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HomeMy WebLinkAboutBLDG PERMIT #12303 (Hurricane Shutters) Unit #1-1 Date:— CITY OF CAPE CANAVERAL Tracking# 15 -0(0111 RECEIVE--o BUILDING PERMIT APPLICATION Permit#� 2 3 03 1�N 2 9 In (321)868-1222 City of Cape Canaveral Building Department -7510 N.Atlantic Ave.-Cape Canaveral,FL 32920 You may download this application: www.cityofcgWcanaveral.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 indicated 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 pennit,unless indicated otherwise by affidavit. I.D.may be required) Address of Job Site:_ __7605 ridgewood dr 31_Zoning classification: Flood Zone: Legal description of property: TwN: RNG: SEC: SUBD: BLx: LOT: PB: PG: Property Owner Name: VADIM RYGALOVA Phone: 1-701-213-7159 Address:_ 7605 ridgewood dr#1 CAPE CANAVERAL FL 32920 Fee Simple Titleholder's Name(if other than owner): Address: Bonding Company: Address: Mortgage Lender: Address: J Type of Permit Brief description of work: Building INSTALL HURRICANE SHUTTERS Electrical Plumbing Mechanical Other Type Of Square Const. Occu- FPL lines City Sewer #of #of #of #of #of Valuation of work Building Feet Type pancy currently available Concrete/ stories dwel- bed- water under (IA, Classoca available to to serve Asphalt ling rooms closets (Copy of Coutnct Required) (please indicate as roof VB, -tion serve this this Parking Bulb applicable) etc) (B,RI R3 Property? Property? spaces etc.) Yes/No Yes/No Commercial i $ FR $ Townhouse Apartment $ x Icondomini $2379.00 ther $ Architect/Engineer Name: Name of Company: Address: State License No.: Phone(office): Phone(cell/pager.): Fax: Primary Contractor Name: Name of Company: Address: State License No.: Phone(office): Phone(cell/pager.): Fax: Electrical Contractor Name: Name of Company: Address: State License No.: Phone(office): Phone(cell/pager.): Fax: Plumbing Contractor Name: Name of Company: Address: State License No.: Phone(office): Phone(cell/pager.): Fax: Mechanical Contractor Name: Name of Company: Address: State License No.: Phone(office): Phone(cell/pager.): Fax: Specialty/Other Contractor Name:_DON JOHN_Name of Company: COCOA BEACH SHUTTER_ Address: 5005 OCEAN BEACH BLVD COCOA BEACH FL 32931 State License No.:—SS-65 Phone(office):321-783-2211 Phone(cell/pager.):_321-917-03321_Fax: N/A 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 Im act 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 Authorizations: Record will be kept on file after initial submittal State License 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 insp. 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 Suppression/Sprinkler/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 PRIOR COMMENCEMENT* Contractor's Name: DON JOHN _Contractor's Signature. Date: (d I Site Address:_ For Notary use only: State of Florida,County of Brevard / Sworn and subscribed before me thisZZ of 20/5,by Zb� Printed name of Appant who produced identification: or C/ � is personally known to me. .r MY COMMSSM R FF 11 66 Seal: ', ttwwea t�ru raa;y Pul>hc tkiEearrMars Cocoa Beach Shutter LISC# ss-M Estimate/Contract 5005 Ocean Beach Blvd Cocoa Beach, Fl. 32931 Date 6/19/2015 Phone 321-917-0331 Phone# 1-701-213-7159 CELL # 0 e-mail cocoabeachshutter&H.rr.com Fax 0 E-mail VRYGALOV@ GRA.MIDCO.NET Track WHITE Hood WHITE Slat WHITE contact Name phone Name LAMA (� G A16 v Address 7605 RIDGEW D AV # 1 Complex 0 City/State CAPE CANAVERAL State 0 Zip 0 INSTALL 4 ROLLDOWN SHUTTERS. INSIDE MANUAL GEAR OPERATED nag $2,643.60 * INCLUDES ALL DISCOUNTS AND COUPONS, discounts&coupons ends 7-15-2015 TOTAL W/DISCOUNT $2,379.24 * All shutters meet Florida Building Code All stainless steel fasteners 1 yr warranty on labor 5 yr warranty on material Price includes installation and sales tax DELEVERY/3 TO 4 WEEKS APX Owner, Don John, 321-917-0331 Net Price $2,379.24 price quotes are guaranteed for 30 days Permits $100.00 ACCEPTANCE OF CONTRACT VADIM RYGALOV9135,E 1717 1,239.62 SVETLANA RYGALOVA ! �** PH.701- -7 4-7-0051 f O Z 815 DUKE DR.APT 403 LA I F.1, --- __ GRAND FORKS,ND 58201 J $ 2,3 9 6 2 239.62 PAY TOt4 THE LHE ORDER� kw r', lre p V�I1 f. u1(3 Alena Life FINANCIAL s�nuc J � 1 MF,MO CLQ ---- ----------- -------=AP i:09L300L591: L06S- 281ill' 000 �rs« 0 o � Fj0� �o J �'tRh1177'N,b 1 A e canav"p P Pi -a� QFF/CE copy Rev,cwofttlicpan � L'��C3�.�.CL1(nr'eYyem,r3�, Of17R VIO� rVI �in"ce;OPr 318jp4 Florida Building Code Online Page 1 of 2 an Business & Wessional Regulation fr G&,da Depamnenta 80S Hone log In user Registration Hot Topics Submit surcharge stats&Facts Pubikatbns FOC Staff 50S Site Map Links Search Busines ( � Professitn I � ProductAUSER:public rpproval Regulation Product Aporoval Menu>Product or Aoolicaoon search>Application List>AppBcation Detail FL* FL16903-R3 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley*eastemmetal.com Authorized Signature Bill Feeley IrodriguezOeasternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Walter A.TIIIit Jr.,PE developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL16903 R3 COI ASSA CERT.OF.1N. Drwo14-012.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201 202 203 1994 Equivalence of Product Standards Certified By https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZNm8Ej... 6/23/2015 'Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/18/2014 Date Validated 12/18/2014 Date Pending FBC Approval 12/26/2014 Date Approved 02/23/2015 Date Revised 04/28/2015 Summary of Products FL* Model Number or Name Description 16903.1 40mm ER Slat Bertha Roll Up Extruded aluminum slats Interlocked together thru Hurricane Shutter-Drawing# knuckles and retained by tracks to provide hurricane 114-012 protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL16903 R3 II A.S.S.A. INC. DRWG.14- Approved for use outside HVHZ:Yes 012 4 mm N.H.V .Z. f Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:+45/-45 Created by Independent Third Party:Yes Other.Missile level"D"wind zones 1,2,3 and 4(basic Evaluation Reports protection only).A.S.D.Pressure rating: +45,-45 p.s.f. FL16903 R3 AE ASSA PROD.EV.REP Drwa14-012.odf at 16'-0"span and+120,-120 p.s.f.at W-30"span for Created by Independent Third Party:Yes Slat 1 wall mounted In concrete.See sheets 7 and 17 thru 19 for otherspans and loads for slats 1 and 3. 8nck Nekh Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850.487-1824 The State of Florida Is an AA/EEO employer.Coovnoht 2007-2013 State of Florida.::privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mad address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395. .Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The smalls provided may be used for off"communication with the licensee.However email addresses are public record.If you do no wish to supply a personal address,please provide the Department with an email address which an be made available to the public. To determine 8 you are a licensee under Chapter 455,F.S.,please dick hem. Product Approval Accepts: ®®-® wrurih.,u nus https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZNm8Ej... 6/23/2015 W s W m � a o Z ° 0 D N g, g , lip rn v N W 1 m ► 9 • • +� R W D rn _ - Imo.. t� 1••��� Wvvv_. all 6 O I NUNS1A 11 FCW p�y4�i 5 461 ma ,o Ign iq ao •+„� meg_. T it a : !'T _ � 91 ! s GG ora o fel �� (.�1 � ^� S fa �.s. -1� N N W♦ �� N 566 3296' .351 294x' .lee' a4Y- .799' .942' gg .ur uvr' � .nr .ar ,116• '�)• a .140-- [.050* 1. .0007 1.2 �. .2N 344• 3213• 1. .i t$' a69- -361' 3DY IfT , .062' 1'675• .061• � „r .i,r .l,r .1fY .990- 1.189' Oj �Q$��SLAT ®SLAT 1►-Q= H4[s[t/9CREf Bass O &ASE SLAT 19r SIDE RAIL TYPE 1 ©SIDE RAIL TYPE 2 9963-r9 Maiuww uaaY 000-m wU/MW Aum �961FA KIONYY IYOI .D86' 6063-Te ALUUMN ALLOY ACME 1 1/27-1• SCALE 1 1/2•-1- ® A93s• snu .LSO.OD. --1 ���` .,p• - .165'IA 976 _ 3fi _fp �L'�^�J `_7385• �.J. 1A83' $ ^f -590• - �,� .260'O.O. �.14r q62' 2 - , I �-�.1. � 165•t.0. . .11e' I � •3Q5' 7q 9t3• D70• ®' 1D�� 11 /6-32 v 1994•A61 410 S.S:SCREW W/0.31•R W K%VCED HEAD#t-O.Oh i aero• HOIIOUIfeC U49M W/BER" O SNAP `GAP y.Y.DWRASMD coolli0 SYSrt3L AS YNNFACTIRIEO �8 EMD CAP W�MONOUTHIC SCREW �EXTENDED SCREW SLEEVE BY APPROVEQ C -14-4 AT4[X/aDRA REf D WRH A1�a1r6M A1inY SLEEVE QFFT SHOWN. RIGHT IS MIRROR) W/O END CAP AMERIGW STurrER ST51E1(AssoatT1o61 leao NYLON,76-76 TYPE b-9H0RE WJMMS$ RIOD WdDK 76-78 TWEE V SHORE HAIWlh 11 $CREW O EVERY.OTHER SLAT, INCWDING BASE SLAT FOR POURED CONCRETE, GROUTEP BLSIC 3 WOOD tNSTALLATIQNS rm> r-3.aao•-1 B.0 TUBES k h f 3" 2 0.125 3.DI00• 3.01001 3" AX, 0.125 I L ®(xi61>,I 4" 4 035' 1_! 3.000—1 BUILD-OUT MOUNTED TUBES aLDc1( MAX. 13 TRAPPED ANGLE Q , TRAPPED MOUNTED TUBE TO 6063-T8 ALLetW"ALLOY eo63-Tp}LieYWM Aj1pY -' MULlJONS b h COMPONENTS 1 N.T.S. �111:11O1:tWUrry 4' s" 0.25' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 4" 8" 0.25' o m,s n1Fm rc. 40mm ER SLAT BERTNIA ROLL-UP HURRICANE SNU1TER CPA"er MUWONS = EER. ES C�6NC. AMERICAN SHUTTER SYSTEMS ASSOC.,INC. 6063-TB ALI1M66111 ALLOY -:.A••, •Q`' 711N 76S2R19 DATE !10106tlJA610 CO61PANT 42M NES11lN06 ORNE ,me�•aw>4.i m-.wra awe0.0.aw War PAW GE4W.1L 37107 •s '• F 1�,r.k.meq` :1Wm,m-uW.r":a m,-,n, AA1He:(nA"-zm FAX,(x112a9-e6eo 14-012 m ED-000071900719 .roP 0aerl9 m� ®e. 99ArHo w rei2iAA 1 — 1W]ER A at 67� ovvra otvRf. SIEEr 3 OF 29 �ta 2 11Rs:4 � 2. A 'M 'lot ,MA t.MA 4:1.IP s 45 8i 45/S HOUSINGS 4- 4 90 HOUSING STRUCTURAL COMPONENTS FOR.OPERATING SYSTEM 8 SIDE/ENO CAP(CAST AUBdN") HOUSING,0.040-TICK SHEET METAL (3105—M14 OR STRONGER) ®—SIDE RAH. 3/1s"ALummm POP RNETS(e Rwo EA SIDE CAP) : 2 O TOP,2 O REAR 20 BOTTOM j� 43'CHAMFER # SHALL SE CAPABLE TO SIIST11N SIAPS AS APPLICABLE WEIGW AND ASSURE urnNG mmmisM 10 END CAPS: (SEE wres 10/1 & 11(6)/1) e`��`��.•`HI" •.��ly''.y FLORIDA BUILDING CODE (Non High sVne�lo�city Hurricone Zone) •V % 02014 OUero 010. 40rnm ER S,AT BERTHA BOU.—UP Y.L BOX STRUCTURAL COMPONENTS AND ASSEMBLY DETAIL a No I HusE 0M"'°' k: 1�. rS�►0 t Mc. AMERICAN SHUTTER SYSTEMS ASSOC.,INC. 0/13/14 (SEE NOTES 10 & 11(b) ON SHEET 1) E o'•,/ 1 TaLff ""' 001"�N� * +� aa� CAN +ITQiCtI'i!:� ars.aw a s.s_,�...e.. al.. resr Pay EAON,n.3340 (�-am FM 01)309-&M 14—o1z FF00M2/Y ons wlr ova OR"v"■e bm> 1MUkR A 11LLR Jr.,PL SHM 4 0r 29 � \ Ue. 441e1 IN111 e ° Z ^ dY N N v O ° Cot 0 MAX. ROLL UP SHUTTER HEIGHT r^ 0 0 0 0 0 0 Z O � y A y e • � a�k' o `r 4`�at`�,�i'!'il JfP11JJJs ' O � 9�j O � h��• i MAX. ROLL UP SHUTTER HEIGHT = A5 =27'—O' n Nil € T ° A 9fR \ — -- N Qtl � f*1 qf O- 0 •, 6 Is o t v N z N MAX. ROLL UP SHUTTER HEIGHT Jim o 1 n a 0 IS aN POURED CONCRETE OR ANCHORS MTA.EA. GROUT FILLED CONCRETE (SEE SHEET,)AND SK BLOCK WALL.REQUIRED / SEE FOR ON SHEET 1) SPACM 00 SHEETS 20 THRU u POURED CONCRETE M11.ELL \\\\ 1 V'�j (SEE MHMLIFJ CROU<filFD CONCRETE QiH I (SEE SFIFF7,)AND R POURED CO"CRElE� . SEE Son" BLOCK RWtNRm 3 SEE SCHEDULE FOR EESHEET t)AND kw FA II1/4'• 1' SPACM ON SHEETS HEX HEND TIX 20 TH823 SEE SCHEDULEFOR OSEET t) SCREWS $PACNG ON SHEETS O 4'O.C. II e (SLAT®) _ M TIEN app 1!J(NERD TEK OR (SLATT) ) YN.E.D. SEE sIEEr, _ ( SCREWS (siE 5 D K m (SEE SCBE $PAC=CN SHEETS (9EE�»D LA —-i C 4'O.C. oN SHEETS ON S M 1) 20 TH U 27 J 4000' 17 THRU 19) © 5 Q 1/4'•x l- OPEN HOLE V 1 y 4 L THx H w/ WALL MOUNT MOUT FILLED CONGRET6 OPTIONAL AD 4-Or- srAocERED w/ INSIDE/TRAPPED MOUNT 8Uo=WALL REQUIRED TET<SCRErR INSIDElrRAPPED MOUNT (REVERSED) SECTIONS P-P(PLANS SIDE RAIL CONNECTIONS INTO EXISTING POURED CONCRETE OR GROUT FRIED BLOCK (AS APPLICABLE) BuILDourMouNT CJ FMULLK)NS - MULLIONS •' --------- - - ' /------ ; rDPT1 WALL �K71ONAL 1 1/4'♦x,' 1/4'•x t' I t HEX HAD TIX i l I HEHEM TEX HX TEM TEK I SCREWS i SCREWS i t 1 4-{x t' 1/4'0 x 1' CO 4`O.C. O 4'O.C. ,.j HEX/IffAD lEK I HEX HM TOC 8 8 i 8 ' E ' 8 t 8 E4 O.C. 01@ ) - 11 1 ---�t Q•3 7 QoR 8 8 aR© 5 OR 8 1 •� 5 OR© ©OR 5 SECTION Q-Q(PLAN) SECTION Q-Q(PLAN) SECTION R-R(PLAN) SECTION R'-R'(PLAN) ORIENTATION#1 ORIENTATION#2 ORIENTATIONS#1 6112 ORIENTATION#2 FACE MOUNT END MULLION FACE MOUNT END MULLION FACE MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION `TTHpeHHHlb,pFri SIDE RAIL CONNECTIONS INTO MULLIONS P•''' = I FLORIDA BUILDING CODE (Non Irgh Velocity Hurricane zone) N.T.S. 020,4 XTFCO PC. 40EEwt1 Ot SLAT BERTHA ROIL-1P M.L No.44167 _ ,� HIRRICw swiTnm DRAWN W: IL ECO IIMe. AMERICANSHUTTERSYSTEMSASSOC..INC. OZ/13/ END RETENTION SYSTEM : �..•"/'`` K$T MlY BEA01.FL 55107 14-012 „•.• L_: am,5n_,m,w.: m m_•m pm Htl �• 4-rn00:tm..wea.wm R+OMC(E77fN9-zm TAL•(�OirfOG-670D .n..• ��`� m--0OOs7t9 ar �. duwNOw ,y('•.j - 'tlL1Eie A TW,•M.P.E 4es M/E7 WEZT 11 OF RO SLAT (1) PERFORMANCE CHART GROUTED CONCRETE BLOCK SLAT PERFORMNHCE CHARTS IR. Ib k INa:jONLY VALID FOR Wr SLIP) FORA GWEN A:S.D.DESIGN LOAD(P•e•0,PRODUCT MOUNT CONLMION INCLUDING ANCHOR TYPE . CHART Is. CHART Ib CHART IC UK WAN"wmx B rom:Z D.UND USEPOSIX —1 IIt21YIN 31B•O HILTI KINK HUS BOLT ANCHOR + WL ILIO No IVH(.NKAT sm BREOUIRED EP X A 10 OEM.S.D. •�JN1L' 'LJIAIL' L.DIO WL Olwn r r r n..o-.our Nu nw�m Kw-w - euea•aur r u►0-w TO�OF MAT (v40 flue Iwo rw v +V v wu�r/ lwfo waert V/ ow w IV sws 4a,wws O s e a s a s mwms swiss .."Nam t 30:0 u'-r i+•-r a'-lt• e•�- 11'-0', r-r la-r.. r-r r-r e•-r T-e• r-ir7 11r ]5.0 it-r 1s-r r-o• I'-w fol_w V_r r'-r r-e r•.r r-r r-w e'-e 71/4' 40.0 +r.r it r r-a• r-e r-4� r-c- o-o• r-r e-r r-1r r-e• e-r 7,/4• 4S,O ir-r it-r r-W r-o• e'-1r r-r r-e- a-r r-w r-r W-r r-r 71y4• LK1,0 II'-1• id-r r-e• r'-r' r-r r-x r-r r-r e•-e' a•-3• W-11• W-v a i/4• 55.0 10-r r-r r Y r-4• I r-IW r-r 7'-4• s•-e• r-r 51-1• V-0 r-r s 1/4• /0.o r-r rte• r-10• r-0• r-r r-4• 7-0• v-r r_• Y-11• W-e• r-r 7 4 SU r-0• le-or e'-r W-Ir r-r r-r e'-r r-r r-71 v-1r a'-3• 4'-n• 7 i/3• r-r r-3• I e•-C W-e• r-r r-W W-4• r-o• r-W 4-r r-o• 4•-ir 7 va• r-w r-r w-r W-r e•-V r-r s'-r V-1r r-1r 4'-r W-n• 4'-r r-r r-r e'-r r-a r-r r-e• r-o• 41-V 4•-#' 4'-e- 4•-1r c-r 7 W r-s . ria• - _ _ _ s-s• 4•-e• - - - - e aro• Y00 7•-r r-e• e'-o• W-r YS,o r-0, r-r 4'-11• 4'-r e SN IOU r-r.. e'-4' /D50 W_r r-a• - - - - 4V-e' 4•-O' - - - sax 110.0 r-r W.I. - - - - 4'-e• r-it' - - - - e ero• SLAT tf r-e• s'-r - - - - s'-r r-1r - - - a e/e• ~��� 1 r-r e•-m 4'-r s-r e 5 C� * _ _ _ _ _ _ MAT SPAN DEFINMW 1.ABOYEINDICATED,MAX.SLAT SPANS MAY BE USED AS TANG AS ANCHOR SPACING SCHEDULES ON SH; 21 INDK'ATE THAT AN ANCHOR SPACING S AVAILABLE FOR THE CORRESPONDING SLIT SPAN AND AS.D. DESIGN LOAD. Z. REQUIRES SIDE RAMS FAS IED TO EXISTING STRUCTURE WITH 3/8'I ML71 KIM(HUS BOLT,5/irn TAPCON M.5/16-a ULTRACON OR 5/16'♦TAPPER+XIRM ANCHORS INTO GROUTED CONCRETE BLOCK OR WiTH 1/4'0 HEX HD. FNM SELF-DRe1 TEK SCREWS AT MULLIONS CONNMQN.VALID FOR WALL MOUNTED,TRAPPED MOUNTED,AND BUILD-OUT MOUNTED. 3, MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPMATbN BETWEEN END VALUER 4. MIN. SEPARATION TO MASS FOR WIND ZONES 1, 2 B 3 IS 1'AND AS SHOWN ON CHART M7 FOR WIND ZONE 4,PER ASTM E /SSB. END RETENTION SYSTEM INTO GR MIED-CONCRETE BLOCK �e�L1L FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) :yaP '�%CEiv'SF''J�/'i o20u nuew we iOmm ERU ROLL-UP ANE SHUnTA OPAW BY. IL EG O IMc. AMERICAN sHvrrER SYSTEMS Assoc.,INC. 07/'3/'4 • Gy n+rt inner a oarwr 4M WESIRD s 0" a7E *� Ater MA scat n_33107 o' ATE :L ^"- ust m- ••• Nero m,0.n NIOIE:(677)000 2772 FAX 04I)mG-&W 14-012 •o n•. a .-meS:Ill.eoeoo�.00m wAI►K w e T'P srna r.71yR.t_P.e e1n7 fe or p