED: 05131114 ``\`\\s P, III///, �� / /// �� ?o„5�51 / T((�AATTT OF 7--" MIX VAr t RLV SONS 1 I bA I M)v- D 7--" MIX VAr t m;- x VAX IA/ IAtx C, s -5/ 1 72 MAX 2 \,Ax MAX MA\ VA, v4, 1 W' MAX rrax —4 VAX APPROVED SHAPES SEE WOT�- 1-9-SH-E-E- T I - 7500i'LMSTERDAM DRI\ 1; WinDoor ORI-NNI)O, Fl, i283-1 INC(')Rl-()RA'I'ED 9020 PICTURE WINDOW LARGE MISSILE IMPACT APPROVED CONFIGURATIONS �RAAN I o.,; N, B V. L. 08-01626 S:'.Ajf NTS I•A' 06/11/2012 1s"';-4 OF 12 SIGNED: 05131114 S \111111fl/ / R. L 0 \Q E N 0 T(AATTE OF OR XID't -'GA:� ,9/0 NAL RLV SONS bA I M)v- D lJr,' iii K 3 1 AD-IC-1 Ti. ZAl Sl Arl-S 14 m;- x VAX IA/ IAtx C, s -5/ 1 72 MAX 2 \,Ax MAX MA\ VA, v4, 1 W' MAX rrax —4 VAX APPROVED SHAPES SEE WOT�- 1-9-SH-E-E- T I - 7500i'LMSTERDAM DRI\ 1; WinDoor ORI-NNI)O, Fl, i283-1 INC(')Rl-()RA'I'ED 9020 PICTURE WINDOW LARGE MISSILE IMPACT APPROVED CONFIGURATIONS �RAAN I o.,; N, B V. L. 08-01626 S:'.Ajf NTS I•A' 06/11/2012 1s"';-4 OF 12 SIGNED: 05131114 S \111111fl/ / R. L 0 \Q E N 0 T(AATTE OF OR XID't -'GA:� ,9/0 NAL 50° MAI F:�AME NiDT- g" I I _ I 1. u" T VAX 1 r-avc G' I 1 1 9020 PICTURE WINDOW M i.X 1 1 1 EXTERIOR VIEW REFER TO CHART #3. THIS PAGE, FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACT RATING +100.0 1- 120.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ WITH GLAZING A AND 8 DA .1 I2_Vl' l 'L- %LVI IL`.I11,_ 21Z JIS I; _ 3 ADJE - IT=l _Ti,2AL 9 AD=S 1-5/31 /1 r CHART #3 Frame Fame width (in) Height 24.00 30.00 36.00 42.00 48.00 64.00 60.00 (in) Pos Neg Pos Neg Pas Neg Pos Neg Pos Neg Pas Neg Pas Neg 24.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 30.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 36.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 42.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 48.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 I WO 150.0 s4.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150Z 150.0 150.0 150.0 143.4 150.0 60.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 150.0 150.0 150.0 133.3 150.0 66.0 150.0 150.0 150.0 150.0 759.0 150.0 150.0 150.0 150.0 150.0 145.5 150.0 125.4 150.0 720 150.0 150+01 150.0 150.0 150.0 150.0 150.0 150.0 150.01 150.0 138.9 150.0 1119,0 142.9 78.0 150.0 150.01 150.0 150.01 150.0 150+01 150.0 150.0 150.0 150.0 133.8 150.0 114.0 136.8 84.0 150.0 150.0 1 150,0 150.0 150.0 150.0 1 150.0 150.0 150.0 150.0 129.9 150,0 109.9 131.9 90.0 150 0 150.0 1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 127.0 1500 106.7 128.0 96.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1500 150.0 125.0 150 0 104.2 125 0 102.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 123.8 148.6 102.3 122.8 108.0 150.0 150.0 150.0 1500 150.0 150.0 150.0 150.0 150.0 150.0 123.5 148.1 101.0 1212 114.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 123.5 148.1 100.3 120.3 f20.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 123.5 148.1 100.0 120.0 SIGNED: 05131114 DRIVE t&LANDO,FL328 �1tII!/ `J \��O / /WinDoor ) v 1NCClRPcRA[gp -9 ENg' 9020 PIC-URE WINDOW = *' //��•I1o,�S251 +t- LARGE MISSILE IMPACT ; b'j(sHc�` ELEVATIONS AND CHARTS ��0, $$TAT OF 4r` N' nwa N =B i�.f• A. �ORI 0:,Z V.L OS -01626 iFSS i�/ONA scar :n' 1 ;ter- - NTS 06/11/2012 5 OF 12 j1E�\�� I VA, 1 C i 8 \ i 6" MAX 12- MA, U.C. 1 }' MA' hh14N: N'JiH G.. UA T , Nix T F i S ,% " VAX D _0. I 8" MAX -'P - VAX 9020 TRIPLE PICTURE WINDOW EXTERIOR VIEW REFER TO CHART 114, THIS PAGE, FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACT RATING ±85.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ WITH GLAZING A, 8 AND C - 1 72' NAx RAMF HEIGHT oA-: _-as::kcv�0 i0_VIS C - -'L2 VLW 2122/13 R 3 ADDED A3,^,1- 1TCCTCZAL `_.I -Af =? 14 R.. CHART N4 Design pressure rating chart (pso Frarre Total Frame VWth (m) Height 36.00 54.00 72.00 90.00 108.00 126.00 144.00 (in) Pos Neg Pos Nag Pos I Meg Pw Neg Pos I Meg Pas Nag I Pos Meg 24.0 100-01 125,01 100.0 1250 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 30.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 700.0 125.0 100.0 125.0 36.0 100.0 125.0 100.0 125.0 1 00.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 42.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 48.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 64.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100 0 125.0 100.0 125.0 100.0 125.0 two 100.0 125.0 100.0 125,0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 119.6 100.0 113.3 B6.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 113.3 100.0 103.6 -9-14-r-850 97.1 97.1 72.0 100.0 125.0 100.0 125.0 100.0. 125.0 100.0 114.5 100.0 100.7 91.4 85.0 SIGNED: 05131114 WinDoor ,(t0 ALMSTERDAM DRIVE \ \\ \111111!11 /V /p/ 1TRI_\ND<1,H.;za,z R. Lp} INC0RP0RA'I'13D - 11,11' ��u�- d-nncnnn •• \(''TChS 9iP i •\ t0 i = *'W/l1I.0y6�51 #= 9020 PICTURE WINDOW LARGE MISSILE IMPACT ELEVATIONS AND CHARTS S(�f''r �� • TAT Of 41,E D<AAN 1141 NO Var 08- 011.626 8 ZZ /TS/�NAI(� \ \�\ A h NTS 0611/2012 6 OF 12 \^ r F NUt/3E 1. IA 1 -VID L�_y,,� VID .. 9JSIIG3 V1U. - — K �2u -CJ34 =EJRi 1' }vN— 7A 12 ".,!�'4 t 14 1i!E!J 1i1GLF1 6 52 I J 'OA9 -VID 1�=9 OAU VID 20 127.E R DESCR 17\ Ida ,- AC -URER MATER AL FRAMF T AC Al-) .. ASS Md_ Y Y Yh4AR{ A. UVIN M FRINE ,;AMD %S`EMPLv u:YMARK /+_UVIN�M 6063 _F h!J_L ^55_Vd -.1 ... - -- °Al'Ak A- UVIN_M MJ_L NE'ICT ',_I'1-JRCLV_G C-YM ?RK A_IJVIN„M 60CS'c? MJ L ZEINFCRC:EVEtlT v Yh4AR! A_UVIN -M 1 _ i "R IJ . JirE- t Yh!6?.(_.— A !!VIN AI ^;h.'. - FLUSF �C `fif- — K-YA1'RK A_UVINJI 61-6S -r A..UVIN,.M CJSS STOP ✓ YMAk1 A_UVIN -M 6063 ' 3/5 O -ASS jYl K-Yh1ARK A.UVIN..h! 6i7E5 -.. .' N'NC VN" -FAV 11 "; IC- 90 DUROVFTFR -- #&1" SCR ?N S ANLL55 J -LEL AN! S - -r. F - -ING 3tfC.K R11F9; R LR_ hr NE JEAU,NT -_ CA tAI_ ASSEMBLY K:YMAkK A_UVIN.M 343- •. M 'I.1M RA.I ASSINF. K- Yh9Al'i . A [N IN Al -;OE'• 'r. 'AI i iAl. ASifh! =11 Y K- iMARK A UVIN -h! CC. �IVSJ iAR - CNSINGER Tr ATlIF3h4 55.,r g/' 6" - 1 /4" 09U' SEhJiiYGLAS 3Y DUPCNT .14" HS i EXTERIOR 16 1 l� / INTERIOR GLAZING DETAIL A 7 EXTERIOR 3� INTERIOR q VERTICAL SECTION 7,' STANDARD/STANDARD RAILS FOR APPROVED RAIL COMBINATIONS SEE SHEET 7 f 3/.6.. H�, -:h- .OaC" ;3[N-= YC_A`_: H'. 7UP'; \T 31'.6° HS AL VI!V'JM - t INTERIOR 'PA, LR ,,�;1LN EXTERIOR ! _. ra ' GLAZING DETAIL B ._V S CIS a I: _VIA L Lt NLW IL rl!v'' 3 ADD[ IT:7'.- TI,2AL 4,A!'_ C�i /31/14 T / i INTERIOR EXTERIOR I.8 "HORIZONTAL CROSS SECTION 7- _ q MDVEU R_ I .,s0 S-NTYGLAS G' M IONT 3/16" T, -Mp 6., 1.{c Al IJMIN.JV I _ SPACL`t 3Y_'�V 31T- 5 \�� EXTERIOR 'x INTERIOR GLAZING DETAIL C SIGNED: 05/31/14 -;00 AMSTERDAM DRIVE WinDoor ORL:ANINY. 1a. INCC)RY()R,\TED I 9020 PICTURE WINDOW LARGE MISSILE IMPACT G.O.M. AND CROSS SECTIONS 7RAAN DA'G N', V.L. 08 -01626 ;car NTS P" 06/11/2012 ' "7 OF 12 lRl I l t1o,,�i �AVP' F NAL g/' 6" - 1 /4" 09U' SEhJiiYGLAS 3Y DUPCNT .14" HS i EXTERIOR 16 1 l� / INTERIOR GLAZING DETAIL A 7 EXTERIOR 3� INTERIOR q VERTICAL SECTION 7,' STANDARD/STANDARD RAILS FOR APPROVED RAIL COMBINATIONS SEE SHEET 7 f 3/.6.. H�, -:h- .OaC" ;3[N-= YC_A`_: H'. 7UP'; \T 31'.6° HS AL VI!V'JM - t INTERIOR 'PA, LR ,,�;1LN EXTERIOR ! _. ra ' GLAZING DETAIL B ._V S CIS a I: _VIA L Lt NLW IL rl!v'' 3 ADD[ IT:7'.- TI,2AL 4,A!'_ C�i /31/14 T / i INTERIOR EXTERIOR I.8 "HORIZONTAL CROSS SECTION 7- _ q MDVEU R_ I .,s0 S-NTYGLAS G' M IONT 3/16" T, -Mp 6., 1.{c Al IJMIN.JV I _ SPACL`t 3Y_'�V 31T- 5 \�� EXTERIOR 'x INTERIOR GLAZING DETAIL C SIGNED: 05/31/14 -;00 AMSTERDAM DRIVE WinDoor ORL:ANINY. 1a. INCC)RY()R,\TED I 9020 PICTURE WINDOW LARGE MISSILE IMPACT G.O.M. AND CROSS SECTIONS 7RAAN DA'G N', V.L. 08 -01626 ;car NTS P" 06/11/2012 ' "7 OF 12 lRl I l t1o,,�i �AVP' F NAL -;00 AMSTERDAM DRIVE WinDoor ORL:ANINY. 1a. INCC)RY()R,\TED I 9020 PICTURE WINDOW LARGE MISSILE IMPACT G.O.M. AND CROSS SECTIONS 7RAAN DA'G N', V.L. 08 -01626 ;car NTS P" 06/11/2012 ' "7 OF 12 lRl I l t1o,,�i �AVP' F NAL - 17 EXTERIOR INTERIOR 'rrll fi iLb z� A'dm CA/TALL RAILS r CTERIOR INTERIOR STANDARD /CA RAILS EXTERIOR INTERIOR Tan CA/CA RAILS EXTERIOR ` INTERIOR 1 R STANDARD /MEDIUM RAILS "" EXTERIOR INTERIOR CA/MEDIUM RAILS 9 EXTERIOR INTERIOR C_ 1 ILJ ". MEDIUM/MEDIUM RAILS APPROVED RAIL COMBINATIONS FOR OTHER ITEMS SEE VERTICAL CROSS SECTION SHEET 6 EXTERIOR INTERIOR A-11L STANDARD/TALL RAILS R'v c clis REV A —ROVID A R`VIS'L Gi VLW L-I!1. 2 /LZ!IS H_ 3 ADDED A< i iT__T <AL 51 A,,'_� ; /3i /14 R_ r � 15 EXTERIOR INTERIOR � I MEDIUM/TALL RAILS I EXTERIOR INTERIOR TALL/TALL RAILS SIGNED: 05131114 DRIVE WinDoor ORILA.\ DO,F,, INCORPORATED E RS i tP = * 9020 PICTURE WINDOW LARGE MISSILE IMPACT - ` APPROVED RAIL COMBINATIONS `�0 , TAT OF %�'�FS'QCORI9Q: DRAWN DA"; N:1 V.L. 08-01626 F NTS 06/11/2012 8 OF 12 EXTERIOR INTERIOR F"' _. A'- - 12';vt i) -- - _.E�L�I1' 1.4 .. Vnit. - - -- .... r. 9 VERTICAL CROSS SECTION i WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L!E'n_ --) �J 3Y on1 <s 'PCVE 1 Lnrr s, N y 7 /g" M \ EO'CE ]IS -n \CE WJJ� "= �VdIN; B\ JAMB INSTALLATION DETAIL [)Vp A=uaavlD A K-VISEU 'E� VLV IE'`I 1, 12122: 15 l r\'Qrr;�l�rai 3 ADJEJ A,?--I I I + FL K y 1/4" MPA. TAT r INTERIOR 1 /a" Mt A. ''oF.S MIA /1 I 08 —01626 8 .1 NAI,ti�� F A r NTS 06/11/2012 9 OF 12 R -ti EXTERIOR INTERIOR F"' _. A'- - 12';vt i) -- - _.E�L�I1' 1.4 .. Vnit. - - -- .... r. 9 VERTICAL CROSS SECTION i WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L!E'n_ --) �J 3Y on1 <s 'PCVE 1 Lnrr s, N J c_ L r r'= P.lc SCRCWS 12 SNS C Hy q" Hi RS I!I LIP II. \C EXTERIOR INTERIOR �=v5 orals �tP_ -1J '+w B\ JAMB INSTALLATION DETAIL [)Vp A=uaavlD A K-VISEU 'E� VLV IE'`I 1, 12122: 15 E L 3 ADJEJ A,?--I I - -_.. i._4AL Sr -AP_S ='`_/31,'14 FL V tC = *' 0 1 *� y 1/4" MPA. TAT r INTERIOR J c_ L r r'= P.lc SCRCWS 12 SNS C Hy q" Hi RS I!I LIP II. \C EXTERIOR INTERIOR U F EXTERIOR ct: /,N- /f ' JAMB INSTALLATION DETAIL �9,/ METAL STRUCTURE INSTALLATION 1 " /h" M ".. _ 1 4 MA, . LM_L0N /LP.' M S'AC_ INTERIOR O,'I_M1C" r 1 1 2 WOOD AC,CD FiA \l N3 J 1> >x H.,CK EXTERIOR_ 9 METAL STRUCTURE INSTALLATION i I �tP_ -1J B\ JAMB INSTALLATION DETAIL 9 / WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 05131114 WinDoor Ff.3 L /O7A//// i CR W lNC<1RP()1L\T'Hn r,.: a�narMr; vvnv.wndx.nnc.a,m ` �,•••�G EMS / V tC = *' 0 1 *� INSTAL MISSILE IMPACT INSTALLATION DETAILS TAT Of �r agrin 1 /a" Mt A. ''oF.S MIA /1 �A 08 —01626 8 .1 NAI,ti�� F A r NTS 06/11/2012 9 OF 12 3Y QIHLkS VERTICAL CROSS SECTION U F EXTERIOR ct: /,N- /f ' JAMB INSTALLATION DETAIL �9,/ METAL STRUCTURE INSTALLATION 1 " /h" M ".. _ 1 4 MA, . LM_L0N /LP.' M S'AC_ INTERIOR O,'I_M1C" r 1 1 2 WOOD AC,CD FiA \l N3 J 1> >x H.,CK EXTERIOR_ 9 METAL STRUCTURE INSTALLATION �tP_ -1J B\ JAMB INSTALLATION DETAIL 9 / WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 05131114 WinDoor Ff.3 L /O7A//// NDRJh'F. OORLANDO `\\\`�l1iP, lNC<1RP()1L\T'Hn r,.: a�narMr; vvnv.wndx.nnc.a,m ` �,•••�G EMS 9020 PICTURE WINDOW V tC = *' 0 1 *� INSTAL MISSILE IMPACT INSTALLATION DETAILS TAT Of �r agrin one ''oF.S MIA /1 �A 08 —01626 8 .1 NAI,ti�� F A r NTS 06/11/2012 9 OF 12 HIE-S -tL :FF f1.. M'N. -_,GE DI -nNCE i 51-11 .Pa�= EXTERIOR INTERIOR /4" -)"P--C\ 4Fz Rr)JLD �i, A, �J� =En /Wl - I _ H_�S `\`\\`s J '9 ��G 1: (U �. F - N �'T 5 \AI. I . f3LC4 VAX. ` S -'ACL NC LS S -I -,HIM 01 JL nL(1c -, . z �� • r 1 •-- - 114" MAX. -- S INTERIOR Z0111 :LE 1 08- 01-626 B / '�ONA1110 \NNE -:n I NTS 06/11/2012 10 OF 12 fill i' -HL,5 - a a LNJ_0I /J, J 1/2' rpu D -I AI,C_ i VERTICAL CROSS SECTION 1O ' CONCRETE/MASONRY INSTALLATION n�. VISIONS 1:L \'I�LI; -'L� VLJI ILSI N'. AI2jL-` ARC[ I'- _CI.RAL SI-API _ 1/4" VIN. .� SIGNED: 05131114 LYp= JCILNI �J� C0Nr'R= T= /M ?57V:Y -� _ H_�S `\`\\`s J '9 ��G 1: (U �. F - N �'T 5 \AI. I . f3LC4 VAX. ` S -'ACL NC LS S -I -,HIM H -F- 1 ' I INTERIOR Z0111 V.L. 08- 01-626 B / '�ONA1110 \NNE -:n I NTS 06/11/2012 10 OF 12 fill J 1/2' rpu D -I AI,C_ i EXTERIOR -- A—R -'VFD B \ JAMB INSTALLATION DETAIL ,10) CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 LA k A �NOV=D 1 ,19 FL. -- !S I -I -- SIGNED: 05131114 WinDoor �J� ORLANIN 7.1132 ;;RIVE: INCORP<1R.VI'ED I...... - L.�,.. -. `\`\\`s J '9 ��G 1: (U �. F - 9020 PICTURE WINDOW ' *• 0, 61251 LARGE MISSILE IMPACT INSTALLATION DETAILS TAT OF Z0111 V.L. 08- 01-626 B / '�ONA1110 \NNE -:n I NTS 06/11/2012 10 OF 12 fill 3 Sj iC — 1/4 I it it I I i it Ir i FRAME i FRAME 1 ALUMINUM 6063- T6.080' THICK ALUMINUM 6063- T6.080' THICK MULL ASSEMBLY ALUMINUM 6063- T6.080" THICK REINFORCEMENT SCREW COVER ,'.REINFORCEMENT ALUMINUM 6005-T61.080" THICK ALUMINUM 6063- T6.050-THICK ALUMINUM 6005 -T61 .100' THICK IL., FLUSH ADAPTOR 5 9/16" GLASS STOP y� 1 " GLASS STOP ' ALUMINUM 6063- T6.065' THICK .063 - THICK .063' THICK I _ F�� t INSULBAR 1 3/8" GLASS $TOP TECA THERM66GF.075 - THICK I 't .063' THICK - - CA RAIL ALUMINUM 6063- T6.100' THICK 5� i I I <! I \ ° I MIDDLE RAIL ALUMINUM 6063- T6.080" THICK l i f tUti l N- rf_ L�J _1 TALL RAIL ALUMINUM 6063- T6.100' THICK 751p1 AMSTERDAM DRIVE WinDoor oRIANI)U,FI,32832 INCORPORA'I'EI7 ,..- ��o u.wind�wnncmm 9020 PICTURE WINDOW LARGE MISSILE IMPACT COMPONENTS V.L. 08 -01626 B cCAF NTS �A -' 06/11/2012 ` "11 OF 12 SIGNED: 05131114 V, 1 I lL 09 TAT OF �i'PC�` ��0R1O -•�� =.-c tiiC,rls V IA P F_VhLL 'L-t NEN IL - IN'; _i A0 —,I Pt.:ri -_Cl .,-?AL St A'i� 5� i I I <! I \ ° I MIDDLE RAIL ALUMINUM 6063- T6.080" THICK l i f tUti l N- rf_ L�J _1 TALL RAIL ALUMINUM 6063- T6.100' THICK 751p1 AMSTERDAM DRIVE WinDoor oRIANI)U,FI,32832 INCORPORA'I'EI7 ,..- ��o u.wind�wnncmm 9020 PICTURE WINDOW LARGE MISSILE IMPACT COMPONENTS V.L. 08 -01626 B cCAF NTS �A -' 06/11/2012 ` "11 OF 12 SIGNED: 05131114 V, 1 I lL 09 TAT OF �i'PC�` ��0R1O -•�� C1 HORIZONTAL INTEGRAL MULLION a 'n EVS10N5 DA -E 4N= NOV-fr p ftcVl_LC 'L� Vt. Nr..16�i � ; 12/22/ 13 K L 3 ALI JL � P!1 _.r ^I „tAL 9 AP-5 -` /31; 14 R1 X 41 /R� 1 D VERTICAL INTEGRAL MULLION 12.' -- SIGNED: 05131114 WinDoor OR;.SND // ,FL3�.N�DR,VF: \\\,\5,,19111L0 iNCURY<)R.A'1'ED a r..: urax��;;wur w�v-.uinA�nnc.n m� `�� J `��,. �.�CENSF ,J+% 9020 PICTURE WINDOW = * 0 LARGE MISSILE IMPACT MULLION INSTALLATION DETAILS � q` �3AaiN C >AC n�. a_v ii�'oFS f ZORIOP G�,\�� V.L. 08-01626 9 a�N`\ -:A'h NTS 06/11/2012 12 OF 12 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434 -688 -0609 rilomas a Irlomaspe.com Manufacturer: Windoor, Inc. 7500 Amsterdam Drive Orlando, FL 32832 Product Line: 9020 Picture Window — Large Missile Impact Engineering Evaluation Report Report No.: 512291B Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20 -3.005 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08- 01626, Revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: NCTL 210 - 3774 -1 signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202 -94 Uniform Static Air Pressure: Design pressure: ±90psf, ±100psf and +100 /- 120psf Water penetration resistance: 30.Opsf TAS 203 -94 Cyclic Pressure loading: +110.0/- 135.Opsf and ±150.0psf design pressure. 3. Test report No.: NCTL 210 - 3774 -1A signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando, FL AAMAMDMA/CSA 101/I.S.2/A440 -08 Design pressure: ±90psf, t100psf and +100 /- 120psf Water penetration resistance: 30.Opsf ASTM El 886-05 and ASTM El 996-06 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test: +110.0 /- 135.Opsf and t150.Opsf design pressure 4. Test report No.: NCTL 210 - 3774 -2 signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202 -94 Uniform Static Air Pressure: Design pressure: ±110psf Water penetration resistance: 16.5psf TAS 203 -94 Cyclic Pressure loading: +110.0/- 135.Opsf and +110/- 150.Opsf design pressure. 5. Test report No.: NCTL 210 - 3774 -2A signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando, FL AAMANUDMA/CSA 101/I.S.2/A440 -08 Design pressure: t11 Opsf Water penetration resistance: 30.Opsf ASTM E1886 -05 and ASTM El 996-06 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test: +110.0/- 135.Opsf and +110/- 150.Opsf design pressure 6. Test report No.: NCTL 210 - 3774 -3 signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202 -94 Uniform Static Air Pressure: Design pressure: t85psf Water penetration resistance: 15.Opsf TAS 203 -94 Cyclic Pressure loading: +110.0/- 125.Opsf design pressure. 7. Test report No.: NCTL 210 - 3774 -3A signed and sealed by Gerard J. Ferrara, P.E. �� R • �. d /� National Certified Testing Laboratories, Orlando, FL ��\�\S\G E N 9 ;y,9(p AAMA/WDMA/CSA 101/I.S.2/A440 -08 �V ol Design pressure: ±85psf Water penetration resistance: 15.0psf • ASTM E1886 -05 and ASTM El 996-06 *4-TAT. Or 61 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test: +110.0/- 125.Opsf design pressure %� O F 1 of 2 • <t/ /��ONAL,E \��`� Luis R. Lomas, P.E. FL No.: 62514 06/04/2014 L. Roberto Lomas P.E. Engineering Evaluation Report 233 W. Main St. Danville, VA 24541 Report No.: 512291B 434 - 688 -0609 rllomas @lrlomaspe.com 8. I -Strut Testing: a. Test report ETC -07- 1043 - 19094.0, signed and sealed by Joseph Labora Doldan P.E. ETC Laboratories, Rochester, NY, ASTM D 638 -03 Tensile strength of unexposed samples 10,390psi Tensile strength of 4500 hour Xenon Arc exposed samples 11,004psi b. Test report ETC -08- 1043 - 20974.0 signed and sealed by Joseph Labora Doldan P.E. ETC Laboratories, Rochester, NY, ASTM D 1929 -96 Self ignition 740oF C. Test report ATI 61261.01- 106 -18 signed and sealed by Joseph Reed P.E. Architectural Testing Inc. York, PA ASTM D635 -03 Rate of burning classification: CC1 (23.9mm /min, .94in /min) ASTM D2843 -99 Smoke density rating: 2.1 9. Anchor calculations and comparative analysis, report number 512291 -1A and -2A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: See approval document • Maximum unit size: See approval document • Units must be glazed per ASTM E 1300 -04, see installation instructions for glass options. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be Aluminum 6063 -T6. Installation: Units must be installed in accordance with approval document, 08- 01626, Revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 2of2 �-N ••'••� �i �, • •��C E IV s� 9cS� /�% *' • 0'� S 1 rr = TAT 0 F Luis R. Lomas, P.E. FL No.: 62514 06/04/2014 MIAM IDADE MIAMI -DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidode. og_xibailding E.I. DuPont De Nemours & Co., Inc. DuPont P &IP Chestnut Run Plaza, 712/161, P.O. Box 80712 Wilmington, DE 19880 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: DuPont SentryGlas® Interlayer APPROVAL DOCUMENT: Drawing No. 10- 0413.04, titled "DuPont SentryGlas® Interlayer", sheet 1 of 1, dated 04/13/11, prepared by E.I. DuPont De Nemours & Co., Inc., signed and scaled by Allan A. Kozieh, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with: "MDCA - SentryGlas& ", standing for "Miami -Dade County Approved — SentryGlasW', and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the SentryGlase interlayer. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 10- 0413.04 and consists of this page, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 11- 0624.02 Expiration Date: January 14, 2017 Approval Date: August 25, 2011 ?Oil Page I E.I. DuPont De Nemours & Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWING 1. Drawing No. 10- 0413.04, titled "DuPont SentryGlas® Interlayer ", sheet 1, of 1, dated 04/13/11, prepared by E.I. DuPont De Nemours & Co., Inc., signed and sealed by Allan A. Kozich, P.E. B. TEST REPORTS F. STATEMENTS 1. Statement letter of code conformance to 2007 1~BC and no financial interest issued by Allan A. Kozich & Associates, dated 08/09/11, signed and sealed by Allan A. Kozich, P.E. 2. Laboratory 2007 F.B.0 compliance letter issued by Architectural Testing, Inc., dated 02/22/10, signed and sealed by Joseph A. Reed, P.E. "Submitted under NOA # 10- 0413.04" 3. Approved listing of SentryGlas® Plus laminators dated November 30, 2005, signed by Jeffrey D. Granato. "Submitted under NOA # 06- 1205.10" rNe" Carlos M. Utrera, P.E. Product Control Examiner NOA No 11- 0624.02 Expiration Date: January 14, 2017 Approval Date: August 25, 2011 E -1 Laboratory Reuort Test Date Signature 1. 96177.02 - 106 -18 ASTM D 635 02/22/10 Joseph A. Reed, P.E. 2. 96177.02 - 106 -18 ASTM D1929 02/22/10 Joseph A. Reed, P.E. 3. 96177.02 - 106.49 ASTM DZ843 02/22/10 Joseph A. Reed; P:E. "Submitted under NOA # 10- 0413.04" 1. 3136116SAT -001 ASTM D 635 10/25/07 Chris Bowness, P.E. 2. 3111755SAT -002 ASTM D1929 01/02/07 Chris Bowness, P.E. 3. 3111755SAT -001 ASTM E 84 12/19/06 Chris Bowness, P.E. 4. PRI06246 ASTM G 26 06/26/07 Due T. Nguyen, P.E. 5. PR106246 ASTM D 790 06/26/07 Due T. Nguyen, P.E. "Submitted under NOA # 07- 1116.04" ' C. CALCULATIONS- 1. None D. MATERIAL CERTIFICATIONS 1. None. E. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC) F. STATEMENTS 1. Statement letter of code conformance to 2007 1~BC and no financial interest issued by Allan A. Kozich & Associates, dated 08/09/11, signed and sealed by Allan A. Kozich, P.E. 2. Laboratory 2007 F.B.0 compliance letter issued by Architectural Testing, Inc., dated 02/22/10, signed and sealed by Joseph A. Reed, P.E. "Submitted under NOA # 10- 0413.04" 3. Approved listing of SentryGlas® Plus laminators dated November 30, 2005, signed by Jeffrey D. Granato. "Submitted under NOA # 06- 1205.10" rNe" Carlos M. Utrera, P.E. Product Control Examiner NOA No 11- 0624.02 Expiration Date: January 14, 2017 Approval Date: August 25, 2011 E -1 DUPONT SENTRYGLASO INTERLAYER A B C SECTION PRODUCT DESCRIPTION MANUFACTURED BY: E.I. DUPONT DE NEMOURS & CO., INC. DESCRIPTION: A PLASTIC INTERLAYER MATERIAL WHICH IS FACTORY LAMINATED TO A MINIMUM OF TWO PIECES OF GLASS. A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS: (MINIMUM THICKNESS INDICATED. MULTIPLE PLIES OF INTERLAYER TO BE USED AS NECESSARY). A - 1/8" (3.0 mm) Annealed Glass _B - 0.030" (0.76 mm) DuPont SentryGlas® Interlayer C - 1/8" (3.0 mm) Annealed Glass MATERIAL CHARACTERISTICS SentryGlas® Interlayer Designation Test Properties Flame Spread Index ASTM E84 35 Smoke Developed Index ASTM E84 250 Flash Ignition Temperature [11 ASTM D1929 788 F Flash Ignition Temperature 121 ASTM D1929 752 F Self Ignition Temperature [11 ASTM D1929 806 F Self Ignition Temperature [21 ASTM D1929 770 F Average Extent of Burning 1 ASTM D635 0 cm /mina Class C1 Average Extent of Burning 2 ASTM D635 0 cm /mina Class CC1 Average Modulus of Rupture JASTM D790 Weather in * *WEATHERING PER SECTION 2612.2 OF THE FLORIDA BUILDING CODE Before After 5,416 DSI 5,366 psi NOTES: [1] 30 mil (0.76mm) thickness DuPont SentryGlasS Interlayer Sample [2] 180 mil (3,3mm) thickness DuPont SentryGlas@ Interlayer Sample [3] DuPont SentryGlas® Interlayer by Itself Does Not Comply With the Florida Building Code THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. ��„8y 8 wI#YY tMR f'MMi411 1123 D� ifrf coia�ui r 4N 22.2011 DuPont SentrvGlasO Interlaver E.I. duPont de Nemours & Co., Inc. DuPont P &IP - GLS Chestnut Run Plaza Bldg 712/161 P. O. Box 80712 W_ il�ngton DE 19880 -0712 Phone: 302 - 999 -2125 Dwg. 10- 0413.04 rev 1. Sheet 1of 1 Drawing Date: 04/13/11 Allan A. Kozich, PE Registration # 16864 COO. Ci ty Cape of Canaveral Community & Economic Development PLAN REVIEW CORRECTION SHEET per 17, 2014 ovation Project Address: 7910 Aurora Ct. Applicant Name: Charlie Boyd Phone Number. 431 -8100 Fax: The following items were noted on your submittal as areas requiring correction and/or clarification. Please address each comment by its corresponding number. You may fax replies to (321) 868 -1247. if you have any questions about this plan review please call (321) 868 -1222 and ask to speak with the plans examiner. Please amend all copies of the previous submittal to reflect any necessary revisions and re- submit to the building department. This re- submittal will be reviewed by the plans examiner and will result in either a permit or an additional plan review comment sheet. Your application mill remain on file for six months from the date of submittal. Please provide the following additional information: I. Provide second set Engineer sealed drawings. One sealed set was submitted with two Peet 11" . 21"t 2. Clarify roofing product. The drawings and the Cape Canaveral data sheet conflict. 7 j,°cs 6904 c1*0,0 4, ro./f, Provide Florida Product Approval or Miami Dade NOA for roof rood product. goo F T lk )PRodae-t+w.� a. Note: a ' Dade NOA was submitted for � f,W LJa�-.P 6/03. Clarify electrical service load demand and main breaker size. Plans indicate a demand ®`r fp1 "Il/+r load of 155 Amperes and that a 200 Ampere service will be installed. Additional data submitted with package from electrician indicates lower demand loads and smaller size. Provide clarification is sed, Copy S v A Provide proper Florida Energy Efficiency Data with Pass rating. a Note- Submitted Energy Efficiency Data is for a Cedar St. house in Cocoa. dego !r0 ,r-,,7 'e,vo, i %_ianryirrovicte survey to maich propo wor an plans. Survey indicates a larger footprint for this structure. Demolition details do not address the footprint mismatch. 110 Polk Avenue — P.O. Box 326 — Cape Canaveral, FL 32920 -0326 Telephone (321) 868 -1222 — Fax (321) 868 -1247 www.cityofcWecanaveral.org e-mail: info @cityofcVccanaveral.ora LEGAL DESCRIPTION: LOT 13, BLOCK 24, AVON —BY— THE —SEA, PER PLAT THEREOF, RECORDED IN PLAT BOOK 3, PAGE 7 OF THE PUBLIC RECORDS OF BREVARD COUNTY FLORIDA. �TLq�r,c ` \ \ 0CEA N LOT 12 BLOCK 24 Drawn by: SEK Scale: 1 " = 30' Date: 9/4/14 FB /PG 02/40 Project # 140123 DATE b O O C �LN Ow IN �, �� ! ice' GRAPHIC SCALE 0 15 0 30 ( IN FEET ) 1 inch = 30 ft. LEGEND: 0 Found Iron Rod & Cap No Identification D Found 4 "x4" Concrete. Monument No Identification Power Pole ® Well P. U. D. E. Public Utility and Drainage Easement Denotes concrete SURVEY NOTES 1. THE INTENDED PURPOSE OF THIS SURVEY IS FOR BOUNDARY INFORMATION AND IMPROVEMENTS ONLY, AS SHOWN HEREON. LOT 14 2. THE UNDERSIGNED SURVEYOR HAS NOT BEEN PROVIDED A BLOCK 24 CURRENT TITLE OPINION OR ABSTRACT OF MATTERS AFFECTING TITLE OR BOUNDARY To THE SUBJECT PROPERTY. IT IS POSSIBLE THAT THERE ARE DOCUMENTS OF RECORD, UNRECORDED DEEDS, EASEMENTS OR OTHER INSTRUMENTS THAT COULD AFFECT THE BOUNDARIES TO THE SUBJECT PROPERTY. 3. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. 4. THIS SURVEY MEETS OR EXCEEDS THE MINIMAL HORIZONTAL CONTROL ACCURACY OF 1 :7500 FOR A SUBURBAN SURVEY. 5. MEASUREMENTS SHOWN HErrECN ARE EXPRESSED IN FEET AND DECIMAL PARTS THEREOF. 6. DIMENSIONS TAKEN ARE AT THE EXPOSED AREAS OF IMPROVEMENTS. UNDERGROUND FOOTERS, FOUNDATIONS, UTILITIES OR OTHER SUBSURFACE STRUCTURES ARE NOT LOCATED FOR THE PURPOSE OF THIS SURVEY. 7. BEARINGS ARE REFERENCED TO THE NORTH RIGHT OF WAY LINE OF THE SUBJECT PROPERTY AS BEING EAST. 8. GAGE INDUSTRIES, INC.. RESERVES THE RIGHT TO UTILIZE ANY AND ALL INFORMATION OBTAINED IN THE PREPARATION OF THIS SURVEY INCLUDING THIS MAP OF LAND SURVEY, FOR ANY OTHER PURPOSES. 9. THIS SURVEY MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE PERMISSION OF GAGE INDUSTRIES, INC. 10. THIS DRAWING IS NOT VALID UNLESS BEARING AN ORIGINAL SIGNATURE AND EMBOSSED LAND SURVEYOR'S SEAL. 11. SUBJECT PROPERTY LIES WITHIN FLOOD ZONES 'AE' & AO' AS PER FIRM MAP NUMBER 12009CO363G, DATED 03/17/2014. THIS LOCATION IS BASED UPON MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. FINAL LOCATION AND FLOOD DETERMINATION REST SAID AGENCY. THIS SURVEYOR ASSUMES NO RESPONSIBILITY FOR SAID LOCATION AND DETERMINATION. qna8e dustries, Inc. urveying Division 965 ArabeRa Lane, Cocos, Florida 32927 ffiee 321 -20 -4999 Mobile 321 - 684 -00, gi-- ying(putLcanl Licensed %miew No 85cr BOUNDARY SURVEY ICertified to: CARMEN ANDERSON I ISLAND TIT LE & ESCROW AGENCY, INC. ALLIANT NATIONAL TITLE INSURANCE COMPANY BB &T HOME MORTGAGE I hereby certify that the survey shown hereon is true and correct based on actual measurements taken in the field. This survey meets Standards of Practice as set forth by the Florida Board of Professional Land Surveyors in Chapter 2014 -147. Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. REVISIONS UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP !S FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. Roger D. Kiser Professional Surveyor & Mapper No. 6104 State of Florida r I 1 /Vb /YU 14 L: I Irm PAA JL IbJyVb It$ MAIALlt UtURtK 38183/2= Wao 3n7=L I MMLL . E "�RCY RFO 16N �.F EL MA; DISPLAY CARD rEsn!tlt ENERGY PER RAAANCE INDEX* It ! Tto r�PWf�naW W mom th hW& f i#, Fly, • 42 l4m.kb R warAm a• e6cdtidh.Beetppietii t t A. ref CtWA d WA • a �s�s.w�o��.�r 1 • �r .:..i � �aa"�. `•4 ' Uil�pers �l n /fie IL K% K% MAW m b. 11 OHM Rl a fo GRM Clow ?,.000 3 OO�do Grp a /m ti Ftot�erdde0ttms R4J 700.QOM tr, M2 fp a N0; �ieeo l�N�o {�VVUb /VVVb i PAGE s$ i i ! i = t. • oA Arts �' MA; ins i IF f 42 l4m.kb R 0 1 amom we - i m i j co i I OWN P kr_ _ ?AtAI I 6 I x �?i Ly i-o. 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Ibrlq I'AA JC IbJ27Vb 17 RAIALlt UtUNLK s y• + 18 /W2888 23:19 32'!.72533 � u:. MERRILL FO M 4W10 MOPJDA ENERGY E BEN" CODE FOR BULDINO Blonde Deps� vmt of ® 1' A - ROWORN ProjPARM AMUMMML vhwftm omwwmcm ftm OWAR STOMP pomomm coo" omm M logo Ofto FI..NNAQUW— i to luu I /uuub t ' PAGE 0 /86 E ' i N91gbp p�d� p�11s irnd �� by PRIMAlft or. DAM Ito F%ft wmw 99ft RhAt3�iT; DATR • COWftM FSqdM MMOBOW CO 0 t?tOW4AkVwdor Ialm4lO pu �w Pawl goes 0 E ' aD'ry�es o um , ft Area I. � f oefN I WWL�{ W"Baft i �K' a. iW ber0lt ,i�au to �. � 4. D o'efBEE*a= 9 t Ito 0 IwA e, ba+r�a++leaes4 10 �"! A� 8. oon!wioired �errse IEetleal>! �Bdei'�i X20.0 =or Np► f� M cte Ohed�� b ygds{� 0 WA f 14 T =A B�.I D�11D Atop AtOm .2sp:RtC1,�1iftoMeo7.MfiR 8 IL U.%ft ClbLkbm OHM elmfp 9"004A b. ~ R 4 1 4m**. 7ii.4 BEot8A0 as 10 � 'Oiolb�iPte;IP s the 4 TWA ff+ ; 47.0 IiBPFli.70 j 2.,D00 R VhW Avmp W=i OAN 1A Notwom witom, Ro NP amuft ft�A.O MA IF YFs oA6o . Oano�Afeo1m II fF Notre R* 1 IN � TO Q148 d,.MOddL X68 PAW T RdK9m • 22M i N91gbp p�d� p�11s irnd �� by PRIMAlft or. DAM Ito F%ft wmw 99ft RhAt3�iT; DATR • COWftM FSqdM MMOBOW CO 0 t?tOW4AkVwdor Ialm4lO pu �w Pawl goes 0 ppp� Truss Fabricator: Job Identification: Truss Count: Model Code: Truss Criteria: Engineering Software: Structural Engineer of Record: Address: Minimum Design Loads: Alpine, an TTW Company 2410 Lake Orange Drive suite 150 Orlando FL 32837 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL1999 Page 1 of 1 Document ID:IVBN761 20120092648 8 (p 3 -4zz - %'P 5' Central Florida Truss Dwo F1615- /CHARLES BOYD / /ANDERSON JOB -- 7910 AURORA CT Cape 16 Florida Building Code 2010 FBC201ORes /TPI- 2007(STO) Alpine Software,Version 13.01. The identity of the structural FOR did not exist as of the seal date per section 61G15-31.003(5a) of the FAC Roof - 45.0 PSF @ 1.25 Duration Floor - 65.0 PSF Q 1.00 Duration Wind - 150 MPH ASCE 7 -10 - Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer /engineer of record, as defined in ANSI /TPI 1 2. The drawing date shown on this index sheet must match the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing number is preceded by: NCUSR761 Details: STRBRIBR- DEFLCAMB- CNSY42PL-LSCSYX2A- 1 U20R014 Walter P. Finn -Truss Design Engineer- 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Ref Descriptioq Drawing# „ Date 1 57954 - -FT1 14324007 11/20/14 2 57955--FT2 14324004 11/20/14 3 57956--FT3 14324008 11/20/14 4 57951 - -FT4 14324006 11/20/14 5 57958- -T1 14324011 11/20/14 6 57959 - -T2 14324009 11/20/14 7 57960 --T3 14324010 11/20/14 8 57961- -T4 14324001 11/20/14 9 57962 - -J1 14324003 11/20/14 10 57963 --KJ1 14324005 11/20/14 11 57964- -CJ1 14324014 11/20/14 12 57965--CJ2 14324013 11/20/14 13 57966 --CJ3 14324012 11/20/14 14 57967 - -CJ4 14324002 11/20/14 15 57968 --CJ5 14324016 11/20/14 _16 57969 - -CJ6 14324015 11/20/14 1 U20R014 Walter P. Finn -Truss Design Engineer- 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 THIS DHG PREPARED FROM COMPUTER INPUT (LOADS & OIMENSIONS).SUBMITTED BY TRUSS MFR, ( F1675- /CHARLES BOYD / /ANDERSON JOB -- 7910 AURORA CT Cape Canaveral, FL FT1 ). Top chord 4x2 SP #2.138 Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT -12% O% 5 0 13.01.0 3 QTY: FL - 1 R Scale Bot chord 4x2 SP #2-13B ••WIRYFUMSH THIS RA p01LWt ALL rur[s ON S I LUD IB61 . �/y "i!@mTAiTef pSRrISN THIS ptIM 01 ALL W1IpAtT�S S 1111 I THE INSTALLERS. /. Tresses requtre extreme tare In fabricating. o nt handling, shlpplan metalling and bracing. Peter to and to a� �.�CE F�.� he latest edition qi SCSI IBni lding Component Safety ty information, by 7P1 and tdTCA) for safety practices o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherr op chord shall have properly attached structural sheathing and bottom chord shell have a properly attar �lO�el2ph� rigid telling. Locations shown for permanent lateral restrefnt of webs shall nave bracing installed per 5a 1� f W� actions B3, B7 or BID. as applicable. Apply plates to each face of truss end position as an— above be Joint Details. unless noted otherwise. Refer to drawings ISO for ataaaard plate positions. ? * Alpf me, a division of ITw Bulldldg Combone.Is Group tat. shall mt be rasoo -lble for any deviation fr h A q� t awing. any failure to bails the tress in conformance with At4[ /TPl I, or for handling, snipping. ,t,Q Installation a bracing of t ...a.. TC LL 40. 0 PSF TC D L 20.0 PSF BC DL 5.0 PSF B C L L 0.0 PSF TOT L D 6 5.0 PSF Webs 4x2 SP #2 -13B - - - -`"� DR W HCUSR 7 61 14324007 H C - E NG K D / WP F Lumber grades designated with a13B' use design values approved 1/30/2013 by ALSC DUR. FAC. 1.00 Special loads SPACING 2 4 . D w J REF - i U B N 7 6 1 Z D 1 _ ------ Lumber Dur.Fac. =1.25 / Plate Dur.Fac. =1.25) TC- rom 340 plf at 0.00 to 340 plf at 19.71 BC- From 5 plf at 0.00 to 5 plf at 19.71 SPECIAL LOADS --(LUMBER DUR.FAC. =1.00 / PLATE DUR.FAC. =1.00) TC From 249 PLF at 0.13 to 249 PLF at 19.83 BC From 5 PLF at 0.13 to 5 PLF at 19.83 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. eflection meets L/480 live and L/360 total load. Creep increase actor for dew must be installed as shown with top chord up. Wall girder loa russ 3X3 - 1.5X4 NI 1.5X4 10 1.5X4 g 1.5X4 W 1.5X4 81 1.5X4 10 1X4(R) im 1X4(R) 1.5X4 d 1.5X4 M 1.5X4 In 1.5X4 N 1.5X4 UI 1.5X4 10 1.5X4 M 3X3 1- -0 1X4(R) >s 3X3 a 3X3 Ea 1X4(R) DAB OAg 19-11 -8 Over Continuous Support R =345 PLF W= 19 -8 -8 2-C-1) 1--0 +9 -0- Note: All Plates Are 1X4 Except As Shown. Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT -12% O% 5 0 13.01.0 3 QTY: FL - 1 R Scale ♦ Q ® O AN ITW Cd N'1 ••WIRYFUMSH THIS RA p01LWt ALL rur[s ON S I LUD IB61 . �/y "i!@mTAiTef pSRrISN THIS ptIM 01 ALL W1IpAtT�S S 1111 I THE INSTALLERS. /. Tresses requtre extreme tare In fabricating. o nt handling, shlpplan metalling and bracing. Peter to and to a� �.�CE F�.� he latest edition qi SCSI IBni lding Component Safety ty information, by 7P1 and tdTCA) for safety practices o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherr op chord shall have properly attached structural sheathing and bottom chord shell have a properly attar �lO�el2ph� rigid telling. Locations shown for permanent lateral restrefnt of webs shall nave bracing installed per 5a 1� f W� actions B3, B7 or BID. as applicable. Apply plates to each face of truss end position as an— above be Joint Details. unless noted otherwise. Refer to drawings ISO for ataaaard plate positions. ? * Alpf me, a division of ITw Bulldldg Combone.Is Group tat. shall mt be rasoo -lble for any deviation fr h A q� t awing. any failure to bails the tress in conformance with At4[ /TPl I, or for handling, snipping. ,t,Q Installation a bracing of t ...a.. TC LL 40. 0 PSF TC D L 20.0 PSF BC DL 5.0 PSF B C L L 0.0 PSF TOT L D 6 5.0 PSF REF R761- - 57954 DATE 11120114 - - - -`"� DR W HCUSR 7 61 14324007 H C - E NG K D / WP F S E 0 N - 514521 2MLabe0m0goDt.3¢>Ai150 @IIG00.FL X837 FLODA402� N \i On this OrMbp Or OOaer ply 11 \tifp isle CfOYts6pp 1t01tttat gdttsDDtatte Of yTgfNtip01 0pqlVifaM WOW" Visibility Solely fair tM .= sham. The astt\b111ty aid \So of tEtf dresAep for am atmere tt !ti`..a .. \ sponatb111ty of son 801101ng IN.IS er Per ANSIMI I Sect. S7�NA� For more Information see this ,lob's general notes page and these web cite$: ALPItS: wn.elpineft -corn: TPt: www.tplast.ovq: yiCA: ww.Sbcindustry.com. ICC: — ic- afe.org . . DUR. FAC. 1.00 FROM GLM SPACING 2 4 . D w J REF - i U B N 7 6 1 Z D 1 _ A ( F1675- /CHARLES BOYD / /ANDERSON JOB •- 7910 AURORA CT Cape Canaveral, FL I F1 Top chord 4x2 SP N-30 Bot chord 4x2 SP M -30 Webs 4x2 SP #2 -13B Lumber grades designat th "138' use design values approved J'" _' - y Tr4 s must be installed as shown ith top chord up. 1- -0 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. + 2x6 continuous strlpgback. See detail STRBRIBR1014 for bracing and bridging recommendat ons. EFL: L 0.19' DL: 0.25°. See detail DEFLCAM81014 for camber recomm ons. Deflection meets L/480 live and L1360 total load. Creep increase factor for dead load is 1.50. 24* -11-12 --� 5" Typ. 5X5 1.5X4 III 3X3 1X4 (R) 4X4 Tm 3X3 Q 3X3 is t—\ 1.5X4 Ip 3X3 im 4X4 Ea 5X5 1X4 1.! O� 1X4(R) 8 2-C-0 1-0 1-0 1. lu 1X4(R) m 19-11 -8 Over 2 Supports R =1281 W =7.25" R =1281 W =7,25" Design Crit: FBC201ORes /TPI- 2007(STD) 31-T TYP. Wave FT RT =12% O% 5 0 13.01.0 3 QTY: 1 FL - 1 R - Scale =.375" Ft. to d �j j�� AN (TIN COMiSiNY HvAarlucce— READ AND FOLLOW ALL wrzs or THIS IigArllf8lTC °°INNWTARA° FMISe THIS OSAYIN G TO ALL CONTRACTORS 111MUDI N) TIX ItSTALURS. CtFA ems Tr noses require extreme care in fabricating, hanciling, ah,pp,nB. tnatatlinp and Dra<inB• Refer to and fo ��V ET he latest edition of BCSt fButlatng Component Safety Information, by TPI and PTCA) for safety practices C yLO performing these functions. Installers shall provide temporary bracing par BCSi. Unless noted other. ` op chord shall have properly attached structural sheathing and bottom chord shall have a properly att.c S rigid ceMae. Locations shorn for permanent lateral restraint of webs shall have bracing installed per Cs No.22838 e ectf oaa BS. 87 or 810. as applicable. Apply plates to each face of truss and position as shown above a y he Jofpt Betafla, nnlesa anted oth -olso. Peter to dra.,l�a 1804-Z for standard plot. positions. i if Alpine, a d ., °, on of IT. tot /dlnB Compoo.a is Group Inc, shall not be responsible for any deviation fr th a 9 t raring. any fail.,* bracing to band tea crass ,n conformance with Aa1I17PI I. or for hendllnp, shipping. fnstallatf on s brat Lpg df trusses. LL C D L BC DL BC LL TOT L D 40.0 PSF 2 0 . 0 P S F 5.0 PSF 0.0 PSF 6 5.0 PSF REF R76157955 DATE 1 1 / 2 0 / 1 4 DRW HCUSR761 iaazaooa HC- ENG SSB /WHK SEAN - 514496 zaaolei�olPbsont,Be IX 011aabEY 32837 FLCDAyp278 tool a thto 01,400 q or gawr owe Ilstty this drwln$ Indicates sces "No of Professtoat a ill"H e.ftsibiliy solely for the dnlgl 1112. ne suitability W use of this draiing for ear strdgtlro t1 • calsibiliy of the epilding designer Per AMITPI 1 See.g. For more loformat,on sea this ,roc's general hates page and these web sites: ALPLPE: — Piping i tw.com: TPI: r Apfast.orgl PTCA: w— .abcindustry.com; ICC: rww.lctsafe.orq . [ 0,.. ..,Ofl°� S�ONA` ` . . DUR. FAC. SPACING 1.00 24,0" FROM GLM JREF 1VBN761_ZO1 ( F1675- /CHARLES BOYD / /ANDERSON JOB -- 7910 AURORA CT Cape Canaveral, FL - Top chord 4x2 SP M-30 Bot chord 4x2 SP M-31 :82 4x2 SP M -30: Webs 4x2 SP #2-13B Lumber grades designated with 1138@ use design values approved 1/30/2013 by ALSC Special loads ----- (Lumber Dur.Fac. =1.00 / Plate Dur.Fac. =1.00) TC- From 120 plf at 0.00 to 120 plf at 19.71 BC- From 10 plf at 0.00 to 10 plf at 19.71 PLT- 3408.44 lb Conc. Load at ( 4.21,10.96) Truss must be installed as shown with top chord up. 11-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, 2 COMP ETE TRUSSES REQUIRED See DWG CVSY42PL1014 or LSCCSYX2A1014 for connection details of 2 ply trusse + 2x6 continuous str gback. See detail STRORIBR1014 for bracing and bridging recommend ons. Max EFL: LL: 0.26" DL: 0.241. See detail DEFLCAMB1014 for camber recommendations. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. � 8-11 -12 24" -11 -12 5" Typ. 3408# 6X6 ia 4X4 im 0 1X4(R) am 6X8 3X8 im 3X3 im 4X4 im 1 4X4 im 4X4 ia 4X4 Ea �_� i�� ►� I � Ii �� /�I ►t�� ..... �.�.� �.� .@ �/� !k /I�l� ��•. `�� ' r,._t..�.a�a.ar.a....@ r..aa.@a�ra...a, r..@...@"..,r@...@_ Arai �� +� i�� a!�_ v 'n� �r I�I 8X8 im 1X4(R) ffi 2X6 M 8X8 Im 4X4 -- 1X4(R) s 2-C-0 -1-0 9-0 6X6 5X5 5X5 6X6 6X6 1.5X6 W 1.5X6 M 1X4(R) as 1.sc. 19 -11 -8 Over 2 Supports R =3974 W =7.25" R =1996 W =7.25" Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT =12 O% 5 0 13.01.0 OTY:1 FL 1 R - -VARNINGI— REAR AND FOLIOS ALL WITS w THIS ORASBCOI TC LL 40. 0 PSF •eINMTARTa• FMISH THIS g1UNI1N TO ALL CONTRACTORS INO.tMIIM THE IRSTILLCIRS. P p"• Trusses repntre ey[reme care In fabricating, handling, aPl -;ng, installing and bracing. Peter to artd a ••'��VE•� �•yif, TC D L 20.0 P S F the latest edition of SCSI (Building Component Safety Tnformation. Dy TPI am HTCA) for safety practises o performing these functions. installers shell provide temporary bract all, per SM. Unless net ad othery cop chord shall have properly attached structural sheathing and bottom chord abed sere a properly attach No. 22639 11Tt'1 rigid tallies. Locations shown for permanent lateral restraint of webs shall base Draciag In6calied per .S BC DL 5.0 PSF ICJ actions BS. 87 or BIG. as applicable. 0. P plates to each face of trues and position as n above ar * /� ® he JOtht getel ln. uhl @s;Nn. oted otherrise. Refer to drawings 180A•E Pot standard Plate position s. � B C L L 0.0 PSF Alpine, a dpa/610a of 1 ul loing Components Group Inc. shall Solt be responsible for any deviation from h a = r raving. any falters to wild the truss in conformance with ANSIITPI I, Or far handling. snipping. AN ITw nntallallo" 8 Dracl. of tr "ssan. oO �etn op 'IN TOT. LD. 65.0 PSF ras�panatOtttts eoIPCOt`oitg�p TtabamCO STM aPtsRettt +ty W`Nws of tbtw°ipo braTMru@ot�@iru¢tu.�a is .�.OR10 ••• ` - - 240I=Dt> .3 150 agesstm my of tea "tiding RestOair Rev ANSI /TPI I sae.:. s /ONA,. D U R . F AC . 1.00 OAeRdg FL 328iT For more information sea this Jab's general notes page and these web sites: SPACING 24.0 " FLCDA90279 ALPINE: vw. alPt hettw.com: TPI: — tDinst.org: aTCA: — 0tindustry.tom: IM. — 1- safe.org � _ � _- - Scale = .375 " /Ft. REF R761 -- 57956 DATE 11/20/14 DRW HCUSR761 14324008 HC -ENG SSB /WHK SEON- 520886 FROM GLM JREF- IVBN761_ZO1 k rim s- /W1AKLUI BUTU / JANUER50N JOB -- 7910 AURORA CT Cape Canaveral, FL - FT4 Top chord 4x2 SP M -30 Bot chord 4x2 SP #2 -138 Webs 4x2 SP #2 -13B Lumber grades designated with 1138" use design values approved 1/30/2013 by ALSC THtC IHf; DDFPADFn F41114 r(U4PIITFD TNDIIT nnane B r1TMKN4Z Tnecl CHUM -91% Da TDlicc MCD + 2xb continuous strongback. See detail STRBRIBRIO14 for bracing a bridging recommendations. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 24" 7 -0 -0 r' 6-9 -4 —ill 15I I 3X3 im 0 3 -u 10 -9 -0 1X4 (R) rn i o 1X4 (R-0 -0 o -qi-12 1.5 X 4 11 4 4 15 -5 -0 15 -9 -4 Over 2 Supports R -1016 W =3.5" R =1014 W =7.25" Design Crit: FBC201QRes /TPI- 2007(STD) PLT TYP. Wave FT RT -12io O% 5 0 13.01.0 OTY:6 FL 1 R - Scale =.5° Ft. +wAestrstSM HIS AND NG TO ALL INTE$ a THIS BgA11101 • +tltr�rArr++ pllrutsH Tits dABtrB To ALL eogTBAttale tlatggtBe Tli[ t11sTALLm18. �, l�jy TC LL 40.0 PSF REF R761- - 57957 Trusses r so. ire ..1reme car. 1. fabricating, handling, shipping. installing and bracing. Refer t* and fO h- ,-test SCSI �,E �` C ry A_ w wilt.. Of (building Component safety tnformetion, by TPI and VTCA) fC, safety practico8 p o performing these functions. Installers shall temporary bracing SCSI. •• C•a' ; TC D L 2 0 . 0 PSF DATE 11120114 provide per Unless noted o,be_ CoD chord shall have properly attached structural sheathing and bottom chord shall have a properly attach tq No. 22839 _ —_• tgid ceilf". Locations shorn for permanent lateral restraint of webs shall have bracing installed per S {� B C D L 5.0 PSF DRW HCUSR 7 61 1 4324006 AL pp sections 83. 87 or 810. as applicable. Apply pl.tes to each face of truss and position as anwn above ar ne Jot"t DetaI ,. unless -tad Otherwise. Refer to drawings IGOA 2 for = V standard plate 00 Itfa Alpine, a division of ITV Building Components Group the. BC LL 0.0 PSF HC ENG SSB /WHK AN nw QDis4RaNY shall not be responsible for any nevi atf na from n a ra.Ing. any fall.,* to build the truss i- conformance with ANSI17PI 1. or for handling, shipping. inatellatf e G ,f on a bracing of trusses. TOT . L D . 65.0 PSF S E ON - 514484 goal a We drwtlq or eon, wta hating this draft tneteates notepea116e of ow"Stdnatta0/Rarl paestbtliw "ISIS for the design Sham. Teo "tt"+$ItS ape doe of this dralltilg ref may straetan is (OR10,••• w,„u.•" - 2aao�IeolB�neG•s�1pt� ponatsn+w of the Banding bpagner per Aestfwt 1 sem.e. ar�ONAL� DUR. FAC. 1.00 FROM GLM o,memg,Fi. 3ZEil FLCOA90M POP more information se* this Jobs general notes page and these wob sites: ALPINE: ww.alpt hattw.com: TPI: wwAplost.urg: VTCA: ww.sDcindustry.ces; ICC: ww.iccsafe.org SPACING 24.0" JREF- lUBN761_ZO1 ( F1675- /CHARLES BOYD / /ANDERSON JOB -- 7910 AURORA CT Cape Canaveral. FL f T1 Top chord 2x4 SP #2-138 Bot chord 2x4 SP M -30 •82 2x4 SP #2 -13B: Webs 2x4 SP #2-138 Lumber grades designated with 1138° use design values approved 1/30/2013 by ALSC 150 mph wind. 20.72 ft mean hgt, ASCE 7 -10. CLOSED bldg. Located anywhere in roof. RISK CAT II, EXP D. wind TC DL =4.0 psf, wind BC DL =4.0 psf. GCpi( + / -) =0.18 Calculated horizontal deflection is 0.13" due to live load and 0.26° due to dead load. THiS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. QMPIETE TRUSSES REQUIRED V1 Schedule:0.1281x31, min, nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00° o.c. Webs : 1 Row @ 41 o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind loads and reactions based on MWFRS. #1 hip supports 7-0 -0 jacks with no webs. Deflection meets L/360 live and L/240 total load factor for dead load is 1.50. 4X7 sm 1.5X4 01 4X7 im L-:J -V-U 0-1-U 3 -8 5 -6 -0 20 -1 -0 Over 2 Supports R =19D0 U =1094 W =41 t „!I R =1910 1 =1094 W #4a Creep increase *19-1 -14 3 OTY:2 Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT =20x O% 5 0 I' R - •'YARrINGI— REAP AND FOLLOV ALL MOTES 01 THIS ORA1IMe1 T „„ . ��E �f'.. No. 22839 k i3 ft� r /pN� AI TC LL TC DL BC OL BC LL TOT.LD. -- VOORTAMT-a .N TNl1 DRAVt1Q TO ALL COITIACTIMS IWLODIMI THE I1STALLB.S. REF R761-- 57958 DATE 11/20/14 Trusses redutre extreme care in fabricating. handling. Shipping. installing and bracing. Refer to and HC ENG SSB /WHK SEON- 520846 the latest edition of US fa.lidl no Component safety Information, by TPI and NTCA) for safety practice, FROM GLM SPACING 24.0w to performing ineae functlona. installers shall provide temporary bracing per BC ^a1. Unless noted atne. top chord shall bar. DroDerly at to had structural sheathing and bottom chord shall have a properly attar f 91 telling. Lotatl.ns ahem for permanent lateral restraint of webs shall have bracing installed pei i or actions BD as cable. f pibteo to each face ar truss and pea,Cite as shim above i cable. A. to oaths position as Selans. otell the ai tat .,"tells. 10.58 noted onle e. R Refer to 160A-Z for Standard + Al I rte, a division of ITV Building Components group tnc. shalt not be responsible for any deviation frt tart ng. any Isllure to balld the tr..s 1. e..ro donee with ANSI /TPI 1. or for handling. shipping. APInwCOMR+WY inatntlatton t bracing of trusses. pq !p mO Mil 10111RY MM, i's, =are= g�D 11.. TM satttabtllty and no of th1t�O pILno to, aaer at 1 211tty 240DIer1l1B�,1Q�.�tmgglk.=150 ar, the ga11p1ap Dasher per A1i511TP1 1 Sac.:. w.uvrr,PL 3 For mere information deb this fob's general pate. page and these web site.: FLODANOM ALPINE: - alplae l tv.tom: TPI: - tpinst.org: INCA: - sbci Mustry.com: ICC: vvw.lcesefe.org t „!I R =1910 1 =1094 W #4a Creep increase *19-1 -14 3 OTY:2 FL 1 R - Scale =.3125" Ft T „„ . ��E �f'.. No. 22839 k i3 ft� r /pN� AI TC LL TC DL BC OL BC LL TOT.LD. 20.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 45.0 PSF REF R761-- 57958 DATE 11/20/14 DRW HCUSR761 14324011 HC ENG SSB /WHK SEON- 520846 DUR.FAC. 1.25 FROM GLM SPACING 24.0w JREF- 1VBN761_ZO1 k r1010- /L"AKLCZl UUTU / /AflutK,UW dun -- MU AUKUHA CT Cape Canaveral. FL - T2 Top chord 2x4 SP #2-138 Bot chord 2x4 SP #2 -13B Webs 2x4 SP #2-138 Lumber grades designated with 013B0 use design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.12* due to live load and 0.230 due to dead load. 4X4» 4X7 So THIS DWG PREPARED FROM COMPUTER INPUT ft DAnS A DTMEHSIn") SIIRMTTTFn Rv TRUSS MFR 150 mph wind, 21.14 ft mean hgt. ASCE 7 -10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D. wind TC DL =4.0 psf, .wind BC DL =4.0 psf. GCpi( + / -) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L /240 total load. Creep increase factor for dead load is 1.50. C 1 t 9-0-0 Malta 9-1-8 -1 -1- 0.0 -1'- 9-1-8 '1 20 -1 -0 Over 2 Supports R =1014 U =582 W =4' R =1014 U =582 W =40 RL =164/ -164 Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT =20% O% 5 0 13.01 — MARNIRGI— READ AND FOUOV ALL NOTES 011 THIS DRARIRRI "IMPORTAN"' FUMSS IRIS ORAHIIA TO ALL CONTRACTORS INCLUDING INS INSTALLERS. Truax @s require eY Creme Cere in fabricating, haedltog. Shipping, installing and bracing. peter to and f0 ha latest edit ton of SCSI taut /dl ng Component Safety Information, by 7P1 and WTCA) for safety practices o performing these functions. Installers Shall provide temporary bracing per 8CS1. Unless noted othery e top chord shall have properly attached structural sheathing sad bottom chord shall have a properly attar rigid calling. Locations sham for permenent lateral restraint of webs shall have bracing Installed par CS O sections 83. 87 or 810. as applicable. Apply states to each face of truss and position as snow. above ® he Jot at Details. unless noted otherwise. Refer to dravings I6OA-I for standard plate positions. Alpine, a division of ITV But /ding Components Group Inc. shall not be r.so oaslots for day devietion fro th a� raving. any fatture to build the truss in contormence ,lth ANSI /TPI 1. or for handling. shipping. AN IrW COMA441Y Installation A bracing of trusses. 2a1 an this droorm or aar pNNe itsttDO ibis dr.rtop tedic.ta aaptuutse or professtoeat "Otharl .thittV sgtely ror thN datge team. "N aNttahtlfty em oa of this drNNiag far any structure tN 240OIaIe0lageDl S�I� apOnsthtlisy e1 to Sntlding Gash= per ANSIfTPI 1 Sec.E. AFL X37937 For score Information see this Job's general notes page and these web sites: P7,CpAOQM ALPINE: tiw.alpt haltv.- TPI: wwv.tptast.org; HTCA: - Sbcindustry.Cow: ICC: ww.iccsafe.org +19-1 -14 3 OTY:2 FL 1 R - Scale =.3125" Ft. No. 228 'g _ * s�pNAL TC LL TC DL BC DL BC LL TOT.LD. 20.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 45.0 PSF REF R761 -- 57959 DATE 11/20/1_4_ DRW HCUSR761 14324009 HC -ENG SSB /WHK SEON- 520835 DUR.FAC. 1.25 FROM GLM SPACING 24.00 JREF- 1VBN761_ZO1 k r101,- /6%AKLt71 UUTU / /ANULKbUN JUU -- 7910 AURORA CT Cape Canaveral, FL - T8 Top chord 20 SP #2-138 Bot chord 2x4 SP #2 -13B Webs 2x4 SP #2 -13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.12' due to live load and 0.23* due to dead load. 4X4 THT& nun DRFPARFn FPhM CAMDIITFp TrDIIT n hens A 111MCrC1h.C1 cunM T— ow rm�rt .ro 150 mph wind, 21.35 ft mean hgt, ASCE 7 -10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL-4.0 psf, wind BC DL =4.0 psf. GCpi( + / -) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Bottom chord checked for 10.00 psf non - concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4"- 10 -0 -8 am i -Q 10 -0 -8 20 -1 -0 Over 2 Supports R =1014 U =586 W =4" R =1014 U =586 W =4" RL= 178/-178. 19-1-14 Design Crit: FBC2010Res /TPI-2007(STD) PLT TYP. Wave FT RT =20°0 07 5 0 13.01.0 3 OTY:2 FL - 1 R - Scale = .3125" Ft. —IbtRB1IY6I.. HIS AND fmEDY "" tOM og THZS Dgxrngt ••t�ogregr• InurzsN Ixzs aArzl� TO a► IxNrsAerggs tlKiligtllg T11B teslutas. a�� TC LL 20. 0 PSF REF R761-_- Trusses resolve extreme care to fabricoting, handling, shipping, installing and brat tag. Refer to end fo the latest edition of MI Building Component Safety Information, by IPI and rTCA) for A+�r •�ryG �"sp� ° •�� _57960 — safety pr -1E. to performing these functions. Installers shall provide temporary bracing per BC ^a I. unless Iroted otberw B ` •• TC DL 15 .0 PSF DATE 11/20/14 to top chord shall have properly attached structural sheathing and bottom chord Shall have a properly attac i91d ce"In9• Locations shore for permanent lateral restraint of w s shall have bracing Installea per 'S ` No. No. 22839 4 BC DL 1D. D PSF DRW HCUSR761 14324010 ..it oat By. 87 or Big, ae applicable. Apply plates to eacb To of truss and Position as shown above o the Joint Details. unless Hated otherwise. Peter to drawings lsoa z for standard place Positions. * H C E N G S S B / W H K ". a divtsto. of 1 Tr Building Components Group Inc, shall act be responsible for any deviation fro th s B C L L O . D PSF g. any failure to build the truss to conformance with A11SI /TPI 1. or far handling, snipping. S E O N- 5 2 0 8 3 6 Aa nw mla�prtr tlation a bracing of trusses. • .0 TOT . L D. 4 5.0 PSF on this drer,sg or bow" page t,.t,as this drw,1p ,atHgata. tct"taaaa of pWOMIeaat auplaurt s+hn,ty setely for tEe da.,2..ho. Ilia wltab,lity add ass of this drar,eg for unit structure ,s DUR . FAC . 1.25 FROM GLM �� ty of the gafttnag Designer per AUSIMI 1 sea.a. Sa7pNA` � oTmgaoer r F,WA#0� Par more information see this Job's general notes page and these web cites: ALPINE: ww.alptnef t..com; TPI: ww.tpinst.org; rTCA: rw.aDCtatlustry.eom: ICC: w.w.lcesafe.org SPACING 24.0° JREF- 1VBN761_ZO1 ( F1675- /CHARLES BOYD / /ANDERSON JOB -- 7910 AURORA CT Cape Canaveral, FL - T4 Top chord 2x4 SP #2-138 Bot chord 2x4 SP #2 -138 Webs 2x4 SP #2-138 Lumber grades designated with "138' use design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Girder supports: 15 -9-4 span to TC one face and 2 -0 -0 span to TC /8C split opposite face. Truss must be installed as shown with top chord up. 1- -0 3 4X8 » 3X5 am 1.5X4 N rut¢ nur_ bpepeuen c- rnummeo r.—T nnanc o. nrucrernre, eumurrscm ms rm.ec ..ea V COMPLETE TRUSSES REQUIRED l Schedule:0.128'0', min. nails Top Chord: 1 Row @ 4.25" o.c. Bot Chord: 1 Row @12.001 o.c. Webs : 1 Row @ 4' o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is 1.50. The TC of this truss shall be braced with attached spans at 24' OC in lieu of structural sheathing. 3X5 im 4X8 w i le ` R =3408 H =H1 12 -0 -0 Over 2 Supports Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT =20% O% 5 0 13.1 FL /- /1 /- ` MAR4IYBIai READ AND FOLLOW ALL NOTES ON THIS DRANINDI — IMMTANTaa FONNISN THIS ORANIY TO ALL CONMACTORS INCLUDING THE IRSTALLEAS. TC LL busses regutre as treme care in fabricating, handling. shipping. installing and bracing. Pere, to and fol PSF end latest editlon of SCSI fBuildfne Component safety Information, by TPI and NTCA) for safety practices or • to performing these functions. Installers shall provide temporary bratfng per SCSI. Unless noted Otberrt PSF up chord stall have Properly attached structural sheathing and bottom chord shall have a properly attache BC DL 19111 cent up. Locations shore for permanent lateral restraint or webs shall have bracing installed Der so 8hetjota BD 87 or Bag, as applicable. es to each ace of plates to wing fete of truss and as itnorn above en cable. A. d �O he Joint Delano, unless noted Peter rd plate e. P 160A-Z for standard plate positions. PSF Alpine, a division of ITN Building Components Group Inc. shall Prot be responsible for any devt at ton from TOT.LD. raring, any failure to build the truss In tonrormonce with ANSI /TPI 1. or for handling, shipping. ANMWCObII MV inatalloti on A bracing of trusses. DUR.FAC. snl on tats ,&SWISS or aovor ps7p listing this Ofer /Dp toditates "tootlnn of prafesstanal apRtpayt Dp stbtttty solely for this daatga sb m. The suitability WA wa of this drartng far any structure Is t E4[101ate0m0goDt �iml� aspees+b+ttty of the Buttdtag Destgeer per ASSI/TPI 1 Sect. Pi. 3iN.iT For more Information sea this ,tot's general notes Dapw and tease web sites: FL WA6t1278 ALPIRE: _.alpinelt -con: TPI: — tPlnse.o": NTCA: — .0,irul-try.com: ICC: — Icc..fe.org 3X5 M R -3408 W =6" 1-9-0 +9-0-0 OTY:1 FL /- /1 /- /- /R /- ;`C�r, /�j TC LL 40.0 PSF TC DL 20.0 PSF No.22839 i BC DL 5.0 PSF TE C3F r BC LL 0.0 PSF �OR10 TOT.LD. 65.0 PSF r /pNA� DUR.FAC. 1.00 SPACING 24.0" Scale = .5 " /Ft. REF R761 -- 57961 DATE 11/20/14 DRW HCUSR761 14324001 HC-ENG SSB /WHK SEON- 520857 FROM GLM JREF- 1VBN761 ZO1 ( t1b/5- /CHARLE5 BOYD / /ANDERSON JOB -- 7910 AURORA CT Cape Canaveral, FL - 31 Top chord 2x4 SP M -30 Bot chord 2x4 SP #2 -138 Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non - concurrent live load. Shim all supports to solid bearing. Provide ( 3) 0.131 "x3" nails, toe nailed at Top chord. Provide ( 2 0.131 "x3" nails, toe nailed at Bot chord. s THTC 11119 PRFPARFn F01114 PIIMPIITFP tRD11T it AAnC E hTMCMCTnnCI CtIDMrTTCa DV TDIICC MCD 150 mph wind, 20.72 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC DL =4.0 psf, wind BC DL =4.0 psf. GCpi( + / -) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R =221 U =173 2-1-7 R =130 U =37 20 -6 -9 +19-1 -14 I.J -0 -0-1i 7 -0 -0 Over 3 Supports aol R =421 U =204 W =4" RL =208/-42 Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT =20% Ox 5 0 13.01. OTY:B FL 1 R - Scale =.5" Ft. — VARBIRSt . READ AND FOLLOW ALL RDTES ON THIS DRAVtNGt .,..» REF R 7 61- - 57962 ••INMTARre FWMSR THIS RRAVIIIB TO ALL CONTRACTas IRatmt*G THE tRSTALLRRS. Qa��GEl1fbF�� TC LL 20. 0 PSF Trusses reau,re extreme care in fabr /catln0. haadlinp, shipping. tastallt ng and bracing. Refer to and Pol In Meat ed,ttan of Bizl (Building Compoq @aC S84 @L] taPOrmetton, by Tpl and tRCA) for Ea4aLy PratttteE Pr TC DL 15 .0 PSF DATE 11/20/14 o performI theca toacttons. last, shall Provide temporary bracing Par SCSI. Unless noted oCnervl ,,,rrr Noe ais$s top Chord shall have properly attached structural sheathl" and bottom chord shall have a property attach { BC DL 10.0 PSF DRW HCUSR761 14324003 rigid telling. Locations shorn for permeasat lateral restraint of Vebs shall bare bracing installed Per jrsi . 1 O sect' =a BA. 87 or BID. as applicable. ARPly Plates to each face of Crass aria Position as shown above aq R ® ae saint Details. unless noted otherwise. Defer to drawings 160A E for standard plate positions. aF B C L L 0.0 PSF H C E N G S S B / W H K Alpine, a division of IN Building Components Group lac. shall not be responsible for any d- lation Pram i rawi ng, any I1 nwro co OYild 'be trasE iq tanrorment@ VItP ARS [ /TPI 1. or ror naaGllae. EntpP,nQ, TOT. LO. 4 5.0 PSF SEAN - 520837 AN lrwCOMPeJ•IY taste 71st ton A bracing of trusses. Rp9q RDpp �oR +Q I iatplltts witiRfor son deaf TWMM. no "It""ablilty WW use ofbthis dr,"Ingr army professional to •ahY.a,a „.� �� ftr150 aaPDaalbillty of thin Sodding Ontgber Par Affil /TPI L Svc.R. S /pNA`Et DUR . FAC. 1.25 FROM GLM ol�agtT r Par mar@ Informat on Beg tAtE Job'S general TMteE page @ad these web arras: SPACING 24.0” JREF 1VBN761_Z01 FLODAMM ALPI 'M: w alpine ltw.com: TPI: www.tDinst.org: WICA: www.sbc1ndostry.Com: ICC: wwv. Iccsafg.org T1b /b- /GHAKLta BUTU / /ANUtKSUN JOB -- 7910 AURORA CT Cape Canaveral. FL - KJ1 FTop chord 2x4 SP #2-13B Bot chord 20 SP #2 -138 Webs 2x4 SP #2 -138 Lumber grades designated with "138' use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide ( 3 ) 0.131 "x3" nails, toe nailed at Top chord. Provide ( 3 0.162 "x3.5' nails, toe nailed at Bot chord THIS DWG PREPARED FROM COMPUTER INPUT ILOADS & nIMENSIONSI SUBMITTED RV TRUSS MFR 150 mph wind. 20.71 ft mean hgt. ASCE 7-10. CLOSED bldg. Located anywhere in roof. RISK CAT II, EXP D. wind TC DL =4.0 psf, wind BC DL =4.0 psf. GCpi( + / -) =0.18 Wind loads and reactions based on MWFRS. Hipjack supports 7 -0 -0 setback jacks with no webs. Shim all supports to solid bearing. LQ-1 -5 -0-31J i"S — 9 -10 -13 Over 3 Supports R =458 U =273 W =5.657' R =276 U =223 42 2 -1 -3 R =433 U °174 20-6 -9 19 -1-14 Design Crit: FBC201ORes /TPI-2007(STD) PLT TYP. Wave FT RT =207e Ox 5 0 13.01.0 OTY:4 FL - 1 R - Scale =.5"/F --MITI 11•- RIAD AND F11UON ALL NOTES DN THIS DRAVINS1 ...» ..; / TC LL 20. O PSF REF R761- - 57963 ••IMP�TANT•• FURNISH THIS OSAYING TO ALL CCUMLAETORS IKLWINB INS INSTALLERS. `P .. f,..• Trussas require estreme Cara In Tobric.ting. handling. Shipping, installing and bracing. Peter to and fa, F'••,�' TC D L 15.0 P S F DATE 11/20/14 the latest aditloa or Br,SI fBUi ldl ng Component Safety Information, by TPI and yT A) for safety practices pr to performing these functions. Installers shall provide temporary bracing per liC31. unless noted oth "r"1 �t top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach NO. 22839 .1 i9ld telling. Locations shorn for permanent lateral restraint of webs shall have bracing Installed per }� S BC DL 10.0 P S F D R W HCUSR7 61 14324005 O ect tons 03. 87 or 910. as applicable. Apply plates to each face of truss and position as shown above an T1T4 ® he Joint Details. unless noted otherwise. War to drawings 160A-I for Standard plate positions. C is B LL 0.0 P S F H C- E N G S S B/ W H K Alpine, a division of IN Bulldiag Components Group Inc. shall ,rot be responsible for any deviation from ra".ng. any failure to build the truss in conformance with ASSItTPI 1. or for handling, shipping. �� TOT. L D . 45.0 P S F SE Q N - 520845 A1i1T1NCOPAAOPIY Inttollotion a bracing of trusses. FOR% .•• Dial On ibis drsrtl>9 or adax pang 11411og this dfaelF , indicataa somtaasa of prat "satSUI altgtngrt �••..y�.�,,. ssponatalltty Solely for to. Natgn shWm. The wttaat tty and ass of this draeluR for any atragturo 1a I [s ZQOj ka0mRgaDt X130 sponsibility of the Building Designer par ANSejTPI I Seca, V /ANAL D UR . F AC . 1.25 FROM G L M 4)t�O, PL 3 For more information see this Job's general notes page and these web Sites: SPACING 24.0 " JR E F - 1 V B N 7 6 1_Z 0 1 FLCDA90718 ALPINE: rww.alptnei tw.tom: TPI: wrw.tplest.org; HTCA: wum.0cindustry.con: lCt: ww.iccsafe.org r1017- /GNAKLta UUTU / /ANUtKSUN JOB -- 7910 AURORA CT Cape Canaveral, FL - CJ1 Top chord 2x4 SP #2 -138 Bot chord 2x3 SP 62 -13B Lumber grades designated with 1136" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non- concurrent live load. Shim all supports to solid bearing. R =-18 Rw =34 U =36 1 too; 1 L.--1. -0 -0:.j 1 -0 -7 PXer 3 pports R =199 U =120 W =4" RL= 50/ -24 __J_ 0 -7 -7 19-7 -10 --T — H _ R R =8 Rw =17 U =11 THIS DWG PREPARED FROM COMPUTER INPUT !LOADS 8 DIMENSIONSI SUBMITTED BY TRUSS MFR 150 mph wind, 19.48 ft mean hgt. ASCE 7-10. CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP D. wind TC DL =4.0 psf, wind BC DL =4.0 psf. GCpi( + /-) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT =20 %(Oala )/5 0 13.01.0 QTY:4 FL - 1 R - Scale =.5" Ft. **MMIIRGI** READ AND FOLLOW ALL ROTES OR THIS ORAWINGI P yf' T C LL 20.0 PSF • "IRPORTART•w F.RISK THIS DRAWING TO ALL CONTRACTORS tRCLU01Ne THE INSTALLERS. REF R761- 57964 AGE Ns•••� Truas rsau„e extreme Care to fabricating, handling. Shipping. installing and bracing, peter to and fol t0 DATE 11/20/14 too l SEatest edition of BCS1 (Building Component Safety information, by TPI and VTCA) for safety practices pr •'•� �•••' T C DL 15.0 PSF performing these fanctlods. installers Shall provide temporary bracing par BC -al. Unless noted other"[ ))))t +1 top chord sna il xe have properly attached structural sheathing a bottom chord shall have a properly attache r No. 22839 7• ; * BC DL 1Q. Q PSF DRW HCUSR761 14324014 rig +d tailing. Locat+ana snows for permanent lateral restraint of webs shall have bracing installed per 7 �PO Sections BJ. ai or 610, es appl cable. Apply plates to each fete Of for and rd plate as shown above an _ ® ne Joint Dacalls, unless nOLBO OlherwlE6. Refer GO drawings [BOA 2 for ataaaard pieta positions. 6F r B C L L 0. 0 PSF H C- E N G S S B/ W H K Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from rawln9. any falrNre to build Lhe truss In conformance with ANSI17PI 1. or for handling. shipping, •a•.1� - - - - ANIrW00 PANY Instal let, on a broclig of tresses. i v TOT. LD. 45.0 PSF SEON- 520838 A 600 responsibility s01 1p"Rfc� W deilllilia 11gNOMe� T�MttW1ti011itggadd nee OTCtPIcdAcplaprofmsany atr'cturo li t �•s ~/'t• — - - - 2400Ia1mOmagdDl.r190 responsibility of the Building Resigner per ANSIJTPI I Sec.2, v /LeNAt � D U R. F A C. 1.25 FROM G L M 011aidoFL 32837 For more Information see this Jdb-s general notes page and these web sites: SPACING 24.0" JREF 1UBN761 ZO1 f1.�D0M ALPINE: Vww.alpl ne,tw.cam: TPI: www. tpi.m alq; VTCA: ruw. abci ndu stry. cam: ICC: www.,ccs.f. —I k r10i5- /IPNAHLts HUTU / /ANUER5UN JOB 7910 AURORA CT Cape Canaveral, FL - CJ2 ) Top chord 2x4 SP #2-13B Bot chord 2x4 SP #2-138 Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non - concurrent live load. Shim all supports to solid bearing. Provide 2 ) 0.131 "x3" nails, toe nailed at Top chord. Provide 2) 0.131 "x3" nails, toe nailed at Bot chord. Ll_]. -0 -(y R =248 U =126 W =4" RL =101/ -30 THIS DWG PREPARED FROM UNPUTER INPIIT finAnC A nTMFNCIn"i CIiRMITTpn RV TRIICC MFR 150 mph wind, 19.89 ft mean hgt. ASCE 7 -10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D. wind TC DL =4.0 psf, wind BC DL-4.0 psf. GCpi( + /-) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R =80 U = 1 1 6 0 5 10 7 R =52 U =15 19 -8 -10 .19-1-14 Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT =20% O% 5 0 13.01. **VAR9INKl *' READ AND FOLLOB ALL WM OR THIS BRAVINGI •a1RP0ATMT•• FURRISN TNIS BRAVING TO ALL CONTRACTORS 11MUOINO THE INSTALLERS. Tru6aea require extreme care to febr /cattail, handling, shi le tnstel ling and bracing. Refer to and fo/ DD 9. the 10108E e0ition Or BC$1 fBUllding Component Safety Information. by 741 and MTCA) for safety Practice- pr to performing these functions. Installers shall provide temporary bracing per MI. Unless noted otherri tap chord shell have properly attached Atractorsi sheathing and bottom chord sbell have a property attach rigid csl ling. Locations shown for permanent lateral restraint of usbs shall bare bracing Installed per B Q O sections B3. 87 or 810. as epDllceDle. Apply pletea to each 9ace of truss and position as nhown above aM ® be Joint Details. unless noted otherwise. Peter to drawings 16OA-Z for standard plate positions. Alpine. a diviston of ITM Bai /ding Components Group Inc. shall net be responsible for any deviation from t raving. any failure to build the truss in conformance with AN$I /TPI 1. or for handling. Shipping. AN OW COM#WY lesponsibility nstallation A bracing of trusses. N Goal an this dreMinp or ¢near page t1 Bt17 tbts Ottwteepp tedl CStee sac tence of profnstoott imortoL esponsibility solely for thv Msigb seam. The solteh111y Bad we of this droving for Any structoro is E4001aloBUl Dr, ISO of the Building OeslBSer, per ABSI/TF1 1 Sec.R. t'I. % For more information sea this Job's general notes page and these web sites: FI.COADD278 ALPINE: — alpthelt -coo: TPI: w tplost.org: MICA: — sbcindastry.com: IM. — tcesafe.org `. OTY:4 FL - 1 R - Scale =.5" Ft. r •••~ CEJ1�S��1•�� & No.22839} d* ,pplp,,.• PIONAL Er 11/20!1014 TC LL TC OL BC DL BC LL TOT.LD. 20.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 45.0 PSF R R REF R761 -- 57965 DATE 11/20/14 DRW HCUSR761 14324013 HC-ENG SSB /WHK SEON- 520839 DUR.FAC. 1.25 FROM GLM SPACING 24.0" JREF- 1VBN761_ZO1 t1b /5- 1LHAKLL4 Iup t:nuru cx4 4r 4-13n Blot chord 2x4 SP 2 -138 ANDERSON JOB -- 7910 AURORA CT Cape Canaveral. FL - CJ3 Lumber grades designated with '13B" use design values approved 1/30/2013 by ALSC. Bottom chord checked for 10.00 psf non - concurrent live load. Shim all supports to solid bearing. Provide ( 2 ) 0.131 "x3" nails, tae nailed at Top chord. Provide ( 2 0.131 °x3' nails, toe nailed at Bot chord.. L1. -0 -0_1j 5-0-7 Over 3 Supports R =333 U =163 W =4" RL =155/-37 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONSI SUBMITTED BY TRUSS MFR 150 mph wind, 20.31 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D. wind TC DL =4.0 psf, wind BC DL=4.0 psf. GCpi( + / -) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R =150 U =ilb 1-3 -10 1-5-7 R =94 Ua28 20 -1 -10 19 -1 -14 Design Crit: FBC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT =20% O% 5 0 13. 01.0 OTY:4 FL 1 R - Scale —.5"/Ft. "*vAR®FUR ISN READ AND IM TO ALL ORM T111S S LIMUM yJQ''I`1� '' TC LL 20.0 PSF REF R761- - 57966 "INPORTA°T"• Ft1St(tSX THIS ORAYI°S TO ALL C�T9ACTOAS tiKLIIDIHi TXE t°S'TALLSRS. Trusses require extreme care in fabricating, handling. shipping. Installing and bracing. Deter to ..d .f.1 ' i j C D L 1 5.0 PSF DATE 11/20/14 the latest edition of SCSI fBUildlag Component Safety information, by TPI and Mal for safety Practices Or S o performing these functlons. Installers shall Provide temporary bracing per SCSI. Unless noted otherr, ta op chore she 11 nave properly Ott bed structural sheathing end bottom chord shall have a Droperiy.ettach No' 22039 rigid ceiling. Locations shorn for permanent lateral restraint Of reps shall have bracing installed par B * BC DL 10.0 PSF DRW HCUSR761 1432401z sa0L10in BS. .i Or 830. as etoo other. APPI0 'a, to to with fade of for truss and rd plate to as shorn spore and = ® he Joint Details, unless noted otherripo tsfer to drarings l at for standard plate nySiHaat• B C L L 0.0 PSF H C - E NG S S B / W H K Alpine. a division of IN bu build t Components Group IOC. shall not be responsible han for any deviation from t 9 a rstalla any failure -1 to Dulltl the truss 1. Cootormance with AXSI /iPl 1. Or for handling. shlppinp, ' AN ITW t'+.omN�WY Installation on a bracing or trassea. TOT.LD. 45.0 PSF SEON- 520840 sponsfefilty Wllijfar the fWa� if�m:° The suitabiility"miad w ofgtntsoN,artapfiar�� strumtneroti •�'Y»•••• 24ODLAM0re9g9Drig150 responsibility of the Smildiap Designer per NISSITPI 1 Sec.Z. S�ONA` D U R . F AC . 1.25 F ROM G L M oilead0.FL3/ FOr more information sew this Job's general notes page and those rep sttes: In fn SPACING 24.0 " J REF - I N B N 7 6 1_Z O 1 FLMAMD279 ALPIXE: rrr.eiPtnwttr.tom: TPI: w tpinst.org: MFCA: rrr.sDClMUStry,com: ICC: rrr.tccsafe.org 1 1'^0'"014 ( h1b /5- /GHARLE5 BOYD / /ANDERSON JOB -- 7910 AURORA CT Cape Canaveral, FL - CJ4 Top chord 2x4 SP #2-13B Bot chord 2x3 SP #2-138 Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non - concurrent live load. Shim all supports to solid bearing. R = -18 Rw =34 U =36 5 F— — If 0-7-7 19-7 -10 —T— A_ N el) R =8 Rw =17 U =11 2 THIC nut DBFDA9Fn FOAM rnMo11TFO TmouT ft Anne t AIM—C —cl CUOUTTTCA my T011- "Co 150 mph wind, 19.48 ft mean hgt. ASCE 7 -10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D. wind TC DL =4.0 psf, wind BC DL =4.0 psf. GCpi( + / -) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. LI1 -0Aj 1-0-7 ber 3 Upports R =199 U =120 W =4" RL= 50/ -24 Design Crit: FBC201ORes /TPI-2007(STD) PLT TYP. Wave FT RT =20% Og /g 5 0 13.01.0 QTY: FL 1 R - Scale =.5" Ft. ••YARBI9fi1 HEAD RA FOLLOY ALL O TEST THIS �AYIS81 Q" °E Al ° '� REF R761-- 5 7 9 6 7 ••IIWOATABT•• FYaAISx THIS DRAWING To ALL eO TS Oil s S DRAVIe THE tgsru.LEAS. TC LL 20.0 0 P S F Trusses require extreme care in fabricating. handling, shipping. installing and brating. War to and fol F''••.:' TC D L 15.0 PSF DATE 11/20/14 toe Iateat edition of SCSI (Building Component Safety information, by TPI and HTcA) for safety practices pr LO performing these functlans. Installers shall provide temporary bracing per BC -al. Unless noted otherrt Ne. 22839 '� tap chord shall here D.. party attached structural sheathing end bottom chord shall have a properly attache B C D L 1 0 . 0 PSF D R W HCUSR 76 1 14324002 11911 tailiag. Locations shorn for permanent lateral restraint of webs shall have bracing Installed Der 0 r, �� sections B]. B7 or BiO. as applicable. Apply plates to each Pace o4 truss and post ti an as shorn eDore and �j T� 'ILI'� he Joint pets, I'. anlasa .'ad otae""a. Refer to drawing. llgA 2 for standard plate pot,tions. ii �r� /`L ,I B C L L 0 . 0 PSF H C E N G S S B W H K Alpine, a dirt al on of lTg Building Componen to eragp Int. soeil not h9 resDon5lble Por any deviation Prom t t� t G V ,� / drawing. any failure to 1,01d the truss In Confarmance with AMSI /TPI 1. or Por handling. sh lDping, �Zf •• • - ANIrWCO#~Y Installation A bracing of trusses. tq _/ n, �ORIp,,.. TOT. LD. 45.0 PSF SEQN- 520841 e pans/sliitl ssoolleely for cover do* an shown TMAa�tal911 sy� yea oTgtnta �w1D9rroijA truoture "ta � Ai (•�y "° "+ MLske0timp Dr. Suite I50 esgenalblllty of the Swildlllg Designer gar AMSIMI 1 S b.a. v'ONAL D U R. F A C. 1. 2 5 F ROM G L M Orledlo.FL 92837 Par more information .ee this Jobs general notes page and these web sites: SPACING 24.0" J R E F - 1 V B N 7 6 1_Z 0 1 FLCDA 9OM8 ALP[lIE: www.elPinettw.tam: TPI; www.tptnst.org; HTCA: www.sbcind,,t,y., —: ICC: wwtl.itcsafe.org 1 If2O /2OI4 l Ylb /b- /LHAKLLE, BOYU / /ANUERSON JOB -- 7910 AURORA CT Cape Canaveral. FL - CJ5 Top chord 2x4 SP #2-138 Bot chord 2x4 SP #2 -13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non - concurrent live load. Shim all supports to solid bearing. Provide 2 ) 0.131 "x3" nails, toe nailed at Top chord. Provide 2 ) 0.131 "x3" nails, toe nailed at Bot chord. 2X4(A1) &s L1 -0 -0W 1 L_7 -04 7 f.. ♦� R =248 U =126 W =4@ �I1 RL= 101/ -30 R =80 U =61 R -52 U -15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONSI SUBMITTED BY TRUSS MFR 150 mph wind, 19.89 ft mean hgt. ASCE 7 -10. CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP 0, wind TC DL =4.0 psf, wind BC DL-4.0 psf. GCpi( + / -) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. X20 -5-10 19 -8 -10 19-1-14 Design Crit: FBC2010Res /TPI- 2007(STD) PLT TYP. Wave FT RT =20% O% 5 0 13.01. FL 1/ `e9ARN1961— READ AND FOLLOW ALL MUTES OR THIS DRAYISGI `AIKMTANT- PURNISH THIS BRAYING TO ALL CONTRACTORS INCLUDIRG THE INSTALLERS. 20.0 PSF Truabes r @gtlro extreme care to 4abr icating, handling. shipping• installing and bracing. Refer to and fol TC DL the latest etlptlon of Br,9I (Building Component Surety Inforwetion, by TPI and YTrp) for safety practices pr * to par forming these functions. Installers wall provide temporary bracing per BCG1. Unless noted otherwi 10.0 PSF top chord shall have pro Perly attached structural sbeatbang and bottom chord shell have a properly attach BC LL 1,11 1 11119• Locet ions snow. for p @rmanent lateral restraint of webs shall have bracing Installed per B es ... or sections .3. as AP plates to each face of truss and position as stirn above and to each aced f ® 111'1 he Joint Decalis. unless noted otbe0. Details, unless noted oth r e. R Refer to fir standard plate Positions. 171J Alpine. a tltv151on of ITY Bu1lding Components Group Inc. shell not be weapon Bible for any deviation Prom t drewf n9. any f911ure to build the truss In tomformanca with AB's I /TPI 1. or for handling. shipping. ANM WC:OMR4NY Installation A bracing' of tr ... as. 1 1.25 HeI on this drawing or power pips 11at1Rp this LroVinppp IndiCAUS actspteano of professional snglassrlop raspans11,111ty solely for the do" "hmm. The sultab111ty and was of this dr"rtng for any structure 1s th 24OOLAwOlsogo1Dr,&ib13O sponslb111ty of the Rclldtog Designer per AWSI /TPI 1 Seq.R. Orindo. 3W For more information see this Job's general notes page and these web Sites: FLORA #0278 ALPINE: 7rw.elD ine ltr.com; TPI: rw.tpinst.org: WTCA: www.abciodustry•com; ICC: ww.lccsafe.or9 No. 22939 OTY:4 FL 1/ /R /- TC LL 20.0 PSF TC DL 15.0 PSF * BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 45.0 PSF DUR.FAC. 1.25 D14 SPACING 24.0" Scale = .5 " /Ft. REF R761-- 57968 DATE 11/20/14 DRW HCUSR761 14324016 HC-ENG SSB /WHK SEQN- 520842 FROM GLM JREF- 1VBN761_ZO1 k r101*- /LHAKLtJ UUTU / /ANUtMbUN 11UU -- 79JU AURORA CT Cape Canaveral, FL - CJ6 Top chord 2x4 SP #2-138 Bot chord 2x4 SP #2 -13B Lumber grades designated with '13B' use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non - concurrent live load. Shim all supports to solid bearing. Provide 2 ) 0.131'x3' nails, toe nailed at Top chord. Provide 2) 0.131 "x3' nails, toe nailed at Bot chord. LJ-0 -OW 5-0 -7 Over 3 Supports R -333 U =163 W =4" RL =155/-37 THIS OHG PREPARED FROM COMPHTER INPUT n nal A nIMFUMMM t11RMITTFn RT TRUCK MFR 150 mph wind, 20.31 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II. EXP D. wind TC DL =4.0 psf, wind BC DL =4.0 psf. 6Cpi( + /-) =0.18 Wind loads and reactions based on MWFRS with additional C &C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R =150 U =116 TT x.21-3 -10 1-5-7 R =94 U =28 20 -1 -10 }.19-1 -14 Design Crit: FSC201ORes /TPI- 2007(STD) PLT TYP. Wave FT RT =20% O% 5 0 13.01.04 b 13 **YARHIHGrI`* READ Alm FOLLOR ALL WYES Oe THIS ORARIIM1 t r ""INMTANT•� FURNISH THIS 02"ING TO ALL CORTNACTORS INCIUDINB THE INSTALLERS. :.t reduire extreme care in fpbrieeting. handling, shipping, installing and bracing. Defer to and fo �� ✓``�'." "R•I• tae lat lots ion of BCSI ( Building Component Safety Information, by TPI and YTCA) for safety practices �•� VF••y� to performing in.:. functions. Installers shall provide temporary bracing per SCSI. Unless noted other e top Chord shall have properly attached structural sheatbf" and bottom chord shall have a properly att"c �1 ss�a riglI telling. Locations shwn for permanent lateral restraint of webs shall have bracing installed pe CS No• 22@39 ALP sections BD B7 or Big, as applicable. Apply Plates t" each face of truss and rd plate positions. atom .bore i the Joint (retails. unless noted otherui se. peter to to each ace of for standard plate as sh onsa �f AID 111@, 8 dlvisime of ITN Sodding Components Group Ins. Sbell not be responsible far any deviation fr to \�\ tetli ng. any all to build the truss in conformance "ith ANSI /TPI 1. or far handling, ahlpping, 6 0 ANITW COhRi11WY lnstaltation s bracing of trusses. 4 seal on tb,a cirsring or eaear ww listing this &w,0p ted,tates ate rant. or pforeuio.elea,,pear• aspo.stbt lity solely toe tin deaf,. shown. The saltebtlity and ties or %his drwino ter any strecttire to � •.�O R��• T 24001ete01> d�,S,�It150 ■possibility of the Building Resigner per ANSI /TPI I Sec.e. �► 011egdq FI? par more information see this Job's general notes page and these rob sites: s7pNAl FL00AAOM ALPINE: vw.elpl"el tr.toe: TPI: — .tpiaet.org; UfCA: wa.sbc tedustry.com: ICC: wu.iccsafe.org QTY:4 FL 1 R - Scale s.5" Ft. TC LL 20.0 PSF REF R761-- 57969 TC DL 15.0 PSF DATE _1_1/20/14 BC DL 10.0 PSF DRW HCUSR761 14324015 * BC LL 0.0 PSF HC -ENG SSB /WHK TOT.LD. 45.0 PSF SEAN- 520843 DUR.FAC. 1.25 FROM GLM SPACING 24.0" JREF- 1VBN761_ZO1 I RRIDANA FIE A� rAIU� IIXAl `4,"H ",-k, BJX,'6_N 4, M M www"By Nn A N R WN A X, 1 61 RC IRJ 1 11, I'll, L IE � 11V ,AP S_011N��?AO,, WRIDC4,NG, i PJP A 1 puls,� WALPx, _kUNb LK L�- I PL (1_0, " -I w , Z M� M M BA 7) NAMS nP JOut BQX/UUN volt lob, A W -Auno ,ell Now �j old opal Urn- taVAFYIINLAr I, AD AND f'C@.LUV ALL NUnS UN 119S JbnVM A■MWTANTUW fXIRMS;M TIRS WAVIM M ALL CONTTALIUR. JMCLUW G JK INSIALLLtlS tHs d"*k-Q or Caw- page ULwe twa am"e. Q*Aws *VMVM*e W &Qp W" Inc VWWM am we A Me ch-." the "'IM 1*512KQr RM PY6 SAWN; Sl CP. umv v"O T PT UNA A A 1 Ak 1 i i IQ r M �AFI W,l y QVIV, lob, A W -Auno ,ell Now �j old opal Urn- taVAFYIINLAr I, AD AND f'C@.LUV ALL NUnS UN 119S JbnVM A■MWTANTUW fXIRMS;M TIRS WAVIM M ALL CONTTALIUR. JMCLUW G JK INSIALLLtlS tHs d"*k-Q or Caw- page ULwe twa am"e. Q*Aws *VMVM*e W &Qp W" Inc VWWM am we A Me ch-." the "'IM 1*512KQr RM 13389 Lakaftw Oft& EaffM City, MO WNS P•s ".. 3K. lob, A W -Auno ,ell Now �j old opal Urn- Commentarp Camber may toe built into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantagest • Helps to ensure level ceilings and floors after dead toads are applied, • Facilitates drainage to avoid ponding Can Plat or tow slope roofs. • Compensates for different deflection characteristics between adjacent trusses, • Improves appearance of garage door headers and other long spans that can appear to 'sag,' • Avoids 'dips' in roof ridgelines at the transition from the gable to adjacent clear span trusses, Deflection and Camber In accordance with ANSI /TPI 1 the Building Designer, through the Construction Documents, shall provide the location, directlon, and magnitude of all too.ds attributable to ponding that may occur due to the design of the roof drainage system, The Building Designer shalt also specify any dead load, live load, and In- service creep deflection criteria for Flat or tow- -slope roofs subject to ponding The amount of camber is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L /D) may be required to help control vibration, The following tables are provided as guidelines for Limiting alPftPrtion and Pstimating ramhpr. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations. L = Span of Truss (inches) D = Depth of Truss at Deflection Point (inches) R eommend d Truss Deflec_�_i,K�n�ii'�� True: Type LLD E- eftvction Li i r G. v' _l _(?a0. ghat -1Load Pitched Roof Trusses 24 L/240 (vertical) L/1130 (verticat) Floor of Room, -In -Attie 24 L/360 (vertical) L. /P40 Trusses Flat or Shallow Pitched 24 1 K16l) (vertirat) I /P40 (vr>rtirat) Roof Trusses Residentiat F toor Trusses P4 1./360 ( vertical) i /P40 (vprtiraD Commercial Floor Trusser, 20 L /480 (vpr beat) L/240 (ver tit-at) Scissors Trusses ICYL55--ty-p Pitched Trusses Sloping Parallel Chord Trusses Floor Trusses P4 0.75- (hnri/ontat) 1.P5, (P)ori /ontat) Recommended CO. 1.00 x Deflection from Actual Dead Load 1.5 x Vertical DeFteC_tion from AC'tual Dead Load (0.25 x Deflection Prom !- ive i .oad) Actual Dead L.oad Ftat Roof Trusses (O,25 x Deafiection Prom Live Load) (1.5 x Design) Dead Load DeFlection) Note: the actuat dead toad may bc- coensiovrabty less than the design dead load 1 InO/2014 nxglp�TAIRTvv yF16UAS1i TNR� YB+Xi�TI16 �1 iQ.�S AiGtIl�H7G Tl� InTALLOM (REF DE?- I Er- / L%M IR i �'�, Trussea "trA" entr care M R4britt"2, hnnaiw"a, �? EnstndlY�g noel Drock� ReRer to and Fellow the latent edits of SCSI I@uA7Wg Lbttpanent �fety to artwtloh, y TPI non CA) Ran prattxes prior to porfnrrang thmao fumtams Instwtoroa tonpnrar SCSI. /' DATE 10101 /14 provtab br�eblg per thd @8a hated ouerviiw. top Chord &-all have properly ndtnChed 3tNettVral Shaa4Nn9 aRtl haSSn�1 Ch8✓61 V P. giA �i�", - ® O tUI\ \ ��'1` n� shalt hang a props Ny otte'thcd = ceAMg, LTtuft 5i U" f¢r "r.-W oat Internt rostraMt at nets dm,I have 11pmCbm 61Stntl.d Pte' 8L'T:I B@t4tnh& 83. ®� or la2Q. as n�lVke_ Apply ="3 to Oath Fact of truss and �a ,tion as Aho>nh nbave Ufa on 'fie JoMt l *taps, .otleGS natetl atherHSe. �.•• ` \c y c o D R W G D E F L � -N M B 1014 \VVt It "for to mmw,g 1QA -z Ron atartlard pate Pasr�a NO.22839 AN iTW COMPANY A4Ma' n dwaron of ITV aAdit Cw%e to Grote lra, mme net ba respanstbte far any d.� o to , f this dravft. any failure to build the tans. b can arnar2s oltn M41 /TPI L or par Rarmiftg, yS 19389 lakefront Oriva t i4tion L braewv of trusses. A soot on this drookg or cover pia Usti" tl" drovM®, VWICAUs neeeptante of protesewaml solely fa tM du n aRamn Trte s sty ontl .otr of ttas *..b p ,, °fry ,none . ,====a iFe 9deM� IAA Pon At�1ITPI I Sx,@. EarthCfty,M099645 __ -... For Here t#artmtan see trm 14618 tai oases Paso and these vet a{tey, A4PVC, vay.alpeuvtwcaq TPI, Wa tp't•argl Sato, lnnwtOfY'Rdv9'MY.arA6 TCC wv]rcanFenrn 0 F11 .• lilt w«.•�;•�Z+ 1 InO/2014 System 42 Ply t® Ply Connecti ®n Detail Using Simpson SDS25600 or SDW22634 Strong Drive Screws or Equal, Max. Concentrated -oad per Chart Below +fear �x gN e� �ctlar na. 11V jletHr. tmnnl Veb Sere. Latatmn Apply screws to top chord within 12' of the concentrated load tocation 4 4' o,c,, min, evenly dlstributing then to each side of the concentrated load. A maximum of 6 screws 7_ may be applied to the top chord For each concentrated load. 1 1/2" For double top chards, evenly distribute the screws over both top chords, using same spacing guidelines specified above. The max number of top chord screws is 6 per chord member for a total maximum of 12 screws. If the concentrated load connection requires more screws than 6 per top chord member and the load is located at a panel point where webs intersect the top chord, the remainder of required screws may be applied to those webs below the concentrated load location evenly spaced @ 4' o.c., min, keeping the 3' min end distances. Each additional screw is worth 560 lb for DFL or SP webs and 400 lb For SPF webs, 4 of Screws Maximum Concentrated I Load (llos) (L00 130 o.c. Spacing (inch.) DFL &SP SPF DFL &SP 560 400 2 1120 800 3 1680 1200 4 2240 1600 5 28c0 2000 6 3360 2400 7 3920 2800 8 4480 3200 420 _730-40 3600 10 56c0 4000 11 6160 4400 i2 6/20 4800 Refer to Atpine seated drawing for individual truss design. Load Applied to This Ply 3 1/2 ' �1 3 - --°-°- 1 /2 ' � , Truss Member (ChrJrd Shown) 3/4' Screw Position in the Truss Strong-Drive Screw Max. Uniform. Load per Chart Below 1111111 For single top chord, see chart below for screw spacing. For double top chord the screw spacing may be doubled (but may not exceed P4` o.c, per chord) Screw spacing shalt be ofFset by 1/7 the o,c, spacing in each chord. Screws need any apply to the extents of that loau For chord sections supporting less than 100 ntf apply one screw at each top chord joint .ocator, General Notes, 1, Screws centered along the 1.5' dimension of the 4x2 member, 2. Minimum end distance of 31. 3. Screws installed with head in loaded member. 4. Gap between plies not to exceed 1/8'.. 5. Screw location may be adjusted up to 1' to avoid conflict with other, hardware or, to avold lumber defects, 6. Do not install screws in areas where lumber wane exceeds 1/4'• 7. Equal toads from both faces or loads that are evenly distributed to each ply do not require connections per this detail. 8. For 3x2 members use Simpson's SDS25412 or SDW22500 screws or equal. 9. Contact Alpine for special connections not covered by this detail. -- -- - Top Chord Screw + - -- - — p Ka xi umm l;niTorm t.o�o o.c. Spacing (inch.) Along Top Chord (1,00 DF ) TC LL PSF DFL &SP SPF _ 4 1680 1200 6 11210 800 8 840 600 10 672 — 480 - - -- 12 —. 560 400 14 -480 342 _ -- GPI1 11 —"��L� *�iS Refer to am ISCA -E Far standoff ptam poateafs. 16 420 18 1 373 266 — 20 336 240 218 — 22 1 -- 305 24 28C P 0 0 11/20/2014 WWARMOOM KAL An nLLW ALL WTCS rN Itas MvtFlw "WMTMT" F'u*= Tt= LRAVM Ta ALL Caii1mma IMMUMS TIE ROTALLEL6. TC LL PSF REF SY4P L'onnc•ctiG Trusses rsqutrm extfene Coro in FaaNca"Q. nemame, shlppg�p, petntl'mg ae:d Eras (eeftr m ara faUO► tra totest eahtan of stsf *W(WN C.Mp al Safety t•rt'a+aeaHan. Dy 7F2 ar.ar S$CA) Far safety R p �j TC DL i'Sf- DATE 10/01/14 %`.. pracikes prlar to pofiorNng these functima. Inaialtefa araU provlr� tenpwary ero pof SCSI. "tea y aSft> P�'i e•" �.••:' dip °'..!yfi BC DL PSF DRWG CNSY42PL 1014 0*11c e ftP"kse.t�ft�Wd C44WO L f�' PW1%rAM% tw%i rVa`n *% UP 0 a arw�t "� � � an V ➢.�tt Det ".°�ess°F�wt o1 °rte to Cart Fare ' N6.22M i BC LL PSF GPI1 11 —"��L� *�iS Refer to am ISCA -E Far standoff ptam poateafs. AN fTW COMPANY A4V". a oivWs UP ITV gOer* coupe to ereup Ix, afu r.ot ae rota ss;atr For a+� aicvk V— ws ditvota, of fugw, to AWtd the truss to Caftrw, rrca din MW,p •I L or For handony s na. TOT, L D.. PSF • 13389 Laakefro+s Onus taRatbr. 5 bftWng aF tf�esses gr A .anl an Ufa lei P`t " tla. obaH� "Cotes oec 100" aF pmtess1aal y n ^ me atdtohlilq arN "M 0, aa, dM*Q Fbr��e iFa re NtY of 'mho CZ, ' Pe►' M�L7PI I Seca TE dF } q � 4f + DUR, FAC 1,00 Eartlt q>)I. ASO 63U4S Far .sore btfaaa•attw .ee tom. +•s prat Hate. and true .eo .,te. AY.PI, ew.al te.cay TpH • ».tptr Ftor� Siva weshc .mom ICC �warkrrsnFemggd ,OR10,,.••' SPACING 11/20/2014 • SY32 /SY42 PLY TO PLY LSC CONNECTION FOR DOWNWARD LOADS ONLY Unif0rm Load 0, t110 n Max, T.C. UNForm LOG; (plf) Clip Spacing Along °- ». a.. Tno Chord SP OF ! Prmf _ �QeM`« 935 1 910 595 121 ox, 625 540 390 19” o,c. 470 405 295 24' ox- 3r5 325 235 30• ac. Maximum i..SC :spacing is 30' o.c Concentrated Load . Ada Uc_ation, Load applied to WS ply Note Instal( LSC aai jacen t, equidistant, and not more than 6' can each side of concenara ted load. Refer to Atpine seate d drawing for individual >•11W�d7 ATHIS��Y�MRi�IA��LKl11�S 71& ��AF,4.Fi1S. lvwsscs raqutre axtrene caps M harito'0. hnnoptn0, ® MaeattMlp and bPaeb�g. i2afar to ass Halter t++a retest e•tlnn of SCSI tltandMB tt SnFaty l�ttan, 6y 4PI a.wl SBCAD Fn• saFety `�( �\ Rprrnneveaa pr tnr to parfoPn4tg theca furxtlana. tnstollera 51,41 prays tag "arY �aeHg par 9CSi. Uhiacs rmtee atuaPri&a, tap ehwd &sell have praperly atue" str�iwrnl aWxath#® ortui Wtum _ �QeM`« &hall have a prapery atMCheai v Po1 C00'O, LOM%lanc sham far par!eanant latarat reatraft at reka ahal4 Pave prmc�y �at" per ubo lira m Ha, 87 mt 810, as app"cWo. Apply pintea to oath Nh of teas a mt pat,'iis oa cuts skate aCg te t� ,iafni �tn;ic wde&s nateai otParrra • c No.22839 Rrfer to oPmt�a II3Ilf4 -d far cta.wtartl wale paNtiana• AN ITw CONOO NY n e6btNas of tYtl m.adv� Catpanents ��yo Ihe. chair not as raapnn &sets a abvtat� Fro. teas obaw� nny FaNwe to a,�a tse tr�c M Cmifarnasee Nth aNSISflit 1, an Far ha+gy as4p�p, -\ tmtallat�n krae� of traaaer A deal on tlilc aYseY® at' cover ll¢� � tieNr•, Y�atee aeeePtonee of pP � eat aNr m a°`Pe �°*r a �n"wsvmt i s� ar° �� Eaft l odw 'MO far Hare isParnatsian &ea cute ,yao's Qvra t setae papa a.d V w tea wills, 6-PM rbeatWseit9.eana TPI, ew.taRlat.orol SMO rr ftmt6rtrvarai tM.. rw.ieeaaPe.m OR1o.• Instatlatior Instructions; 1. Position and attach LSC to tocaded ply with (3) rafts into narrow fat-c- 2. Bend ctip over ad jacoe)t ply avid a t taeh with (3) 0.131'x1.'° rails into wire face. LSC42 for single 4XP c ho�,be, I St „3r for c;;noi:? :axe LSC42--2 for s taLked 4xI' chor•a's l_.SC3e- -e for stac-.ked :axe chords tru ,s design. S DUR, FAC. Aili- 11/20/2014 RFi= SY42 Cvn,icction BATE: 10/01/14 l,RWG l SCSYX2A' 01 4 k OPEN g 5' 11 " BEARING _ 1 � COLUMN FT4 _1� _ BEARING AS NOTED, SYSTEM 42- F,24"DEEP,24 "O/C,65# FLOOR DESIGN (40- 20 -5), REVISED 11/19/14 REVISED 12/2/14y -� 5/12 ROOF PITCH,2X4 T /C,45# TILE ROOF DESIGN (20-15-10),1.25 D /F, 12 "0/H,150 MPH 1. CHANGED ROOF DESIGN WIND VELOCITY UPLIFT CONNECTION,ASCE 7- 10,EXPOSURE D,RISK CATEGORY II, TO TILE ROOF ENCLOSED BUILDING,UPLIFT LOADS BASED ON 8psf DEAD LOAD 1. EXTENDED UPPER ROQF TO COVED, EXISTING `ii % d, 20'1" CJ t J G G, O CJ CJ� TZ i T3 0� � U iv _5 ° F SV. Y3 Z T2 5 y�Z cl 009 O' Z$ a91 W ` W � > CJ OOC%, J I CA 11J v � ;Na,3 (D E V N � L: m 1 �� i U Q 0 1 20'1" JOB NO: 14 -0593 PAGE NO: 1 OF 1 OPEN 4'2" 5' 11 " BEARING _ 1 � COLUMN FT4 _1� _ Revisions for permit number: 1499 Site: Anderson Residence 7810 Aurora Court Cape Canaveral, FL 32920 Contractor: Charles Boyd Construction to FSS,�N A- HAROLD BERGSTEN, JR P.E. FL P.E. # 43670 PHONE: 321 - 508 -4266 ADDRESS: 14363 WINGFOOT RD ORLANDO, FL 32826 CONSTRUCTION REVISIONS APPROVED BY ENGINEER: 1) HOLD -DOWNS AND STRAPS SHOWN IN -DETAIL 7°, MAY BE OMITTED FROM IN -WALL BEARING POST. UPLIFT RESISTANCE IS NOT REQUIRED BY TRUSS DESIGN AT THIS BEARING POINT. FIELD INSTALLED CAP AND BASE CONNECTORS ARE SUFFICIENT. 2) PRESERVATIVE TREATED LUMBER USED AS FURRING AT INTERIOR WOOD FRAME WALL AREAS CAN REMAIN. TYPICAL GALVANIZED STEEL CONNECTORS USED ARE SUFFICIENT TO RESIST CORROSION. MOISTURE POTENTIAL IN THIS AREA WILL BE MINIMAL, IF ANY, TO RESIST GALVANIC CORROSION. PGIOF1 Revisions for permit number: Site: Anderson Residence 7910 Aurora Court Cape Canaveral, FL 32920 Contractor: Charles Boyd Construction F- BE, It I If T� ',RIOP'•��` NA1- E� HAROLD BER N, JR P.E. FL P.E. # 43670 PHONE: 321 - 50814266 ADDRESS: 14363 WINGFOOT RD ORLANDO, FL 32826 CONSTRUCTION REVISIONS APPROVED BY ENGINEER: 1) HOLD -DOWNS AND STRAPS SHOWN IN 'DETAIL 7", MAY BE OMITTED FROM IN -WALL BEARING POST. UPLIFT RESISTANCE IS NOT REQUIRED BY TRUSS DESIGN AT THIS BEARING POINT. FIELD INSTALLED CAP AND BASE CONNECTORS ARE SUFFICIENT. 2) PRESERVATIVE TREATED LUMBER USED AS FURRING AT INTERIOR WOOD FRAME WALL AREAS CAN REMAIN. TYPICAL GALVANIZED STEEL CONNECTORS USED ARE SUFFICIENT TO RESIST CORROSION. MOISTURE POTENTIAL IN THIS AREA WILL BE MINIMAL, IF ANY, TO RESIST GALVANIC CORROSION. PG1OF1