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HomeMy WebLinkAboutBLDG PERMIT #11498 (appl & plans)V V Date: Z CITY OF CAPE CANAVERAL BUILDING PERMIT APPLICATION Tracking # Permit (321)868-1222 City of Cape Canaveral Building Department - 75 10 N. Atlantic Ave. - Cape Canaveral, FL 32920 You may download this application: www.cityofcapecanaveraL.M. You may fax to: (321)868-1247. All applications must inclu�e 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 permit, unless indicated otherwise by affidavit. I.D, may be required) Address of Job Site: .62)11zer Zoning classification: Flood Zone: Legal description of pro5erty: TWN: — RNG: SEC: SUBD: BLK: LOT: PB: — PG: Property Owner Narne: 2 Phone:,W.2- Address: Fee Simple Titlehol er's Name if other than owner): Address:' Bonding Company: Address: Mortgage Lender: Address: Type of Pennit Brief description of work: AO Building Ap-, ek Al�>41Y -e A" 11" de4?!t- 4cwt- Electrical IrLoe-Ir- tic_ Lit Plumbing A&�" C21 Mechanical Typeof Square Const. Occu- FPL lines City Sewer # of # of # of #of #of Valuation of work Buildin g Fee, Type pancy currently to available to Concrete/ stories dwel- bed- water (Copy ofContract Required) Name of Company:. under (lA, Classifica available serve Asphalt ling rooms closets (please roof VB, -tion serve this this Parking units �rb�er. Name of Company: D_e� indicate as Address:,Zg/3 �h&,J State License No.: 61�6 /53 7& etc) (B,R1,R3 property? property? Spaces Address: qLj 3 o, Af /,1&7 elry,-7 ZL-elLv, 'r,"e: .. Z�z, 3,5, 0j applicable) : 3ZL7 Lk�p�P on State License No.: RFO -331 Phone (office): h 6� (cell/pagei.): Fax: 321- etc.) Yes/No Yes/No Commercial $ SFR Y425 Ye_!; fo-wnhouse _Tpaj�mcnt $ jCondom�niurri d t er --X-r—chitect/Engineer Nam e: EX'V6 6rtFF/A_ Name of Company:. Address: . State License No.: Phone (office): _42L -6 32--j(,i/?Phone(cclI/pager.): Fax: Primary Contractor Name: -Aegrl,09 Name fCompany- LAnAve-e-1616i, Address:,—/;!. Z, 25 State License No.: hon (o ice): hone (cell/pager.): 41 ?,1- JOL F ax: R-evW Electrical Contractor Name: Name of Company:. Address: -3-rA6t PIZ' Fl, State Licen NeZo- �4Fe_� 43QQ22 -(office): 32,1 - 76�9- -OWPhdde (cell/piiger.)' Fax: 3z_1 - 7ZS'- 5�473 Plumbing Contractor Name: ix"� Name of Company: Te AimL26 Address: Z 0 e!5jv,,e� L-jv,2, X '32AP 9� State License No.: 64'� OVA 7- fo?- P fe Phone (office): Vj- 251- Z hone (cell/pagen): Fax: Mechanical Contractor Name: J��f �rb�er. Name of Company: D_e� 14 1) Address:,Zg/3 �h&,J State License No.: 61�6 /53 7& I:i,/, 37-?S�_ 4 s- Phone (office): 3ZI, ZY5 - 2-433Phonc (cell/pager.): Fax: _3V Specialty/Other Contractor Name: Ze_cq�5 ;3RY*l Z,7 Name of Company:,� &,W.5 Address: qLj 3 o, Af /,1&7 elry,-7 ZL-elLv, 'r,"e: .. Z�z, 3,5, 0j '773­C12K : 3ZL7 Lk�p�P on State License No.: RFO -331 Phone (office): h 6� (cell/pagei.): Fax: 321- tfld�,, Dcpt.] ojiil�'Buddiiwl Mw', 10, 2012 IMPACT GLASS, panels or c�-Jiutters are required on all new windows and doors vjth glazed openings. REFER TO INSTALLATION DETAILS FROM MANUFACTURER OF WINUOWS AND EXTERIOR DOOR(S). THESE DETAILS ARE TO BE ATTACHED TO BUILDING PLAN. ALL NEW WINDOWS AND DOORS TO COMPLY WITH WINDLOADING REQUIREMENTS AS STATED IN FBC- REFER TO WINDLOADING CALCULATIONS FOR THIS BUILDING. USE MANUFACTURER WINDOW AND DOOR SIZE CHART TO OBTAIN RUF OPENINGS. PLAN DIMENSIONS ARE FOR LOGATION ONLY. VERIFICATION REqUIRED this note applies to builder, owner and all subcontractors ALL DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED. VERIFY THAT SLAB HEIGHTS COMPLY WITH LOCAL CODE REQUIREMENTS (FOR ABOVE ROAD HEIGHTS, DRAINAGE AND SEWER CONNECTIONS) VERIFY SETBACK COMPLIANCE BEFORE PLACING CONCRETE. VERIFY FLOORPLAN DIMENSIONS BEFORE BUILDING TRUSSES. VERIFY WALL HEIGHTS BEFORE BUILDING WALLS.. ANY CONDITIONS THAT ARE DIFFERENT THAN THOSE DEPICTED IN THESE DRAWINGS MUST BE REMEDIED BEFORE PROCEEDING WITH CONSTRUCTION. NOTIFY BUILDER, OWNER, AND ENGINEER OF ANY PLAN OR DESIGN DISCREPANCIES BEFORE PROCEEDING. FLOORPLAN SYMBOLKEY ELECTRICAL SYMBOLS WALL MOUNT duplex 0 RECEPT 125V 0 WP WEATHERPROOF duplex 125V ON GFCI GIHC;Uj r FLOOR MOUNT FLR duplex 125V RECEPT wall rnount duplex GFCI G ROUND FAULT CIRCUIT INTERRUPTER GDO RECEP (P CEILING MOUNT duplex gfei GAR DOOR OPENER REC 125V 220v (b WALL MOUNT 220V $ WALL SWITCH 0 HANCIING LT FIXTURE CEILING MOUNT LIGHT FIXTURE WALL OR CEILING MOUN r RECESSED LIGHT 10 V d 111c, 0�EXTERIOR FLOOD LIGHT FAN PATH EXHAUST LIGHT FAN W LIGHT E3BATH EXHAU I ST FAN I4FT FLOU RES /-TV-\ NW TV COAX rn _et_*�\ COMPUTER NEfWORKING ATELEPHONE RECEPT caffi mininium SMOKE & CARBON MONOXIDE DETECTOR @DOORBELL PUSHBUrTON GARAGE DR opener PusUBu rrON pb �OKE21LING FAN METAL `� BOX BRACED CIRCUIT BREAKER PANEL MISC SYMBOLS HOSE FAUCET NEW ELFG SERVICE CALCULATIONS fk BUILDING CODE, FOR RESIDENTIAL CONST. GEN LIGHTING 976 X 3VA 2928 VA LAUNDRY 1500 VA KITCHEN SABC01500VAX2 1500VAx2 3000 VA RANCE 8000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 0 VA MICROWAVE 1500 VA DISPOSAL 1116 VA POOL PUMP 1 1/2 HP 1 OA 0 VA IRRIG PUMP 314HP6A 1656 VA WINDOWS AND DRS. 29260 VA TOTAL IST 1OKW AT 100% -10000 VA A EQUALS 19260 VA BALANC E AT 40% OF A 7704 VA PLUS IST 10 KW 1 0000 VA B EQUALS 17704 VA ADD FOR HEAT/AC-HEAT PUMP ex f n-1 HEAT AT 1 OKW 10000 VA A/C 0 40A K 240V 9600 VA c; EQUALS 19600 VA 37,304 VN240V EQUALS1 FOR FIRE PREVENTION MEASURES THE FLORIDA FIRE CODE 155 AMPS REQUIRED THEN FPC MECHANICAL USE 200 AMP SERVICE IF ACCESSIBILITY PROVISIONS THEN FBC BUILDING CHAPTER1 1 io co APPROX NEW KITCHEN LAYOUT not to scale refer to cabinet design by cabinet company for actual sizes 201 r---------------------------------- L L -7-- I DEMO FLOORPLAN 1/4 11 = 1'0 MEMO SCOPE OF REMOVE ALL EXISTINq INTERIOR WALLS, CABINETS, DOORS AND PLUMBINq FIXTURES REMOVE EXISTINq FLAT -DECK ROOF OVER BLOCK WALL AREAS REMOVE EXISTINq 4/12 PITCH ROOF OVER WOOD FRAME WALL AR A CREIV113�E E��I�TIN(q WOOD FRAME ADDITION �XTERIOR WALLS ALL EXTERIOR1BILOCK WALLS 0 REMAIN \— REMOVE ALL EXTERIOR DOORS AND WINDOWS ir) co 10, 1011-- 4ft lonq wd 5ft Ionq wd frame NEW 120"W x 6o"H fiYed qlass frame shearwl shearwl TOP OF WII40OW 92'AFF �_FYP BEARINq WOOD FRAME WALL 2X6 16" OC 18'9 INVERTED HIP VAULT CLq NEW 36W x 6o"H SH 177' co TOP OF WINDOW 92"AFF 0 00 OPEN TO BELOW Z, TYR SEARINq __--WOOD FRAME WALL 2X8 16" OC TYR BEARINq I WOOD FRAME WALL 2X8 W' OC LO co 4ft ION wd frame 1411 shearw] 42"H]qH STAIRS RAILINq 0 KNEEWALL C� verify w/owner LOFT /'new vaulted clq I 2X3 attic access w PC Lliqht W INVE4TED HIP S VAULTCLq TYR BEARINq WOOD FRAME WALL 2X6 16" CC 6ft lonq A frame shearw] i- 201 NEW 2ND LEVEL FLOORPLAN LT TYR BEARINIq WOOD FRAME WALL 2X816" CC ;t REMOVE EXISTINq 24 C\I SH AND FRAME -FILL OPENTNCI C Wp R. NEW 36"W x 6o"H SH TOP OF WINDOW 92"AFF 4ft lonq wd frame shearw] I LSE (2) - NEW 36-W X 6o"H SH eqress TOP OF WINDOW 92"AFF co 00 I lonq wd ram 5hearwi [�LL PESCRIPTIO—N - EZ=77777 NEW 9'EXTERIOR WOOD FRAME WALL 1/4 110 SCOPE OF WORK 201 CONSTRUCT NEW KNEEWALL —101 - AND 2ND LEVEL ADDITION - 1011 ABOVE EXISTINq BLOCK TYP BEARINq WALLS AS SHOWN ON PLAN INSTALL NEW 12o68 SLIDER WOODFRAME WALL 2X616" OC CONSTRUCT NEW INTERIOR W/NEW DBIL EVE BEARTNq Recess under FLOOD WALLS AS SHOWN HEADER ABOVE sliders i'deep INSTALL NEW PLUMBINq — — — — — — - AND ELECTRICAL FIXTURES 51!dinq cilass dr CjFC1I AS SHOWN TYR BEARINq, I. rear WOOD FRAM. floods CONTRACTOR IS RESPONSIBLE E)ININq "W 22oV rancie V____�WALL 2X8 16" 0' FOR ENSURINq ADEQUATE microwave above CD c-- A T== -r\/ A -17�T\AlDnID A ID\/ Q"=/-)T'�1r LI\ANq open to above (S-7pi,\ IN -WALL P.T. /6X6 BEARINq WOOD POST _111 STAIRS 4--- 3'6- d ",LICE DURINq REMOVAL OF ANY BEARINq BEAMS, WALLS, ETC. KITCHEN I I NEW PRE-ENqINEERED ROOF dispos I TRUSSES TO BE INSTALLED ON NEW Wswitch NEW 36"W X 36"H SH I ADDITION APPROX 5/12 PITCH I op Co NOTE. USE MANUFACTURER 96 Ict T011 qjFCI WINDOW AND DOOR SIZE 'r CHART TO OBTAIN RUF 3. , W OPEN]NqS. PLAN DIMENSIONS rridqe ARE FOR LOCATION ONLY, Ispace ViF- qFC1 ALLOW FOR PT BUCKSTRIPS 8'4 AFF-, w/Ice-)Ine C to front INSIDE BLOCK WALL OPENIINqS Dor floods INSULATEEXTERIOR WOOD 4�j LO FRAME WALLS R -i3 minimum CE _094 r FOYER ,." co open to above (.0 cr) I NEW entry door in sc C J wall I I existinq openinq fk BUILDING CODE, FOR RESIDENTIAL CONST. TYP WEATHERHD ELECTRICAL, HARV, OR PLUMBING. 4/0 SER ALTYP SEAL 412 ROMEX 42 200 AMP 0% P 4 BREAKER SERV. EXISTING #10 ROMEX— TYPE PNL ELEC CONSUITING N1 #8 ROMEX— PANEL METER W/DISC FL. P. E. # 43670 EXISTING install approved ADDRESS: 14363 WINGFOOT RD ORLANDO,FL 32826 COPPER GROUND intersystem bonding termination for ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY ALL ELEC INSTALLATIONS 7=- bonding of other 11711 TO COMPLY WITH STATE systems per nec WALLS ARE NON-BEARING 2 X 4 WOOD FRAME 2 FT. OC, OR 16" AND LOCAL ELEC CODES 250.94 AND AT ALL VERT JOINTS . FIREBLOCK AS NEEDED TO existing ELEC RISER nts DRYWALL FURRING NOTE io co APPROX NEW KITCHEN LAYOUT not to scale refer to cabinet design by cabinet company for actual sizes 201 r---------------------------------- L L -7-- I DEMO FLOORPLAN 1/4 11 = 1'0 MEMO SCOPE OF REMOVE ALL EXISTINq INTERIOR WALLS, CABINETS, DOORS AND PLUMBINq FIXTURES REMOVE EXISTINq FLAT -DECK ROOF OVER BLOCK WALL AREAS REMOVE EXISTINq 4/12 PITCH ROOF OVER WOOD FRAME WALL AR A CREIV113�E E��I�TIN(q WOOD FRAME ADDITION �XTERIOR WALLS ALL EXTERIOR1BILOCK WALLS 0 REMAIN \— REMOVE ALL EXTERIOR DOORS AND WINDOWS ir) co 10, 1011-- 4ft lonq wd 5ft Ionq wd frame NEW 120"W x 6o"H fiYed qlass frame shearwl shearwl TOP OF WII40OW 92'AFF �_FYP BEARINq WOOD FRAME WALL 2X6 16" OC 18'9 INVERTED HIP VAULT CLq NEW 36W x 6o"H SH 177' co TOP OF WINDOW 92"AFF 0 00 OPEN TO BELOW Z, TYR SEARINq __--WOOD FRAME WALL 2X8 16" OC TYR BEARINq I WOOD FRAME WALL 2X8 W' OC LO co 4ft ION wd frame 1411 shearw] 42"H]qH STAIRS RAILINq 0 KNEEWALL C� verify w/owner LOFT /'new vaulted clq I 2X3 attic access w PC Lliqht W INVE4TED HIP S VAULTCLq TYR BEARINq WOOD FRAME WALL 2X6 16" CC 6ft lonq A frame shearw] i- 201 NEW 2ND LEVEL FLOORPLAN LT TYR BEARINIq WOOD FRAME WALL 2X816" CC ;t REMOVE EXISTINq 24 C\I SH AND FRAME -FILL OPENTNCI C Wp R. NEW 36"W x 6o"H SH TOP OF WINDOW 92"AFF 4ft lonq wd frame shearw] I LSE (2) - NEW 36-W X 6o"H SH eqress TOP OF WINDOW 92"AFF co 00 I lonq wd ram 5hearwi [�LL PESCRIPTIO—N - EZ=77777 NEW 9'EXTERIOR WOOD FRAME WALL 1/4 110 SCOPE OF WORK 201 CONSTRUCT NEW KNEEWALL —101 - AND 2ND LEVEL ADDITION - 1011 ABOVE EXISTINq BLOCK TYP BEARINq WALLS AS SHOWN ON PLAN INSTALL NEW 12o68 SLIDER WOODFRAME WALL 2X616" OC CONSTRUCT NEW INTERIOR W/NEW DBIL EVE BEARTNq Recess under FLOOD WALLS AS SHOWN HEADER ABOVE sliders i'deep INSTALL NEW PLUMBINq — — — — — — - AND ELECTRICAL FIXTURES 51!dinq cilass dr CjFC1I AS SHOWN TYR BEARINq, I. rear WOOD FRAM. floods CONTRACTOR IS RESPONSIBLE E)ININq "W 22oV rancie V____�WALL 2X8 16" 0' FOR ENSURINq ADEQUATE microwave above CD c-- A T== -r\/ A -17�T\AlDnID A ID\/ Q"=/-)T'�1r LI\ANq open to above (S-7pi,\ IN -WALL P.T. /6X6 BEARINq WOOD POST _111 STAIRS 4--- 3'6- d ",LICE DURINq REMOVAL OF ANY BEARINq BEAMS, WALLS, ETC. KITCHEN I I NEW PRE-ENqINEERED ROOF dispos I TRUSSES TO BE INSTALLED ON NEW Wswitch NEW 36"W X 36"H SH I ADDITION APPROX 5/12 PITCH I op Co NOTE. USE MANUFACTURER 96 Ict T011 qjFCI WINDOW AND DOOR SIZE 'r CHART TO OBTAIN RUF 3. , W OPEN]NqS. PLAN DIMENSIONS rridqe ARE FOR LOCATION ONLY, Ispace ViF- qFC1 ALLOW FOR PT BUCKSTRIPS 8'4 AFF-, w/Ice-)Ine C to front INSIDE BLOCK WALL OPENIINqS Dor floods INSULATEEXTERIOR WOOD 4�j LO FRAME WALLS R -i3 minimum CE _094 r FOYER ,." co open to above (.0 cr) I NEW entry door in sc C J wall I I existinq openinq 4X4ac 101 WALK -N —space AIR COND temprd qlass panel stairs new 9'flat clq shwr hd concealed install PVC AC within cellinq CHASE to AH here approx –2868 22�, ex ran co 94 67— FLOOD NEW 24 SH in LT 127 existinq openinq 2011 1 ST LEVEL FLOORPLAN REMOVE EXISTINq (2) - 24 SH AND INSTALL NEW 72'W X 36-H TEMPRID FIXED CILS in existinq openinq ),e LO 00 FLOOD L.T 6 1/4 1'0 , ELECTRICAL NOTES QT ZO ALL ELECTRICAL INDICATED ON CO FLOORPLAN IS NEW UNLESS NOTED OTHERWISE AND SHOULD BE INSTALLED AS SHOWN NEW ELECTRIC TO BE FED FROM NEW ELEC PANEL. ALL 12)V WALL RECEPTACLES TO, BE TAMPER-RESISTANT TYPE A ARC FAULT PROTECTED ALL 125V WALL RECEPTACLES BE (qFCI PROTECTED IN THE FOLLOWINq LOCATIONS, KITCHEN, BATHS, LAUNDRY, qARAqE AND WP EXTERIOR OUTLETS INSTALL COMBINATION SMOKE & CAP -BON MONOXIDE DETECTORS HARDWIRED AND INTERCONNECTED W/BATT BACKUP INSTALLED WHERE NOTED ON FLOORPLAN WALL DESCRIPTION EXISTINq 8'EXTERIOR BLK WALL NEW II'EXTERIOR WOOD FRAME 'NEW INTERIOR WOOD FRAME WALL TRACKINq DATE. DECEMBER uTH 2014 ENGINEERING NOTE THIS PLAN HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, FOR RESIDENTIAL CONST. THE ENGINEERING ON THIS PLAN DOES NOT COVER ELECTRICAL, HARV, OR PLUMBING. SEAL ML 0% P 4 oil I -A, CONSUITING N1 ENGINE -901WAUS JR P.E. FL. P. E. # 43670 PH: 321-508-4266 ADDRESS: 14363 WINGFOOT RD ORLANDO,FL 32826 W] WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBC WIND LOAD AND LABELING REQUIREMENTS 11711 UNLESS OTHERWISE NOTED ON FLOORPLAN ALL INTERIOR WALLS ARE NON-BEARING 2 X 4 WOOD FRAME 2 FT. OC, OR 16" OC IF BUILDER PREFEHS. ADD BLOCKING IN WALL CAB AREAS AND AT ALL VERT JOINTS . FIREBLOCK AS NEEDED TO STACKED DRYWALL FURRING NOTE ALL PT FURRING IS SECURLY NAILED TO BLOCK WALLS W CUT NAILS OR T- NAILS IN INTERIOR AC SP ONLY. USE 1 X 2 PT ON WALLS AND BAND TOP AND BOTTOM No air gaps in top band WASHER X8 PTAS WALL NAILERS ONLY. USE1X4PTAROUND WINDOWS AND DRS. WALL HEIGHT NOTES ALL WALL HEIGHTS ARE MEASURED FROM MAIN SLAB, DRYER stairs approx STRUCTURE THIS PLAN WAS DESIGNED TO MEET OR 13ATH 5'aff here 511 IV APPLICABLE, UNDER THE UMBRELLA OF new 9' temprI or All IF DETACHED ONE OR TWO FAMILY DWELLINGS OR flat Clq 316— IF EXISTING BUILDING UNDERGOING REPAIR THEN CHAPT 34 ex f n-1 recessed IF INSTALLATION OR REPAIR OF GAS PIPING THEN FBC K FUEL GAS 0 shwr 4X4ac 101 WALK -N —space AIR COND temprd qlass panel stairs new 9'flat clq shwr hd concealed install PVC AC within cellinq CHASE to AH here approx –2868 22�, ex ran co 94 67— FLOOD NEW 24 SH in LT 127 existinq openinq 2011 1 ST LEVEL FLOORPLAN REMOVE EXISTINq (2) - 24 SH AND INSTALL NEW 72'W X 36-H TEMPRID FIXED CILS in existinq openinq ),e LO 00 FLOOD L.T 6 1/4 1'0 , ELECTRICAL NOTES QT ZO ALL ELECTRICAL INDICATED ON CO FLOORPLAN IS NEW UNLESS NOTED OTHERWISE AND SHOULD BE INSTALLED AS SHOWN NEW ELECTRIC TO BE FED FROM NEW ELEC PANEL. ALL 12)V WALL RECEPTACLES TO, BE TAMPER-RESISTANT TYPE A ARC FAULT PROTECTED ALL 125V WALL RECEPTACLES BE (qFCI PROTECTED IN THE FOLLOWINq LOCATIONS, KITCHEN, BATHS, LAUNDRY, qARAqE AND WP EXTERIOR OUTLETS INSTALL COMBINATION SMOKE & CAP -BON MONOXIDE DETECTORS HARDWIRED AND INTERCONNECTED W/BATT BACKUP INSTALLED WHERE NOTED ON FLOORPLAN WALL DESCRIPTION EXISTINq 8'EXTERIOR BLK WALL NEW II'EXTERIOR WOOD FRAME 'NEW INTERIOR WOOD FRAME WALL TRACKINq DATE. DECEMBER uTH 2014 ENGINEERING NOTE THIS PLAN HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, FOR RESIDENTIAL CONST. THE ENGINEERING ON THIS PLAN DOES NOT COVER ELECTRICAL, HARV, OR PLUMBING. SEAL 0% P 4 oil I -A, CONSUITING N1 ENGINE -901WAUS JR P.E. FL. P. E. # 43670 PH: 321-508-4266 ADDRESS: 14363 WINGFOOT RD ORLANDO,FL 32826 WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBC WIND LOAD AND LABELING REQUIREMENTS NON-BEARING WALL NOTES UNLESS OTHERWISE NOTED ON FLOORPLAN ALL INTERIOR WALLS ARE NON-BEARING 2 X 4 WOOD FRAME 2 FT. OC, OR 16" OC IF BUILDER PREFEHS. ADD BLOCKING IN WALL CAB AREAS AND AT ALL VERT JOINTS . FIREBLOCK AS NEEDED TO SUPAHATE CEILINGS AND WALL SP, DRYWALL FURRING NOTE ALL PT FURRING IS SECURLY NAILED TO BLOCK WALLS W CUT NAILS OR T- NAILS IN INTERIOR AC SP ONLY. USE 1 X 2 PT ON WALLS AND BAND TOP AND BOTTOM No air gaps in top band VERT STRIPS ARE 2'OC OR IF BUILDER PREFERS 16" OC USE 1 X8 PTAS WALL NAILERS ONLY. USE1X4PTAROUND WINDOWS AND DRS. WALL HEIGHT NOTES ALL WALL HEIGHTS ARE MEASURED FROM MAIN SLAB, AFF MEANS "ABOVE FINISHED FLOOR". FINISHED FLOOR MEANS MAIN SLAB OR MAIN FLOOR LEVEL OF STRUCTURE THIS PLAN WAS DESIGNED TO MEET OR EXCEED THE FOLLOWING CODES, AS APPLICABLE, UNDER THE UMBRELLA OF THE 2010 FLORIDA BUILDING CODE IF DETACHED ONE OR TWO FAMILY DWELLINGS OR IF EXISTING BUILDING UNDERGOING REPAIR THEN CHAPT 34 IF REPAIR OR INSTALLATION OF ELEC SYSTEMS THEN FBC BUILDING CHAPTER 27 OR FBC RESIDENTIAL CHAPT 34-40 IF INSTALLATION OR REPAIR OF GAS PIPING THEN FBC FUEL GAS IF INSTALLATION OR REPAIR OF PLUMBING THEN FBC PLUMBING FOR FIRE PREVENTION MEASURES THE FLORIDA FIRE CODE IF INSTALLATION OR REPAIR OF HARV SYSTEMS THEN FPC MECHANICAL FOR ENERGY EFFICIENCY THEN FBC CHAPTER 11 IF ACCESSIBILITY PROVISIONS THEN FBC BUILDING CHAPTER1 1 ACTUAL DESIGN AND SIZING OF HARV SYSTEM, GAS PIPING, ENERGY CALCULATIONS, PLUMBING LIFT STATIONS OR PRESSURE LINES AND ANY OTHER INFORMATION USUALLY FURNISHED BY LICENSED SUB -CONTRACTORS AND SUPPLIERS ARE NOT INCLUDED IN THIS PLAN DESIGN. 703. ISt Level SF 271.- d -Level SF 4�6 open 6--betow sF 110() TOTAL_SF'I C SP 11 /P. R;1.OJECT 7910 AURORA CT AbD,I�ESS- CAPE CANAVERAL, FL 32920 AVON BY THE SEA BUILDER CHARLES BOYD CONSTRUCTION PH 321-868-7725 DATE DRAWN NOVEMBER 5TH 2014 REVISION DATES, DECEMBER 1 1TH 2014 RENOVATION FOR ANDERSON RESIDENCE les border notes and all paqes are copyr(qhted �oiI by n may be reproduced or cop(ed In any way without prIor writen perrnissloR from qrIffith Plans. All riqhts are reseryed andM11 be protected and entorced In the event of Ylolatlon. PG 1 OF4 1 ST & 2ND LEVEL FLOORPLANS, DEM.0 II­LUUHrL/APl, rik-Dr-ri OL LUAU �wMLI_� VERIFICATON REQUIRED this note applies to builder, owner and all bubcontractors, ALL DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED. VERIFY THAT SLAB HEIGHTS COMPLY WITH LOCAL CODE REQUIREMENTS ( FOR ABOVE ROAD HEIGHTS, DRAINAGE AND SEWER CONN50TIONS) VERIFY SETBACK COMPLIANCE BEFORE PLACING CONCRETE. VERIFY FLOORPLAN DIMENSIONS BEFORE BUILDING TRUSSES. VERIFY WALL HEIGHTS BEFORE� BUILDING WALLS.. ANY CONDITIONS THAT ARE DIFFERENT THAN THOSE DEPICTED IN THESE DRAWINGS MUST BE R5MFDIED BEFORE PROCEEDING WITH CONSTRUCTION. NOTIrY BUILDER, OWNER, AND ENGINEER OF ANY PLAN OR DESIGN DISCREPANCIES BEFORE PROCEEDING. PROJECT DATA SUMMARY SIMPSON OR ALTERNATE CONNECTORS MAY BE USED, (SUBJECT TO ENGINEER APPROVAL) RESIDENTIAL - DESIGN FOR PROTECTED OPENINGS, 150 MPH USE UPLIFT TO MATCH PROPER CONNECTOR TO ROOF MEMBERS Hurricane Resistant Construction for Wind -Borne Debris Region. manufag-ture -c4ly- We __gLtach with connected items APPLICABLE CODES: USP 1 ta 20 8 10d x 1-1/2" truss or rafter to lintel or bond beam Residential Code: Florida Building Code, Residential 2010 USP 2 ta 20 16 lod x 1-1/2" dbl 2x 12 wd beam to lintel or bond bm Includes Mechanical, Plumbin';1 Accessibility, and Energy USP 2 ta 20 16 110d x 1-1/2" girder truss to lintel or bond beam Electrical Code: 2006 National Electrical Code USP 2 HTA 20 24 10d x 1-1/2" girder truss to lintel or bond beam Fire Code: Florl4a Fire Prevention Code USP 1 mtw16 14 1 Od com ea truss or rafter to top plate STRUCTURAL FORCES USP 1 mtw16 14 1 Od com ea truss or rafter to wood beam or ledger SOIL DESIGN 2000 PSF ASSUMED <ta20 is 1 " wide> <HTA 20 and nAwl 6 are 1 1/4" wide> FLOOR DESIGN LIVE LOAD 40PSF OR ASPER TRUSS DESIGN BY OTHERS DE/�;D LOAD 30PSF OR ASPER TRUSS DESIGN BY OTHERS ROOF DESIGN LIVE- LOAD 16 PSF OR AS PER TRUSS DESIGN BY OTHERS DEAD LOAD 25PSF OR ASPER TRUSS DESIGN BY OTHERS WIND DESIGN ULTIMATE WIND SPEED 150 MPH, NOMINAL 116 MPH WI�10 EXPOSURE "D" within 600 ft of open water(5000sf sa)per fbc201 0 INTC-RNAL PRESSURE COEFFICIENT .18 (ENCLOSED) shutters or impact glass reqd. BUIL-DING RISK CATEGORY 11 MAIN WIND FORCE RESISTING SYSTEM all loads in PSIF ROOF -34,33 PSF fldIS STRUCTURE IS DESIGNED AS ENCLOSED shutters or impact glass reqd. SIDES -38.56 PSF LEEWARD -30.10 PSF WINDWARD 41.35 PSF COMPONENTS AND CLADDINa DESIGN PRESSURES WIND PRESSURES PSF MIN RFQD. FOR OH DOORS 31.85 -35.09 MIN REQD. FOR SLIDING DOORS 34.74 -44.24 MIN REQD. FOR ALL OTHER DOORS 37.21 -49-17 MIN REQD. FOR WINDOWS 38.18 -51.12 IF RIGID TILE ROOF USE FBC 1609.5.3 REQUIREMENTS FOR INSTALLATION ROOF DECK NAILING INSTRUCTIONS ARE PROVIDED IN ATTACHED ROOF DIAPHRAGM DETAIL. WINDOW AND DOOR ANCHOI !ING AS PER MANUFACTURER REQUIREMENTS. TRUSS OR RAFTER CONNECTION SCHEDULE for direct truss (or rafter) to building connections only SIMPSON OR ALTERNATE CONNECTORS MAY BE USED, (SUBJECT TO ENGINEER APPROVAL) Meets or exceeds FBC requirements USE UPLIFT TO MATCH PROPER CONNECTOR TO ROOF MEMBERS pe attach with connected item manufacture, -a _N I manufag-ture -c4ly- We __gLtach with connected items ul2lift max wall!ype USP 1 ta 20 8 10d x 1-1/2" truss or rafter to lintel or bond beam 1055 block USP 2 ta 20 16 lod x 1-1/2" dbl 2x 12 wd beam to lintel or bond bm 2110 block USP 2 ta 20 16 110d x 1-1/2" girder truss to lintel or bond beam 2110 block USP 2 HTA 20 24 10d x 1-1/2" girder truss to lintel or bond beam 2630 block USP 1 mtw16 14 1 Od com ea truss or rafter to top plate 935 frame USP 1 mtw16 14 1 Od com ea truss or rafter to wood beam or ledger 935 frame <ta20 is 1 " wide> <HTA 20 and nAwl 6 are 1 1/4" wide> na Design conditions may require additional or alternate connectors not shown here. USP or wedge anchor 24" oc truss to truss connections to be specified by truss co. frame Minimum 6" embedment in conc/Urout for block wall type truss connectors ea truss MISC CONNECTOR SCHED for bearing components, frame walls and wood beams Meets or exceeds FBC requirements USE 2" wsh type USP or equiv WASHERS ON ALL BOLT ASSEMBLIES SPECIFIED j -bolts and wedge anchors pe attach with connected item manufacture, -a _N I ul2lift max wall tyr)g USP 2 spt24 12 1 Od x 1 1/2" top plate to studs 2060 frame USP 2 spt22 8 1 Od x 1 1/2" bottom plate to studs 1370 frame USP 1 ab 1210 1/2"x 10" j -bolt bottom plate to foundation 2000 lbs frame USP or wedge anchor 24" oc 2x4 2x4 non bearing wall USP 1 ab 128 1/2"x8" j -bolt frame wall to block wall vertical na frame USP or wedge anchor 24" oc 2x4 2x4 frame Design conditions may require additional or alternate connectors not shown here. ea truss 16d com NAILING SCHEDULE for wood framing, roof and wall sheathing, floor decking Meets or exceeds FBC requirements nominal sizes below category qtv aaa�, I �n fastener items -nailed together 1 st item 2nd item non bearing wall 2 equal 16d com top plate to studs 2x4 2x4 non bearing wall 2 equal 16d com bottom plate to studs 2x4 2x4 non bearing wall 2 ea truss 16d com top plate to truss bottom 2x4 2x4 bearing wall 4 2per side 8d com stud to bottom plate toenail 2x4 2x4 bearing wall 2 equal 16d com top plate to studs 2x4 2x4 bearing wall 2 equal 16d com bottom plate to studs 2x4 2x4 bearing wall 2 16" oc 16d com bottom plate to joist face nail 2x4 typ joist bearing wall 2 24" OC 16d com double studs face nail 2x4 2x4 bearing wall 2 16" ()C 16d com double top plates face nail 2x4 2x4 bearing wall 2 equal 16d com top plates laps and intersections 2x4 2x4 bearing wall 1 16" 0c 16d com double header nail along ea edge size for span/load bearing wall 2 16d com built up corner studs 2x4 2x4 bearing wall 1 16" oc 7d cut nails bottom plate to slab/foundation 2x4 conc bearing wall 2 32"oc 20d com 3 layers bm stagger nails top & bottom size for span/load floor framing 3 equal 16d com joist to band joist face nail size for span/load floor framing 2 equal 8d com bridging to joist toenail ea end 1x2 typ joist floor framing 6" cx, 8d com band joist to sill or top plate size for span/load ceiling framing 3 equal 16d com ceiling joists lap over partitions size for span/load floor deck 2 equall Eld ringshank 1 x6 or less subf loor nail to ea joist size for span/load floor deck 6" oP, 8d ringshank 5/8" nominal wood structural panel 4ft x 8ft typ joist floor deck 6" oc 8d ringshank 3/4" nominal wood structural panel 4ft x 8ft typ joist wall sheathing 6" 0C 8d com 1/2" nominal wood structural panel 4ft x 8ft typ stud roof decking 6" uO 8d ringshank 1/2" nominal wood structural panel 4ft x 8ft typ truss ADDITIONAL NAILING MAY BE USED TO MEET WINDLOAD REQUIREMENTS NEW TILE ROOR r4g)l 12" oyerhanq L:1 NEW 2ND ST CCO TO LEVEL M CH EXIST1N(q ADDITION CD CONNECTOR NAILING REQUIREMENTS LOAD VALUES DEPEND ON SIZE AND NUMBER OF NAILS PER CONNECTOR. A 1 OD TO 16D NAIL PROVIDES UP TO 116 LBS OF HOLDING STRENGTH. AN 80 NAIL PROVIDES UP TO 45 LBS. THE NUMBER OF NAILS IN A CONNECTOR TIMES HOLDING STRENGTH per nail DETERMINES APPROX STRENGTH OF CONNECTION. TEN 16D NAILS PROVIDES APPROX 11 6o LBS OF STRENGTH. Or ten times 11 6LBS per nail = 1160 LBS. Variances occur due to connector design strength and steel thickness, wood type and strength, nailing patterns and type of loading. REFER TO MANUFACTURER TABLES AND FASTENER GUIDES FOR MORE ACCURATE INFO. DOUBLING OF CONNECTORS GIVES DOUBLE THE STHENGTH, provided the connectors do not overlap and the nailing does not split the wood. RIG HT ELEVATION 3-D \AEW SHO' CONCEPTUAI refer to standard actual Structure tc NEW �/12 PITCH ROOF 3/1611 = 10 12" overhanq TILE ROOF STUCCO TO MATCH EXISTINq REAR ELEVATION NEW 5/12 PITCH ROOF 12" overhanq 1/4 111 = 1'0 NEW 2ND LEVEL ADDITION LEFT ELEVATION 77— 7 — — — — — — — — — — — — — — — — — -- NEW TILE ROOF 12" overhanq N,,,,new wall heiqht 04 N,,—new floor truss heiqht—. n w 4" qh e I hi ZO existinq wall heiqht STUCCO 3/1611 = 1 10 NEW �/12 PITCH ROOF FRONT ELEVATION 12" oyerhanq 1/411 = 1'0 NEW 2ND LEVEL ADDITION Dcr 19 204 ENG,NEERING NOTE THIS PLAN HAS BELN DESIGNED TO MEET OR EXCEED THE REQU"[f1EMENTS OF THE 2010 FLORIDA BUILDING CODE, FOR RESIDENTIAL CONST. THE ENGINEERING ON THIS PLAN DOES NOT COVER ELECTRICAL, HARV`_DRT0M5NQL 17 SEAL 0 CONSULTING �GSTEN, JR P.E. ENGINEER:— HARQ� FL. P.E.# 43670 PH: 321-508-4266 ADDRESS: 14363 WINGFOOT RD ORLANDO,FIL 3 826 WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBC WIND LOAD AND LABELING REQUIREMENTS STUCCO NOTES ALL EXTERIOR BLOCK WALLS ARE STUCCO COATED TO AVG. 5/8" DEPTH, RECOMMEND HOLDING BOTTOM EDGE 6" ABOVE GRADE. SEE FRONT ELEVATION FOR STUCCO BANDING DETAIL. THE REQUIREMENTS & STANDARDS OF ASTM C 926 SHALL BE IMPLEMENTED. ALL EXTERIOR WOOD FRAME WALLS REQUIRE 7/8" STUCCO OVER GALV. STL WIRE LATHE OVER TWO LAYERS VAPOR BARRIER OVER 1/2" NOM CDX PLYWU OR OSI3 SHEATHING. NAIL WIRE LATHE SECURELY TO WALL WITH GALV ROOFING NAILS. WEEP SCREED TO BE INSTALLED 1 " BELOW WALL AND 6" ABOVE GRADE MIN. ALLOW NO STUCCO TO COME IN DIRECT CONTACT WITH WOOD OR SHEATHING. PLASTIC CORNER BEAD PREFERRED. THE REQUIREMENTS AND STANDARDS OF ASTM C 926 & ASTM C 1063 SHALL BE IMPLEMENTED. DECKING NOTES ROOF DECKING: SHALL BE 5/8" (NOMINAL) CDX PLYWOOD 4 X 8 SHEETS APA RATED STAGGERED EVERY OTHER ROW (MAX SPAN 24") INSTALL GALV STL PLYCLIP BETWEEN EA TRUSS AT SPAN JOINTS. ANY DECKINGS STRIPS LESS THAN 24" WIDE SHALL BE SUPPORTED BY 2 X 4 BLOCKING. INSTALL DECKING AT RIGHT ANGLES TO TRUSS SPAN AND STAGGER EVERY OTHER ROW. NAIL DECK WITH 8D RINGSHANK NAILS 6" OC (NO STAPLES) USE 2 X 4 BLOCKING AT HIP AND RIDGE JOINTS, ROOF TRUSSES FOR PRE-ENGINEERED TRUSS INFORMATION REFER TO ENGINEERED TRUSS LAYOUT/DRAWINGS SUPPLIED BY TRUSS COMPANY. TRUSS DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW PRIOR TO FABRICATION BY TRUSS CO. APPROVED DRAWING SHALL INCLUDE LAYOUT, DESIGN LOADS, REACTIONS (DLL AND LL) AND ALL INFORMATION FOR INSTALLATION, TRUSS DESIGN SHALL INCLUDE UPLIFT CALCS AND DESIGN LOADS FOR GRAVITY AND UPLIFT. ALL APPROVED DRAWINGS AND CALCS MUST BE SEALED BY A FL REGISTERED ENGINEER. ALL BRACING CALLED FOR IN TRUSS DESIGN IS TO BE PROPERLY INSTALLED. TRUSS COMPANY MUST NOTIFY ENGINEER in writing OF ANY PLAN DISCREPANCIES or changes IN BEARING POINTS, ROOF DESIGN OR FOOTING LOCATIONS NOT INDICATED ON THIS ORIGINAL PLAN. THIS PLAN WAS DESIGNED BEFORE and without benefit of THE TRUSS DESIGN AND ANY MODIFICATION TO MEET TRUSS REQUIREMENTS IS THE RESPONSIBILITY OF THE TRUSS CO AND THE BUILDER. ROOF NOTES UNLESS OTHERWISE INDICATED ON ELEV VIEWS, TYP ROOF COVERING IS TILE OVER 30 LB ASPHALT FELT. ROOF VENTILATION IS OFF RIDGE VENTS LOCATED AT HIGHEST ROOF PEAK. SEE ELEV VIEWS TO CONFIRM. PRO -)ECT 7910AURORACT ADDRESS. CAPE CANAVERAL, FL 32920 SUBDIV AVON BY THE SEA BUILDER CHARLES BOYD CONSTRUCTION PH 321-868-7725 DATEDRAwN NOVEMBER5TH2014 RE\ASIONDATES DECEMBER 11TH2014 RENOVATION FOR ANDERSON RESIDENCE This plan, plan notes border notes and all paqes are copyricilbted 2014 by Ciriffith Plans. M portion may be reproduced or copied in any way without prior written permW!on from Ciriffith Plans. AJI riqhts are reseryed and will be protected and enforced in the eyent of Ylolatlon. PG20F4 ELEVATIONS. CONNECTORS & FASTENERS. ENGINEERING NOTES. VERIFICATION REqUIRED this note applies to builder, owner and all subcontractors ALL DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED. VERIFY THAT SLAB HEIGHTS COMPLY WITH LOCAL CODE REQUIREMENTS (FOR ABOVE ROAD HEIGHTS, DRAINAGE AND SEWER CONNECTIONS) VERIFY SETBACK COMPLIANCE BEFORE PLACING CONCRETE. VERIFY FLOORPLAN DIMENSIONS BEFORE BUILDING TRUSSES. VERIFY WALL HEIGHTS BEFORE BUILDING WALLS.. ANY CONDITIONS THAT ARE DIFFERENT THAN THOSE DEPICTED IN THESE DRAWINGS MUST BE REMEDIED BEFORE PROCEEDING WITH CONSTRUCTION. NOTIFY BUILDER, OWNER, AND FNGINEER OF ANY PLAN OR DESIGN DISCREPANCIES BEFORE PROCEEDING. existinq conc slab new conc footinq existinq - I - #) rebar dowels 36" lonq stemwall footinq E�7�_ epoxy bond 6" into existinq footinq and allow 2�" wire tie lap onto each rebar in end of new foot:nq match rebar count in new footinq. STEP FOOTINq IF NEEDED AT CONNECT POINT, NEW FOOTING CONNECTION detail A DETAIL not to scale (t WEATHERPROOF BOOT ALL VTR'S ROOF LEVEL 2" 11 211 VAN 11 3" FF�� KITCHEN S WC N3" N INK 3" WASHER 211 3" SHWER 3" SLEEVE AT FTG TO EXISTING SEWER/SEPTIC PLUMBING RISER DIAGRAM NTS see plumbing note at edge of page. FBC PLUMBING CODE INFO fbc 3005,2.2 horiz drain cleanouts not more than 100 ft apart. fbc 3005.2.6 one cleanout ea 40 ft if more than 1 direction change fbc 3005.2.4 provide cleanout at base of ea soil stack fbc 3005.2.7 install cleanout near building / sewer drain junction �0 co —6 RE -LOCATE F EXISTINq STORM _J__,DRAIN verify exact location w/appr?��&" -site P1 Poll - Recess under sliders I" deep top 9f new foolinq to m�tch existinqz c?nc slab hqiqht I EXISTINq 18"W X 110"D 2 -COURSE STEM WALL FOOTINq 0 ftq 2 for bearinq C\I wood I post lnstaIIRVCAC CHASE to AH /AIR COND 22ov disc NEW4X4 ac pad top of new footinq to match existinq conc slab he(qht bO RE -LOCATE E)(ISTINq STORM DRAIN verify exact 1­11�location w/approved site plan no conc cap here i -leave 2" recess for shower TYP 1/2" X 10" J -BOLTS EMBEDDED 7" DEEP INTO FOOTING EA 24" ALONG PERIMETER WALL. IF SHEARWALL SEGMENT DECREASE BOLT SPACING TO 21" OC, EXISTING 4" THK CONC-SLAB ff� I M — . j .006 MIL VISQUEEN vapoLA bar under footing CLEAN FILL DIRT COMPACTED OR UNDISTURBED SOIL BASE UNDER SLAB and FOOTINGS. termite preventive treat soil. MONO -FOOTING for exterior wood wall INSTALL BEARING WOOD POST (REFER TO IN -WALL POST DETAIL FOR POST CONNECTION AND DIMENSIONS) EXISTING CONC SLAB E 116L� k (0 .006 MIL VISQUEEN . . . . -*06"deep vapor bar under cur ic 3211 --------- 32" x 32" CLEAN FILL DIRT COMPACTED OR TYP 16" DEEP X UNDISTURBED SOIL BASE UNDER 32"X32" WIDE 2500 SLAB and FOOTINGS. PSI (MIN) CONC PAD CONC PAD for W I # 5 STL REBAR concentrated load EA01 H WAY. areas NEW MONOLITHIC FOOTINq NOTE. TYP-112" \MDE X 24" DEEP 2500 PSI MINIMUM CONCRETE FOOTINq W 2 # STL REBAR CONT. MIN 2�" LAPS. IMPORTANT NOTE. CHECK FLOORPLAN FOR DOWNDRAFT COOKTOPS, ISLAND EXISTINq 18"W X ELEC AND OTHER ITEMS REqUIRINCi 10 D 2 -COURSE UNDER SLAB INSTALLATION STEM WALL FOOTINq VERIFY ALL DIMENSIONS \MTH FLOORPLAN FOUNDATION PLAN 1/411 1 10 ENGINEERING NOTE THIS PLAN HAS BEEN DESIGNED TO MEET OR EXCEED (HE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, FOR RESIDENTIAL CONST. THE ENGINEERING ON THIS PLAN DOES NO OVER ELECTRICAL, HARV, OF��G.. V A SEAL % t�b 0 OA ------ CONSULTING -_ L_ _" ENGINEER: HAROL314GS—TEN, JR P.E. FL. P. E. 4t 43670 PH: 321-508-4266 ADDRESS: 14363 WINGFOOT RD ORLANDO,FL 3 826 WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBC WIND LOAD AND LABELING REQUIREMENTS CONC NOTES 2500 PSI CONC MIN. WITH 6 X6 10/10 WWF REINFORCING OR FIBERMIX AND.006 MIL VISQUEEN OR OTHER PROVEN VAPOR BARRIER OVER TERMITE TREATED SOIL. FOOTING NOTES MINIMUM 2500 PSI CONCRETE FOOTINGS. PLACE # 5 REBAR CONTINUOUS IN BOTTOM OF FOOTING. OBTAIN REBAR COUNT FROM TYP FOOTING DETAIL, LAY REBAR HORIZONTALLY ON WIRE CHAIRS IN BOTTOM OF FOOTINGS. WIRE TIE ALL LAPS. REBAR NOTE UNLESS OTHERWISE NOTED, USE MIN GRADE 40 #5 REBAR WITH A STANDARD STRENGTH OF 40,000 PSI. AS REINFORCEMENT IN ALL CONCRETE FOOTINGS MIN 2" CLEARANCE FROM ALL REBAR TO EDGE OF FOOTING OR SLAB. NOTIFY BUILDER OF ANY DIMENSIONAL ERRORS BEFORE FOOTING DIG -OUT. BOLT EMBEDMENT IN EXTERIOR BEARING WOOD FRAME WALLS TYP 1/2" X 10" J-IBOLTS EMBEIDDEID 7" DEEP INTO FOOTING EA 24" ALONG PERIMETER WALL. ALSO PLACE ONE BOLT 8" FROM EACH CORNER. wedge bolts may be used in place of i -bolts SOIL PREPARATION NOTES SOIL AREA UNDER FOOTINGS SHALL HAVE A MIN OF 2000 PSIF BEARING CAPACITY. SOIL AREAS UNDER BUILDING AND 5 FT BEYOND SHALL HAVE ALL VEGETATION, STUMPS AND ORGANIC DEBRIS REMOVED. ADDED FILL SHALL BE CLEAN, GRANULAR AND PROPERLY PLACED, LEVELED, AND COMPACTED PLUMBING RISER NOTES ALL PVC WASTE LINES. MINIMUM 1/8" PF SLOPE, INSTALL SLEEVE AT EACH EXTERIOR FOOTING INTERSECTION. INSTALL CLEANOUT NEAR HOUSE WALL AND AT GRADE LEVEL ABOVE SEWER CONNECTION. NOMINAL VENT AND LINE SIZES SHOWN MAY BE MODIFIED BY PLUMBING CONTRACTOR. INSTALL SOFT METAL WEATHERPROOF BOOTS ON ALL VENTS THROUGH ROOF. PROJECT 7910AURORACT ADDRESS. CAPE CANAVERAL, FL 32920 SuaDiv AVON BY THE SEA BUILDER CHARLES BOYD CONSTRUCTION PH 321-868-7725 DATE UP -AWN NOVEMBER 5TH 2014 RE`AS1CN DATES.. DECEMBER 11 TH 2014 RENOVATION FOR ANDERSON RESIDENCE relawt M e Plans A rion A Reinadel Plans 321-1532-711543 wvm-griffithplans.com This plan, plan notes border notes and all paqes are copyrlqhted 20w by qr1ffIth Plans. m portion may be reproduced or copled in any way without prior written permission from qrlffith Plans. Al riqhts are reserved and will be protected and enforced in the event of violation. PG 3 OF 4 Q1 AP IZ(111 INInATIM11 R np:Tall Q I - PLUMBING RISER DIAGRAM I woo/ ftq ftq new footinq new for wood EXISTINq CONC footinq wall SLAB HERE TO for wood REMAIN IN PLACE wall — — — — — — — — — — — — — — — — — --- — CAP EXISTINq CONCRETESLAB HERE APPROX 2" TO'� MATCH EXIISTINq ADDITION FINISHED FLOOR HEIqHT 00 % 3'6--4, C CAP EXISTINq CONCRETE SLAB HERE APPROX 2" TO EXISTINq ZMATCH ADDITION FINISHED FLOOR J top of new footinq to match existinq conc slab he(qht bO RE -LOCATE E)(ISTINq STORM DRAIN verify exact 1­11�location w/approved site plan no conc cap here i -leave 2" recess for shower TYP 1/2" X 10" J -BOLTS EMBEDDED 7" DEEP INTO FOOTING EA 24" ALONG PERIMETER WALL. IF SHEARWALL SEGMENT DECREASE BOLT SPACING TO 21" OC, EXISTING 4" THK CONC-SLAB ff� I M — . j .006 MIL VISQUEEN vapoLA bar under footing CLEAN FILL DIRT COMPACTED OR UNDISTURBED SOIL BASE UNDER SLAB and FOOTINGS. termite preventive treat soil. MONO -FOOTING for exterior wood wall INSTALL BEARING WOOD POST (REFER TO IN -WALL POST DETAIL FOR POST CONNECTION AND DIMENSIONS) EXISTING CONC SLAB E 116L� k (0 .006 MIL VISQUEEN . . . . -*06"deep vapor bar under cur ic 3211 --------- 32" x 32" CLEAN FILL DIRT COMPACTED OR TYP 16" DEEP X UNDISTURBED SOIL BASE UNDER 32"X32" WIDE 2500 SLAB and FOOTINGS. PSI (MIN) CONC PAD CONC PAD for W I # 5 STL REBAR concentrated load EA01 H WAY. areas NEW MONOLITHIC FOOTINq NOTE. TYP-112" \MDE X 24" DEEP 2500 PSI MINIMUM CONCRETE FOOTINq W 2 # STL REBAR CONT. MIN 2�" LAPS. IMPORTANT NOTE. CHECK FLOORPLAN FOR DOWNDRAFT COOKTOPS, ISLAND EXISTINq 18"W X ELEC AND OTHER ITEMS REqUIRINCi 10 D 2 -COURSE UNDER SLAB INSTALLATION STEM WALL FOOTINq VERIFY ALL DIMENSIONS \MTH FLOORPLAN FOUNDATION PLAN 1/411 1 10 ENGINEERING NOTE THIS PLAN HAS BEEN DESIGNED TO MEET OR EXCEED (HE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, FOR RESIDENTIAL CONST. THE ENGINEERING ON THIS PLAN DOES NO OVER ELECTRICAL, HARV, OF��G.. V A SEAL % t�b 0 OA ------ CONSULTING -_ L_ _" ENGINEER: HAROL314GS—TEN, JR P.E. FL. P. E. 4t 43670 PH: 321-508-4266 ADDRESS: 14363 WINGFOOT RD ORLANDO,FL 3 826 WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBC WIND LOAD AND LABELING REQUIREMENTS CONC NOTES 2500 PSI CONC MIN. WITH 6 X6 10/10 WWF REINFORCING OR FIBERMIX AND.006 MIL VISQUEEN OR OTHER PROVEN VAPOR BARRIER OVER TERMITE TREATED SOIL. FOOTING NOTES MINIMUM 2500 PSI CONCRETE FOOTINGS. PLACE # 5 REBAR CONTINUOUS IN BOTTOM OF FOOTING. OBTAIN REBAR COUNT FROM TYP FOOTING DETAIL, LAY REBAR HORIZONTALLY ON WIRE CHAIRS IN BOTTOM OF FOOTINGS. WIRE TIE ALL LAPS. REBAR NOTE UNLESS OTHERWISE NOTED, USE MIN GRADE 40 #5 REBAR WITH A STANDARD STRENGTH OF 40,000 PSI. AS REINFORCEMENT IN ALL CONCRETE FOOTINGS MIN 2" CLEARANCE FROM ALL REBAR TO EDGE OF FOOTING OR SLAB. NOTIFY BUILDER OF ANY DIMENSIONAL ERRORS BEFORE FOOTING DIG -OUT. BOLT EMBEDMENT IN EXTERIOR BEARING WOOD FRAME WALLS TYP 1/2" X 10" J-IBOLTS EMBEIDDEID 7" DEEP INTO FOOTING EA 24" ALONG PERIMETER WALL. ALSO PLACE ONE BOLT 8" FROM EACH CORNER. wedge bolts may be used in place of i -bolts SOIL PREPARATION NOTES SOIL AREA UNDER FOOTINGS SHALL HAVE A MIN OF 2000 PSIF BEARING CAPACITY. SOIL AREAS UNDER BUILDING AND 5 FT BEYOND SHALL HAVE ALL VEGETATION, STUMPS AND ORGANIC DEBRIS REMOVED. ADDED FILL SHALL BE CLEAN, GRANULAR AND PROPERLY PLACED, LEVELED, AND COMPACTED PLUMBING RISER NOTES ALL PVC WASTE LINES. MINIMUM 1/8" PF SLOPE, INSTALL SLEEVE AT EACH EXTERIOR FOOTING INTERSECTION. INSTALL CLEANOUT NEAR HOUSE WALL AND AT GRADE LEVEL ABOVE SEWER CONNECTION. NOMINAL VENT AND LINE SIZES SHOWN MAY BE MODIFIED BY PLUMBING CONTRACTOR. INSTALL SOFT METAL WEATHERPROOF BOOTS ON ALL VENTS THROUGH ROOF. PROJECT 7910AURORACT ADDRESS. CAPE CANAVERAL, FL 32920 SuaDiv AVON BY THE SEA BUILDER CHARLES BOYD CONSTRUCTION PH 321-868-7725 DATE UP -AWN NOVEMBER 5TH 2014 RE`AS1CN DATES.. DECEMBER 11 TH 2014 RENOVATION FOR ANDERSON RESIDENCE relawt M e Plans A rion A Reinadel Plans 321-1532-711543 wvm-griffithplans.com This plan, plan notes border notes and all paqes are copyrlqhted 20w by qr1ffIth Plans. m portion may be reproduced or copled in any way without prior written permission from qrlffith Plans. Al riqhts are reserved and will be protected and enforced in the event of violation. PG 3 OF 4 Q1 AP IZ(111 INInATIM11 R np:Tall Q I - PLUMBING RISER DIAGRAM I woo/ GENERAL NOTES THIS PLAN MUST BE THOROUGHLY REVIEWED FOR ACC08ACY BY BOTH BUILDER AND OWNER AND ALL SUBCONTRACTORS AND§UPPLIERS ORDERING BEFORE COMMENCING CONSTRUCTION, SITEWORK OR C '�SIONS MATERIALS. ANY PLAN DEFICIENCIES, ERRORS OR CMMj REQUIRE BUILDER OR OWNER TO NOTIFY THE DESICNEO OF SAME BY CERTIFIEDMAIL (TO CORRECT ORIGINAL DRAWINGS). OILURETO NOTIFY DESIGNER (PRIOR TO ANY CONSTRUCTION CoMj�ENCING ON PROJECT) OF THE ABOVE ITEMS SHALL INDEMNIFY DESIGRER FROM ANY AND ALL LIABILITY IN REGARDS TO SAID ITEMS, NOTICE lz�� HEREBY GIVEN TO BUILDER AND OWNER THAT THE DESIGNER IS I;OT AN ARCHITECT OR ENGINEER AND IS NOT RESPONSIBLE FofI ANY PROJECT OVEnsITE on S TRUCTURAL DESIGN DISCREPANCIES THAT MAY OCCUR. ALL DETAILS, NOTES STRUCTURAL DETAILS AND DRAWINGS SHALL REMAIN THE COPYRIGHTED PROPERTY OF GRIFFHH PLAIIS.THIS FLOORPLAN MAY HAVE BEEN DESIGNED FROM IDEAS AND SKETCHES FURNISHED BY THE OWNER OR BUILDER To THE DFSIGNFR. NONE OF THE INFORMATION FURNISHED TO THE DES16NER CON WNED COPYRIGHT MARKS OR APPEARED TO BE COPYRIGHTED. ANY COPYRIGHT INFRINGEMENT NOTICES OR LIABILITY REGAFIDING, THIS ORIGINAL PLAN SHALL REMAIN BETWEEN THosE INTERrp RED PARTIES. USE OF THIS PLAN OR ANY COPIES OF THIS PLAN WHEIHFR ALTERED OR UNCHANGED IS GRANTED BY DESIGNER, ONLY TO THE 01 IIGINAL PURCHASER FOR THE CONSTRUCTION OF ONE STRUC-ILRE ONLY. VERIFICATION REqUIRED this note applies to builder, owner and all subcontroctors ALL DIMENSIONS SHOWN AHE APPROXIMATE j�ND MUST BE FIELD VERIFIED. VERIFY THAT SLAB HEIGHTS C�OMPLY WITH ')AD HEIGHTS, LOCAL CODE REQUIREMENTS (FOR ABOVE FIC DRAINAGE AND SEWER CONNECTIONS) VERIFY SETBACK COMPLIANCE BEFORE PLACING CONCRETE. VFRIFY FLOORPLAN DIMENSIONS BEFORE BUILDING TRUSSES. VERIFY WALL HEIGHTS BEFORE BUILDING WALLS. ANY CONDITIONS THAT ARE DIFFERENT THAN THO�,E DEPICTED IN THESE DRAWINGS MUST BE REMEDIED BEFOHIE PROCEEDING WITH CONSTRUCTION. NOTIFY BUILDER, oWNER, AND ENGINEER OF ANY PLAN OR DESIGN DISCREp/�NCIES BEFORE PROCEEDING. TYP NEW FLOOR TRUSS ABOVE 1X4 PT BUCK STRIPS INSTALLED INSIDE BLOCK WALL OPENINGS W/2" T -NAILS 4" O.C. E41ST GROUTED 01TEL U -BLOCK _---W I # 5 STL REBAR CONTINUOUS EXIST PRECAST '--,LINTEL w 1 # 5 STL REBAPI IN GROUTED TROUGH NEW ALUM FRAME WINQOW OR �-EXTE[IIOR DOOR SCREWED TO 1X4 PT BUCK STRIPS EXIST PC,' CONC SILL -TYP EXIST BLOCK WALL TYP EXI�rr FOOTING. SEE FOUNDATION PLAN FQR ACTUAL FOOTINO ,:, (DETAIL. TYPICAL WINDOW/DOOR LINTEL DETAIL not to scale exist lintel beam exist I I block wall �Er >� I pt 2x8 top plate bolted to beam. Use 1/2" x X height see X 8" wedge bolts w/2" washers 24" oc. X floorplan X I XX dbl p.t. 2x8 studs TOP OF X I __� I at end of wall GUARDRAIL typ > X C\J > X exist > X connect 2x8 wall to block wall w/1/2" > X block > X --x 8" wedge bolts w/2" washers 24" 2ND 0 P*— 5Z , wall X o.c. vertically FLOOR 7 X X _---new 2x8 wd frame wall studs 16" oc Q STUCCO OVER C LAYERS C\I X X >1 X.A_� - (TARPAPER OR TYVEK) VAPOR X INSULATE WALL WITH MIN R-13 FG BATTS X X BARRIER OVER:!/2" (NOMINAL) CDX 6 X _-�_to separate air-cond sp from non- air cond PLYWOOD 4 X d SHEETS. install X X )< X pt 2x8 bottom plate bolted to sill. Use 1/2" vertical (NAIL 6� OC W 8D COM NAILS.) solid blipcking at all joints x 6" wedge bolts w/2" washers 24" oc. )< FLOOR TRUSSES :Z;�§K verify height typical new footinq or existinq precast conc in -sill' — �Iw PLAN OOD WALL TO I;XISTING BLOCK WALL CNCTN DETAILtt� w HEIGHT no( t01-Sc8le____1 T I LE OV E R 30LB 46 ASPHALT FELT 4,0 (NOMINAL) CDX PLYWOOD 4 X 8 SHEETS. 5/8 STAGGERED EVERY OTHER ROW (NAIL 6" OC W 8D RINGSHANK NAILS.) PRE-ENGINEERED WOOD TRUSSES 2' GALV STL HUR TIE EA TRUSS TO WALL OC. (BRACE & INSTALL AS PER (EACH CONNECTOR TO MEET y TRUSS CO INSTRUCTIONS) WINDLOAD REQUIRIVIENTS) fasten 6"' FIBERGLAS R-19 INSULATION MIN w/requi red nails See connector schedule METAL DRIP EDGE. ALUM OR VINYL SOFFIT AND FASCIA. 2 X 6 SEUB- FA§CIA. CONNECT SOFFIT ALUM Rf]�CEIVIN9 ,—CHANNEL TO WALL OR BEAM W/1-11R� TYP DBIL 2" X WOOD TOP PLATE, MIN SPLICE 4 FT. GALV ROOFING NAILS EAI 6�, Oc. PL E all splices to break over stud below. SOFFIT IN CHANNEL AND �IAIL OTHER END TO SUB -FASCIA W/1-1/2" GALV stud plate tie each stud to top and bottom ROOFING NAILS EA 16" OC plates. see connector schedule refer to 2nd level floorplan \DBL 2" X 12" HEADER (OVER ALL for wall thickness 2" X 2 WOOD SILL PLATE WALLOPENINGS) ALUM FRAME WINDOWS (FIN TYPE) 1/2" DRYWALL SCREWED TO STUDS TO MEET WINDLOAD REQUIREMENTS 3 1/2" BATT FIBERGLAS R-13 INSULATION MIN 1/2" (NOMINAL) CDX PLYWOOD 4 X TYP 2" X 2 WOOD STUDS 16" OC TO 8 SHEETS. install vertical (NAIL 6" MATCH WALL THICKNESS ON FLOORPLAN *,�OC W 8D COM NAILS.) solid TYP 2" X PT WOOD BOTTOM PLATE Nail blocking at all joints RUN SHEATHING ONTO WALL BELOW and nail 6" oc w to deck w 3 16d com nails ea truss or joist 8d com nails STUCCO OVER WIRE LATH OVEF1 2 -LAYERS (TARPAPER OR TYVEK) VAPOR BARRIER. TYP DBIL 2" X WOOD TOP PLATE. MIN SPLICE 4 FT. all splices to break over stud below. THRU BOLT BOTTOM PLATE TO TOP \PLATE BELOW USING 1/2" X 6" BOLT, N T, stud plate tie each stud to top and bottom & 2" WASHER EACH 24" OC plates. see connector schedule refer to 1 st level If QrpJFa6___- - - - -- - - \DBIL 2" X 12" HEADER (OVER ALL for wall thickness 2" X 2 WOOD SILL PLATE WALL OPENINGS) ALUM FRAME WINDOWS ( IN TYPE) 112" DRYWALL SCREWED TO STUDS TO MEET WINDLOAD Ej�_qYIREIVIEN SEE FLOORPLAN 3 1/2" BATT FIBERGLAS FOR SPECIFIC WALL R-13 INSULATION MIN 1/2" (NOMINAL) CDX PLYWOOD 4 X HEIGHT. TYP 2" X 2 WOOD STUDS 16" OC TO 8 SHEETS. install vertical (NAIL 6" MATCH WALL THICKNESS ON FLOORPLAN COM NAILS,) solid blocking at all joints TYP 1/2" X 10" J -BOLTS EMBEDDED 7" DEEP STUCCO OVER WIRE LATH INTO FOOTING EA 21 " ALONG PERIMETER WALL w -,OVER 2 LAYERS & 8" FROM EACH CORNER 2" washer ea bolt (TARPAPER OR TYVEK) COrINECTOR NOTES VAPOR BARRIER. RErEH TO CONNECTOR SCHEDULE FOR REQUIRED STFIAPS, SIZE AND SPACING. F13C REQUIRES ALL K"'�P.T. 2X4 PT SILL PLATE CorINECTORS TO MEET WIND LOADING AND CQI,ITINUOUS LOAD PATH REQUIREMENTS from footing to roof, TYP 2 STORY WOOD WALL SECTION t6 not to scale TYP STRINGER I CONNECTOR NOTES SHEARWALL LENGTH REFER TO CONNECTOR SCHEDULE FOR REQUIRED DBL TOP PLATE W STRAPS, SIZE AND SPACING. FBC REQUIRES ALL -4_____FR0M FLOORPLAN CONNECTORS TO MEET WIND LOADING AND NO BREAKS IN I CONTINUOUS LOAD PATH REQUIREMENTS from SHEARWALL ARE TYP STUDS 16" OC footing to roof. A I L NAIL BLOCKING AT DBLSTLID ALL HORIZ, AT EA END PLYWOOD SEAMS OF 6 SHEARWALL 1/2" CDX PLYWOOD OVER 2 X 4 WOOD 6 STUDS 16" OC `_NAIL PLYWID TO PLAN USE ST18 GALV STUDS W 81D COM HEIGHT STEEL STRAP FROM AbD FULL NAILS 6" OC. SHEARWALL TO STUD AS 6 0 EACH FLOOR TRUSS NEEDED TYP 2" X 4"PT FOR WOOD BOTTOM 16D NAILS INTO STRAPPING ___�-PLATE FASTENED BELOW. NAIL WITH STUD AND INTO 6 AS NOTED TO 7 SURFACE BELOW. TRUSS BELOW ------- ----- - - -----­­­­- ....... 9 RUN SHEARWALL TYPFLOOR SHEATHING ONTO TRUSSES BEARING____�l f --FLOOR TRUSS ENDS ON WALL BELOV and nail 6" oc w 8d I A" com nails 2ND FLOOR FRAME SHEARWALL DETAIL not to scale STAIR FRAMINC4 NOTES for strinqers and landInq const concrete to wood contact Interior residential stairs use three 2 x I? stringers for each stair run Use tarpaper or flashing or PT lumber at KST234 GALV up to 4'wide, Irarne raised landings with 2 base of stringers and at all framing in NOTE: FIELD MEASUREMENTS MAY x 4 studs 16,, oc and 2 x 6 joists 16" oc direct contact with concrete. DIFFER FROM THOSE INDICATED. minimum. USo, 6/8" (norn) cdx plywd on treads and risers SPINDLES MAY BE SUBSTITUTED FOR 2 X landing doclkz�. �C REQUIRES ALL 4& DRYWALL (builders option.) THESE floor helqhtS CUT` RISERS FROM I x 8 WOOL) STAIR PLANS ARE INTENDED TO PROVIDE verify all floor I joights on jobsite to accurately CUT 7_,�EADS FROM 2XI2 WOOD BASIC INFORMATION ONLY, FIELD determine riset height and tread width and MAXIMUM RISER HEIGHT 7 314" MODIFICATION MAY BE REQUIRED, footing to roof� INTO POST AND Count. I INTERIOR STAIR DETAIL TREADS AND RISERS: '18 RISERS 7.44" HIGH. 17THEAD8 10" EACH with one inch nosing not to scale TYP STUDS 16" OC DBL TOPIPLATI 6X6 P.T. POST FOR TRUSS BEARING ABOVE refer to floorplan for exact location TYP HA�IID �/�',LING le,ngth of stair-,-' TYP RISEF� RCrA 34 to 38 inches tz above toe FBC STAIR NOTES for Interior residential stairs within dwelllnq units treads and risers FBC 311.7.4.2 : stair treads & risers shall be of uniform size & shape. the tolerance between the largest and smallest riser height or tread depth shall not excess 3/8" in any flight of stairs handra(Is FBC 311 .7.7 Install handrail on minimum of 1 side of stairs 34" to 38" above toe of tread. handrails to be 1-1/4" to 2" in dia. and mounted 1-1/2" from wall. install handrail on ea side of open stairs quardralls FBC 312 install 42" high level guardrails at all balconies or landings that are open to below to form a vertical protective barrier. Reference fbc 1013 for height requirements open guardrails shall have protective grids or rails to prevent a 4" diameter ball from passing through. if bottom rail or curb installed it Must have less than a 2" gap above floor. headroom FBC 311.7.2 maintain a minimum headroom of 6-8" above all stair tread nosings lari FBC 311.7.5 landing must not be less in width and length than the width of the stairs t i I INSTALL (2) - USP KST234 GALV CONNECTOR NOTES STEEL STRAPS REFERTO CONNECTOR SCHED JLE FOR REQUIRED FASTENED FROM 6 TRAPS, SIZE AND SPACING, F �C REQUIRES ALL POST TO TRUSS CONNECTORS TO MEET WIND IOADING AND ABOVE. NAIL WITH CON TINUOUS I -OAF) PA FFI REQ!, IREMENTS frorn 16D TRUSS NAILS footing to roof� INTO POST AND INTO TRUSS ABOVE fill all holes. PLAN HEIGHT USE (2) - USP TD5 GALV STL HOLD-DOWNS. BOLT TYP 2" X 4"PT WEDGFANCHORS& WOOD BOTTOM THRU- BOLT TO /PLATE POST W/ (2) - 3/4" THRU BOLT, NUT & 2' WASHER See foundation plan for actual footing detail IN -WALL BEARING WOOP POST DETAIL not to scale DECKING NOTES (D INSTALL 4 X 8 5/8" NOM CIDX PLYWID DECKING AT RIGHT ANGLES TO ROOF TRUSSES/RAFTERS BELOW MIN PLYWOOD WIDTH IS 12" STAGGER END JOINTS centered over framing member INSTALL STEEL H -CLIP BETWEEN EACH UNBLOCKED PLYWOOD SEAM NAILING SCHEDULE NAIL DECKING 6" OC AT EDGES AND INTERIOR WITH 81D RINGSHANK NAILS NAIL DECKING 3" OC AT SUB FASCIA AND CORNERS AND AT HIPS WITH 8D RINGSHANK NAILS 0 NAIL DECKING 4" OC AT VALLEYS AND GABLE ENDS WITH 81D RINGSHANK NAILS TYP ROOF DIAPHRAGM FOR FU LY 2X4 BLOCKING NOTES (-Q'� INSTALL 2X4 BLOCKING AT GABLE END ENCLOSED STRUCTURES not I o scale �� JOINTS 48" OC MAX P rVID0 TILE OVER 3069-- Z4S�UIELJ 5/8" (NOMINAL) CDX PLYWOOD 4 X 8 SHEETS. STAGGERED EVERY OTHER ROW (NAIL 6" OC W 8D RING,';HANK NAILS.) PRE-ENGINEERED WOOD T �_ES 2' GALV STL HUR TIE EA TRUSS TO WALL OC. (BRACE& INSTALL AS PUR (EACH CONNECTOR TO MEET TRUSS CO INSTRUCTIONS) WINDLOAD REQUIRMENTS) fasten w/required nails See connector schedule 6 FIBERGLAS R-19 INSULATION MIN METAL DRIP EDGE. ALUM OR VINYL SOFFIT AND FASCIA. 2 X 6 SUB- FASCIA. CONNECT SOFFIT ALUM RECEIVING -.,—CHANNEL TO WALL OR BEAM W/1-1/2" TYP DBIL 2" X 2 WOOD TOP PLATE. MIN SPLICE 4 FT. GALV ROOFING NAILS EA 16" OC. PLACE all splices to break over stud below. SOFFIT IN CHANNEL AND NAIL OTHER END TO SUB -FASCIA W/1-1/2" GALV stud plate tie each stud to top and bottom ROOFING NAILS EA 16" OC plates. see connector schedule refer to 2nd level f loorplan \DBL 2" X 12" HEADER (OVER ALL for wall thickness 2" X " WOOD SILL PLATE WALL OPENINGS) ALUM FRAME WINDOWS (FIN TYPE) 3/4" SUBFILOOR. 1/2" DRYWALL SCREWED TO STUDS \TO MEET WINDLOAD STRUCTURAL T&G 4 x 8 REQUIREMENTS DECKING FASTENED 3 1/2" BATT FIBERGLAS WITH 8D RINGSHANK R-13 INSULATION MIN NAILS 6" OC. TYP 2" X WOOD STUDS 16" OC TO 1/2" (NOMINAL) CDX PLYWOOD 4 X 8 SHEETS. install vertical (NAIL 6" MATCH WALL THICKNESS ON FLOORPLAN_---I, *_�OCW81DICOM NAILS.) solid blocking at all joints RUN SHEATHING TYP 2" X - " PT WOOD BOTTOM PLATE Nail ONTO FLOOR TRUSS ENDS and nail to deck W 3 16d corn nails ea truss or joist 6" oc w Arl nnrn nsii.q \ I / STUCCO OVER WIRE LATH PRE-FNGINEEREID WOOD TRUSSES 2' OVER 2 LAYERS OC. (BRACE & INSTALL AS PER TRUSS (TARPAPER OR TYVEK) CO INSTRUCTIONS) VAPOR BARRIER. USE ST1 8 GALV STEEL STRAP FASTENED 1/2" CB DRYWALL TO STUD AND FLOOR TRUSS. NAIL WITH SCREWED TO TRUSS 16D NAILS INTO STUD AND INTO EACH BOTTOM CHORD. TRUSS BELOW fasten w/required nails See connector schedule CONSTRUCT NEW 14" HIGH 2X8 16" OC WOOD KNEEWALL ABOVE EXISTING BLOCK WALL stud plate tie each stud to top and bottom plates ea side. see connector schedule EXISTING 8' BLOCK WALL NEW FOIL BACKED INSULATION R-4.2 min _J_ NEW 1" X 2" PT FURRING STRIPS INSTALLED VERT 2'OC or 16" if builder prefers ON INSIDE OF BLOCK WALL (LIVING AREA.) INSTALL A CONTINUOUS HORIZ STRIP ON TOP AND BOTTOM OF BLOCK WALL. NEW 1/2" DRYWALL SCREWED TO FURRING, ---- CONNECTOR NOTES REFER TO CONNECTOR SCHEDULE FOR REQUIRED \EXISTING SLAB & STRAPS, SIZE AND SPACING. FEIC REQUIRES ALL FOOTING CONNECTORS TO MEET WIND LOADING AND CONTINUOUS LOAD PATH REQUIREMENTS from footing to roof. BOLT P,T. BOTTOM PLATE TO EXISTING BLOCK WALL USING 1/2" X 8" WEDGE BOLT W/2"WASHER EA 32" OC & WITHIN 12" OF EACH CORNER SEE FLOORPLAN FOR SPECIFIC WALL HEIGHT. ,\EXISTING BLOCK WALL "*'�EXISTING STUCCO TYP 2 STORY WALL SECTION not to scale ENGINEERING NOTE THIS PLAN lliAS BEEN DESIGNED TO MEET OR EXCEED THL REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, FOR RESIDENTIAL CONST. THE ENGINEERING ON THIS PLAN DOES NOT COVER ELECTRICAL, HARV, OR BVJUI%UG. SEAL 6*110 % OP e,% CONSULTING F-rWR ENGINEER: IHARbi;��N, JR P.E. FL. P. E. # 43670 PH: 321-508-4266 ADDRESS: 14363 WINGFOOT RD ORLANDO FIL 32826 J__ WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBC WIND LOAD AND LABELING REQUIREMENTS CONCRETE NOTES CAST IN PLACE CONCRETE SHALL HAVE A 28 DAY COMPRESSIVF-- STRENGTH OF 2500 PSI MINIMUM, AND SHALL BE PROPERLY MIXED, PLACED AND CURED. USE 6X6 WELDED WIRE IN SLAB OR FIBERMIX CONCRETE. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE NOT LESS THAN 2" FOR WALLS and SLABS and 3" FOR STEM WALLS AND FOOTINGS. ALL CONCRETE FOOTINGS SHALL HAVE A MINIMUM OF 2 9 5 STEEL RERAR CONTINUOUS AND A 45 CORNER BAR AT EXTERIOR FOOTING INTERSECTIONS. rLOOR TRUSSES TRUSS DRAWINGS SHALL BE SUBMITTED TO ENGINEER I -OR REVIEW PRIOR TO FABRICATIC)N 13Y TRUSS CO. APPROVED DRAWING 81-IALL INCLUDE LAYOUT, DESIGN LOADS, REACTIONS (DLL AND LL) AND ALL INFORMATION FOR INSTALLATION. TRUSS DESIGN SHALL INCLUDE UPLIFT CALCS AND DESIGN LOADS FOR GRAVITY AND UPLIFT. ALL APPROVED DRAWINGS AND CALCS MUST BE SCIALED BY A FL REGISTERED ENGINEER. ALL BRACING CALLED FOR IN TRUSS DESIGN IS TO BE PROPERLY INSTALLED; TRUSS COMPANY MUST NOTIFY ENGINEER in writing OF ANY PLAN DISCREPANCIES or changes IN 13EARING POINTS, FLOOR TRUSS DESIGN OF! FOOTING LOCATIONS NOT INDICATED ON THIS ORIGINAL PLAN. THIS PLAN WAS DESIGNED BEFORE and without benefit of TI-iE TRUSS DESIGN AND ANY MODIFICA'f 'ION TO MEET TRUSS REQUIREMF-NTS IS THE RESPONSIBILITY OF THE TRUSO CO AND THE BUILDER. FLOOR TRUSS PLANS FROM TRUSS CO. SHALL INUILIDE FLOOR LIVE LOAD IN ADDITIONTO OTHER REQD INFORMATION L)RAFTSTOPPING DRAFTSTOPPING NOT REQUIRED FOR THIS ADDITION, EACH NEW 2ND LEVEL FLOOR IS LESS THAN 500 So FT F13C REFERC�NCE: DRAFTSTOPPING IN FLOOR AREAS to provide separation of no more than 500 sq ft. area for ent're 2nd floor. continuous DRAFTSTOPI-IING FASTENED TO SIDE OF JOIST use 1/2" drywiAll or 1/2" plywood. securely fasten to one side of floor truss. seal all holes or penetrations to prevent air flow from each 500sf area. WOOD 13EARING HEADER NOTES DOUBLE 2 X 12 WOOD BEAM ON SPANS UP TO 10 FT. ON SPANS GFIETATER THAN 10- UP TO 14'USE LVIL BEAM USE DBL 2 x 12 OVER WINDOW OPENINGS. OVER DOORS USE D(DUBLE 2x 10 TO OBTAIN 83" HT IN 8' HIGH WALLS. WALLS 97" AND HIGHER USE DOUBLE 2 X 12 HEADEFI. 2 x 4 JACK STUDS REQ AT EA END OF BEARING HEADER. OPENINGS up"ro& USE I JACK EA END. OPENINGS OVER &BUT UNDER 6- USE 2 JACKS EA END. OPENINGS 6'13UT UNDER IJ'USE 3 JACK STUDS EA END. OPENINGS 8'TO12'USE4JACKSEAEND. STRAP EA HEADER END TO STUDS FOFI UPLIFT AND LOAD PATH. REQUIREMENTa REFER TOTHUSS ENGINEERING FOR LOAD AND REFr_R TO CONNECTOR SCHEDULE FOR PROPER STRAP. MATCH END STUD COUNT TO JACK STUD COUNT. REBAR NOTE UNLESS OTHERWISE NOTED, USE MIN GRADE 40 #5 REBAR WITH A STANDARD STRENGTH OF 40,000 PSI. AS REINFORCEMENT IN ALL CONCRETE FOOTINGS. PROJECT 7910 AURORA CT ADDRESS. CAPE CANAVERAL, FIL 32920 st)arDiv AVON BY THE SEA SUILE)ER CHARLES BOYD CONSTRUCTION PH 321-868-7725 1DATE DRAwN NOVEMBER 5TH 2014 RE\11SIONE)ATIES, DECEMBER 11TH2014 RENOVATION FOR ANDERSON RESIDENCE This plan, plan notes border notes and all paqes are copyriqhted 2oiA by qrIffIth Plam. No portIon inay be reproduced or copied in any way without prior written permission from qriffith Plans. AJI riqhts are reseryed and vA be proteded and enforced in the eyent or yiolatIon. PG 4 OF 4 STRUCTURAL DETAILS WALL SECTIONS IMPACT GLASS, panels or �,hutters are required on all new windows and doors jth glazed openings. REFER TO INSTALLATION PETAILS FROM MANUFACTURER OF WINOOWS AND EXTERIOR DOOR(S). THESE DETAILS ARE TO BE ATTACHED TO BUILDING PLAN. ALL NEW WINDOWS AND L)OORS TO COMPLY WITH WINDLOADING REQUIREMENTS AS STATED IN FBC, REFER TO WINDLOADING CALCULATIONS FOR THIS BUILDING. USE MANUFACTURER WINDOW AND DOOR SIZE CHART TO OBTAIN RUF OPENINGS. PLAN DIMENSIONS ARE FOR LOCATION ONLY. VERIFICATION REQUIRED this note appli0 to builder, owner and all 5ubcontractor5 ALL DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED. VERIFY THAT 8LAB HEIGHTS COMPLY WITH LOCAL CODE REQUIREMENTS (FOR ABOVE ROAD HEIGHTS, DRAINAGE AND SEWER CONNEC-TIONS) VERIFY SETBACK COMPLIANCE BEFORE PLACING CONCRETE. VERIFY FLOORPLAN DIMENSIONS BEFOIIE BUILDING TRUSSES. VERIFY WALL HEIGHTS BEFORE BUILDING WALLS.. ANY CONDITIONS THAT ARE DIFFERa)T THAN THOSE DEPICTED IN THESE DRAWINGS MUST BE REMEDIED BEFORE PROCEEDING WITH CONSTRUCTION. NOTIFY BUILDER, OWNER, AND ENGINEER OF ANY PLAN OR DE81GN DISCREPANCIES BEFORE PROCEEDING. FLOORPLAN SYMBOLKEY ELECTRICAL SYMBOLS WALL MOUNT duplex 0 REGEPT 125V 0 WP WEATHERPROOF duplex 125V ON GFCI CIRCUIT FLR FLOOR MOUNT duplex 125V RECEPT wall mount duplex GROUND FAULT CIRCUIT INfERRUPTER (300 RECEP CEILING MOUNT duplex gfci CAR DOOR OPENER nEC 125V 220v dbWALL MOUNT 220V $ WALL SWITCH 0 HANGING LT FIXTURE CEILING MOUNT LIGHT FIXTURE WALL OR CEILING MOUNT RECESSED LIGHT V1110.01D EXTERIOR FLOOD LIGHT FAN BATH EXHAUST LI(,HT FAN W LIGHT E3 BATH EXHAUS T FAN 4FT FLOURES LIGHT /—TV\ IE7 TV COAX rn e -t COMPUTER NEPWORKING TELEPHONE RECEPT cat5 minimum SMOKE & CARBON MONOXIDE DETECTOR DOORBELL PUSHBUTTON GARAGE DR opener PUSHBUTTON pb ��ING FAN METAL 0 '1EIL BOXBRACED CIRCUIT BREAKER PANEL MISC SYMBOLS HOSE FAUCET co NEW ELEC SERVICE CALCULATIONS f BUILDINP CODE, FOR RESIDENTIAL CONST. GEN LIGHTING 976 X 3VA 2928 VA LAUNDRY 42 —TYPE 1500 VA KIrCHEN SABC01500VAX2 1500VAx2 3000 VA RANGE WINDOW & DR COMPLIANCE 8000 VA DRYER #10 ROMEX— 5000 VA WATER HEATER WOOD POST 4500 VA 0 SHWASHER 00 0 VA MICROWAVE WALL HEIGHT NOTES 1500 VA DISPOSAL COPPER 1176 VA POOLPLIMPI 1/2 HP 10A wall sconce 0 VA IRRIG PUMP 3/4HP6A TO COMPLY WITH STATE 1656 VA 250.94 existing ELEC; RISER nts 29260 VA TOTAL IST 11OKW Ar l00% -10000 VA IF INSTALLATION OR REPAIR OF GAS PIPING THEN FBC A EQUALS 19260 VA BALANCEAT40%OFA / base / 7704 VA PLVS IST 10 KW 1 0000 VA Cab& B EQUALS 17704 VA ADD FOR HEAT/AC-HEAT PUMP I 220Y / counte HEAT AT 1OKW 10000 VA A/C 0 40A x 240V - -Ad 9600 VA 0 EQUALS 19600 373QI VA VA 37,304 VA1240V EQUAL] PROJECT 7910AURORACT & DRYER CAPE CANAVERAL, FL 32920 SUSIDIV_AVON BY THE SEA 155 AMPS REQUIRED W-,stair5 approx REVISION DATES. BATH USE 200 AMP SERVICE I OPENINq )'aff here APPROX NEW KITCHEN LAYOUT not to scale refer to cabinet design by cabinet company for actual sizes 201 N DEMO FLOORPLAN 1/411 = 1'0 IIIIIIIIIIIIII10- i NEW 48'W X 60"H fixed qla5s TOP OF WINDOW 92"AFF 4ft lonq wd frame 5hearw] 0) 201 1011 NEW 12O'W x 6o"H fixed cilass TOP OF WINDOW 92"AFF 7_77Z7777771_1- 18'9 - \ \ / 4ft lonq wd LO '41__�frame OPEN TO BELOW �b 111111 5hearwi X 31 1411 42""qH STAIT�_S RAILINq OR KNEEWALL (:E verify w/owner I C\I LOFT new Yaulted clq -I cd 2X3 attic I access W PC in (2) NEW 36'W x T_ L�iqht 6o"H SH eqress TOP OF --DIN WINDOW 92"AFF A INVERTED HIP S VAULTCLq 00 CO 6ft lonq wd frame shearwl — — — --- 1A 6ft lonq d (2) - NEW 36'W x frame 6o" I H SH eqress 5hearwl TOP OF WINDOW 91- AFF WALL DESC—R—PT-1-0-] 1 oI__ 1011 NEW 9'EXTERIOR WOOD FRAME WALL 201 NEW 2ND LEVEL FLOORPLAN 1/411 = 1 1 0 LSCOPE OF WORK I LT FUR OUT WOOD FRAME WALL TO MATCH BLOCK WALL WIDTH IF NEEDED A CONSTRUCT NEW KNEEWALL 201 XND 2ND LEVEL ADDITION FRAME -FILL -101 EXISTINq AT�OVE EXISTINq BLOCK 1011 WINDOW WALLS AS SHOWN ON PLAN INSTALL NEW 12o68 SLIDER CONSTRUCT NEW INTERIOR W/NEW DF3L I_VL BEARTNq iRecess under FLOOD ALLS AS SHOWN HEADER AaOVE sliders I" deep — — — — — — - — — — — — �,TALL NEW PLUMBINq slidinq qla55 dr qFCI JND ELECTRICAL FIXTURES 18'9 FUR OUT WOOD AS SHOWN "torear 0 FRAME WALL TO I 1NINq floods MATCH BLOCK WALL CONTRACTOR IS RESPONSIBLE 24"W 22oV ranrie WIDTH IF NEEDED co FOR ENSURINq ADEqUATE w/microwaye above JAFETY & TEMPORARY SUPPORT LIVINq 9URINq REMOVAL OF ANY 5EARINq BEAMS, WALLS, ETC. KITCHEN I NEW PRE-ENqNEERED ROOF disposal NEW 36"W x 36"H SH �RUSSES TO BE INSTALLED ON NEW st vaulted clq w/swtch in ex!5t!riq openinq DDITION APPROX)/12 PITCH �OTE. USE MANUFACTURER exit qFCI NE DOW AND DOOR SIZE rs P qiART TO OBTAIN RUF 30,W cFEN]NqS. PLAN DIMENSIONS — — — — — — — — — — — — — — — — — — — — — - —fr4dqe-(Q:-. qFCI APE FOR LOCATION ONLY. Coll - — — — — — -- — — — — — — — — — — — — — — — — — — - [tpaee — VAI b 8'4AFF IWIlce-line *LOW FOR PT BUCKSTRIPS to front NEW qRDEIR floods INTSIDE BLOCK WALL OPEN]NqS FLOOR TRUSS OPE n to aboye AEOvE IVSULATE EXTERIOR WOOD a FPAtvIE WALLS R-13 minimum f BUILDINP CODE, FOR RESIDENTIAL CONST. TYP WEATHERHID ELECTRICAL, HARV, OR PLUMBING. 410 SER AL TYP % % . #12 ROMEX 42 —TYPE OF Qj 200 AMP CONSULTING ili�_.&W_JR FOYER FL. P. E. # 43670 PH: 321-508-4266 BREAKER WINDOW & DR COMPLIANCE SERV. WITH FBC WIND LOAD AND LABELING REQUIREMENTS EXISTING #10 ROMEX— WALLS ARE NON-BEARING 2 X4 WOOD FRAME 2 FT. OC. OR161 OC IF BUILDER PREFERS. ADD BLOCKING IN WALL CAB AREAS PNL WOOD POST ELEC #8 ROM EX — PANEL 00 VERT STRIPS ARE 2'OC OR IF BUILDER PREFERS 16" OC USE 1 X8 ETAS WALL NAILERS ONLY. USE1X4PTAROUND METER W/DISC I WALL HEIGHT NOTES ALL WALL HEIGHTS ARE MEASURED FROM MAIN SLAB. !�XISTING FLOOR MEANS MAIN SLAB OR MAIN FLOOR LEVEL OF COPPER ins tall approved C3ROUND intersystem bonding wall sconce termination for ALL ELEC INSTALLATIONS bonding of other TO COMPLY WITH STATE systems per nec AND LOCAL ELEC CODES 250.94 existing ELEC; RISER nts APPROX NEW KITCHEN LAYOUT not to scale refer to cabinet design by cabinet company for actual sizes 201 N DEMO FLOORPLAN 1/411 = 1'0 IIIIIIIIIIIIII10- i NEW 48'W X 60"H fixed qla5s TOP OF WINDOW 92"AFF 4ft lonq wd frame 5hearw] 0) 201 1011 NEW 12O'W x 6o"H fixed cilass TOP OF WINDOW 92"AFF 7_77Z7777771_1- 18'9 - \ \ / 4ft lonq wd LO '41__�frame OPEN TO BELOW �b 111111 5hearwi X 31 1411 42""qH STAIT�_S RAILINq OR KNEEWALL (:E verify w/owner I C\I LOFT new Yaulted clq -I cd 2X3 attic I access W PC in (2) NEW 36'W x T_ L�iqht 6o"H SH eqress TOP OF --DIN WINDOW 92"AFF A INVERTED HIP S VAULTCLq 00 CO 6ft lonq wd frame shearwl — — — --- 1A 6ft lonq d (2) - NEW 36'W x frame 6o" I H SH eqress 5hearwl TOP OF WINDOW 91- AFF WALL DESC—R—PT-1-0-] 1 oI__ 1011 NEW 9'EXTERIOR WOOD FRAME WALL 201 NEW 2ND LEVEL FLOORPLAN 1/411 = 1 1 0 LSCOPE OF WORK I LT FUR OUT WOOD FRAME WALL TO MATCH BLOCK WALL WIDTH IF NEEDED A CONSTRUCT NEW KNEEWALL 201 XND 2ND LEVEL ADDITION FRAME -FILL -101 EXISTINq AT�OVE EXISTINq BLOCK 1011 WINDOW WALLS AS SHOWN ON PLAN INSTALL NEW 12o68 SLIDER CONSTRUCT NEW INTERIOR W/NEW DF3L I_VL BEARTNq iRecess under FLOOD ALLS AS SHOWN HEADER AaOVE sliders I" deep — — — — — — - — — — — — �,TALL NEW PLUMBINq slidinq qla55 dr qFCI JND ELECTRICAL FIXTURES 18'9 FUR OUT WOOD AS SHOWN "torear 0 FRAME WALL TO I 1NINq floods MATCH BLOCK WALL CONTRACTOR IS RESPONSIBLE 24"W 22oV ranrie WIDTH IF NEEDED co FOR ENSURINq ADEqUATE w/microwaye above JAFETY & TEMPORARY SUPPORT LIVINq 9URINq REMOVAL OF ANY 5EARINq BEAMS, WALLS, ETC. KITCHEN I NEW PRE-ENqNEERED ROOF disposal NEW 36"W x 36"H SH �RUSSES TO BE INSTALLED ON NEW st vaulted clq w/swtch in ex!5t!riq openinq DDITION APPROX)/12 PITCH �OTE. USE MANUFACTURER exit qFCI NE DOW AND DOOR SIZE rs P qiART TO OBTAIN RUF 30,W cFEN]NqS. PLAN DIMENSIONS — — — — — — — — — — — — — — — — — — — — — - —fr4dqe-(Q:-. qFCI APE FOR LOCATION ONLY. Coll - — — — — — -- — — — — — — — — — — — — — — — — — — - [tpaee — VAI b 8'4AFF IWIlce-line *LOW FOR PT BUCKSTRIPS to front NEW qRDEIR floods INTSIDE BLOCK WALL OPEN]NqS FLOOR TRUSS OPE n to aboye AEOvE IVSULATE EXTERIOR WOOD a FPAtvIE WALLS R-13 minimum 1 ST LEVEL FLOORPLAN 1/411 1,0 29 Y� F�LECTRICAL NOTES I A JLL ELECTRICAL INDICATED ON 4) 0: Lt—/- . cr) OR IS _P OORPLAN IS NEW UNLESS I 0 0 "A T T RWI OTED OTHERWISE AND SHOULD 4 EW ELECTRIC TO BE FED FROM IrW ELEC PANEL, Al_L 125V WALL RECEPTACLES TO EJE TAMPER-RESISTANT TYPE AND PROTECTED 01 �/_ j - I 1> 125V WALL RECEPTACLES TO qFC1 PROTECTED IN THE �6 ILLOWINq LOCATIONS, KITCHEN, THS, LAUNDRY, qARA(qE AND EXTERIOR OUTLETS I STALL COMBINATION SMOKE & 0 ,�RBON MONOXIDE DETECTORS DWRED AND INTERCONNECTED '/BATT BACKUP INSTALLED WHERE Y A :LL DES EXISTINq 8'EXTERIOR BLK WALL I-H+FEE= EXISTINq 8'EXTERIOR WOOD FRAME NEW INTERIOR WOOD FRAME WALL �RACKINq DATE. NOVEMBER 5TH 2014 V. ENGINEERING NOTE THIS PL" HAS BEEN DESIGNED TO MEET OR EXCEEb THE REQUIREMENTS OF THE 2010 FLORIDA BUILDINP CODE, FOR RESIDENTIAL CONST. THE ENCIINEERING ON THIS PLAN DOEYNOT COVER ELECTRICAL, HARV, OR PLUMBING. SEAL % % . 70 I OF Qj IN -WALL P.T. CONSULTING ili�_.&W_JR FOYER FL. P. E. # 43670 PH: 321-508-4266 ADDRESS: 14363 WINGFOOT RD ORLANDO,FL 3 826 WINDOW & DR COMPLIANCE 6X6 BEARTNq WITH FBC WIND LOAD AND LABELING REQUIREMENTS NON-BEARING WALL NOTES UNLESS OTHERWISE NOTED ON FLOORPLAN ALL INTERIOR WALLS ARE NON-BEARING 2 X4 WOOD FRAME 2 FT. OC. OR161 OC IF BUILDER PREFERS. ADD BLOCKING IN WALL CAB AREAS AND AT ALL vr-HT JOINTS. FIREBLOCK AS NEEDED TO WOOD POST DRYWALL FURRING NOTE open to aboye NAILS OR T- NAILS IN INTERIOR AC SP ONLY. USE 1 X 2 PT ON 00 VERT STRIPS ARE 2'OC OR IF BUILDER PREFERS 16" OC USE 1 X8 ETAS WALL NAILERS ONLY. USE1X4PTAROUND wall WALL HEIGHT NOTES ALL WALL HEIGHTS ARE MEASURED FROM MAIN SLAB. NEW entry door in FLOOR MEANS MAIN SLAB OR MAIN FLOOR LEVEL OF STRUCTURE THIS PLAN WAS DESIGNED TO MEET OR 5c nc ��Q EXCEED THE FOLLOWING CODES, AS wall sconce existinq openinq THE 2010 FLORIDA BUILDING CODE _�Ulp IF DETACHED ONE OR TWO FAMILY DWELLINGS OR TOWNHOUSES THEN FBC RESIDENTIAL IF EXISTING BUILDING UNDERGOING REPAIR THEN CHAPT 34 exist FPLEJ IF REPAIR OR INSTALLATION OF ELEC SYSTEMS THEN FBC BUILDING CHAPTER 27 OR FBC RESIDENTIAL CHAPT 34-40 IF INSTALLATION OR REPAIR OF GAS PIPING THEN FBC meter with disconnect 220Y AIR VVH / base / FBC PLUMBING FOR FIRE PREVENTION MEASURES THE FLORIDA FIRE CODE IF INSTALLATION OR REPAIR OF HARV SYSTEMS Cq HAN Cab& FOR ENERGY EFFICIENCY THEN FBC CHAPTER 11 approx location I 220Y / counte STACKED PRESSURE LINES AND ANY OTHER INFORMATION USUALLY 11 - -Ad LARENOT INCLUDED IN THIS PLAN DESIGN. WASHER 703 ist Level SF REMOVE EXISTINq 24 _\ 1185 TOTAL SF AC SP PROJECT 7910AURORACT & DRYER CAPE CANAVERAL, FL 32920 SUSIDIV_AVON BY THE SEA SH AND FRAME -FILL W-,stair5 approx REVISION DATES. BATH REMOVE OPENINq )'aff here This plan, plan notes border notes and all pacies are copyr(qhled 2014 by ciritlith new,�' ternprd cilas dr EXISTINq (2) - 24 SH enforced In the eyent of Ylolatlon. \AIF, — STAIRS 5'10— flat clq 3'6 ANDTNSTALL NEW 72W X WH qFcl 3'6 I I 7 ex ran recessed TEMPRD FIXED 69/ - shwr qLS in existinq Z / 10 openinq DEMO SCOPE OF WORK 4 x 4 ac pad (DE / bo WALK-IN knee / REMOVE ALL EXISTINq INTERIOR AIR COND space ternp�d WALLS, CABINETS, DOORS AND class panel PLUMBINq FIXTURES stairs new 9'flat clq 5hwr hd concealed qF REMOVE EXISTINq FLAT -DECK In5tall PVC AC within ceilinq 'q ROOF OVER BLOCK WALL CHASE to AH here approx -2868 - j�o�,e AREAS ONLY —22� It ALL EXTERIOR WALLS TO REMAIN x fan q\j co 9'4=R—,Lf 67 REMOVE ALL EXTERIOR DOORS AND WINDOWS ---Jl FLOOD NEW 24 SH in YF21t- LOOD existinq openinq LT 127 7'6-- 201 1 ST LEVEL FLOORPLAN 1/411 1,0 29 Y� F�LECTRICAL NOTES I A JLL ELECTRICAL INDICATED ON 4) 0: Lt—/- . cr) OR IS _P OORPLAN IS NEW UNLESS I 0 0 "A T T RWI OTED OTHERWISE AND SHOULD 4 EW ELECTRIC TO BE FED FROM IrW ELEC PANEL, Al_L 125V WALL RECEPTACLES TO EJE TAMPER-RESISTANT TYPE AND PROTECTED 01 �/_ j - I 1> 125V WALL RECEPTACLES TO qFC1 PROTECTED IN THE �6 ILLOWINq LOCATIONS, KITCHEN, THS, LAUNDRY, qARA(qE AND EXTERIOR OUTLETS I STALL COMBINATION SMOKE & 0 ,�RBON MONOXIDE DETECTORS DWRED AND INTERCONNECTED '/BATT BACKUP INSTALLED WHERE Y A :LL DES EXISTINq 8'EXTERIOR BLK WALL I-H+FEE= EXISTINq 8'EXTERIOR WOOD FRAME NEW INTERIOR WOOD FRAME WALL �RACKINq DATE. NOVEMBER 5TH 2014 V. ENGINEERING NOTE THIS PL" HAS BEEN DESIGNED TO MEET OR EXCEEb THE REQUIREMENTS OF THE 2010 FLORIDA BUILDINP CODE, FOR RESIDENTIAL CONST. THE ENCIINEERING ON THIS PLAN DOEYNOT COVER ELECTRICAL, HARV, OR PLUMBING. SEAL % % . 70 I OF Qj % % A CONSULTING ili�_.&W_JR H P.E. ENGINEER: H FL. P. E. # 43670 PH: 321-508-4266 ADDRESS: 14363 WINGFOOT RD ORLANDO,FL 3 826 WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBC WIND LOAD AND LABELING REQUIREMENTS NON-BEARING WALL NOTES UNLESS OTHERWISE NOTED ON FLOORPLAN ALL INTERIOR WALLS ARE NON-BEARING 2 X4 WOOD FRAME 2 FT. OC. OR161 OC IF BUILDER PREFERS. ADD BLOCKING IN WALL CAB AREAS AND AT ALL vr-HT JOINTS. FIREBLOCK AS NEEDED TO SEPARATE CEILINGS AND WALL SP. DRYWALL FURRING NOTE ALL PT FURRING IS SECURLY NAILED TO BLOCK WALLS W CUT NAILS OR T- NAILS IN INTERIOR AC SP ONLY. USE 1 X 2 PT ON WALLS AND 13AND TOP AND BOTTOM No air gaps in top band VERT STRIPS ARE 2'OC OR IF BUILDER PREFERS 16" OC USE 1 X8 ETAS WALL NAILERS ONLY. USE1X4PTAROUND WINDOWS AND DRS. WALL HEIGHT NOTES ALL WALL HEIGHTS ARE MEASURED FROM MAIN SLAB. AFF MEANS "ABOVE FINISHED FLOOR". FINISHED FLOOR MEANS MAIN SLAB OR MAIN FLOOR LEVEL OF STRUCTURE THIS PLAN WAS DESIGNED TO MEET OR EXCEED THE FOLLOWING CODES, AS APPLICABLE, UNDER THE UMBRELLA OF THE 2010 FLORIDA BUILDING CODE IF DETACHED ONE OR TWO FAMILY DWELLINGS OR TOWNHOUSES THEN FBC RESIDENTIAL IF EXISTING BUILDING UNDERGOING REPAIR THEN CHAPT 34 IF REPAIR OR INSTALLATION OF ELEC SYSTEMS THEN FBC BUILDING CHAPTER 27 OR FBC RESIDENTIAL CHAPT 34-40 IF INSTALLATION OR REPAIR OF GAS PIPING THEN FBC FUEL GAS IF INSTALLATION OR REPAIR OF PLUMBING THEN FBC PLUMBING FOR FIRE PREVENTION MEASURES THE FLORIDA FIRE CODE IF INSTALLATION OR REPAIR OF HARV SYSTEMS THEN FBC MECHANICAL FOR ENERGY EFFICIENCY THEN FBC CHAPTER 11 IF ACCESSIBILITY PROVISIONS THEN FBC BUILDING CHAPTER1 1 ACTUAL DESIGN AND SIZING OF HARV SYSTEM, GAS PIPING, ENERGY CALCULATIONS, PLUMBING LIFT STATIONS OR PRESSURE LINES AND ANY OTHER INFORMATION USUALLY FURNISHED BY LICENSED SUB -CONTRACTORS AND SUPPLIERS LARENOT INCLUDED IN THIS PLAN DESIGN. 703 ist Level SF 273 2nd Level SF 209 Open to below SF 1185 TOTAL SF AC SP PROJECT 7910AURORACT ADDRESS. CAPE CANAVERAL, FL 32920 SUSIDIV_AVON BY THE SEA BULDER CHARLES BOYD CONSTRUCTION PH 321-868-7725 DATE DRAWN NOVEMBER 5TH 2014 REVISION DATES. RENOVATION FOR A DE.R_ON RESIDENCE This plan, plan notes border notes and all pacies are copyr(qhled 2014 by ciritlith Plans. No portion may be reproduced or copied In any way without prior wrillen perrusSion from qriffith Plans. AJI r(qhts are resmed and will be protected and enforced In the eyent of Ylolatlon. PG 1 OF4 IRT R 9Nn I FVFI Fi nnAPI Amq n1=KAr) FLOORPLAN, ELEC RISER & LOAD CALCS VERIFICATION REQUIRED this no -NO applies to builder, owner and all subcontractors ALL DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED. Vr-HIFY THAT SLAB HEIGHTS COMPLY WITH LOCAL CODE REQUIREMENTS (FOR ABOVE ROAD HEIGHTS, DRAINAGE AND SEVIER CONNECTIONS) VERIFY SETBACK COMPLIANCE BEFORE PLACING CONCRETE. VERIFY FLOORPLAN DIMENSIONS BEFORE BUILDING TRUSSES, VERIFY WALL HEIGHTS BEFORE BUILDING WALLS.. ANY CONDITIONS THAT ARE DIFFERENT THAN THOSE DEPICTED IN THESE DRAWINGS PAUST BE REMEDIED BEFORE PROCEEDING WITH CONSTRUCTION. NOTIFY BUILDER, OWNER, AND ENGINEER OF ANY PLAN OR DESIGN DISCREPANCIES BEFORE PROCEEDING. PROJECT DATA SUMMARY RESIDENTIAL - DESIGN FOR PROTECTED OPENINGS, 150 MPH Hurricane Resistant Construction for Wind -Borne Debris Region. APPLICABLE CODES: Residential Code: Florida Building Code, Residential 2010 Includes Mechanical, Plumbing, Accessibility, and Energy Electrical Code: 2008 National Electrical Code Fire Code: Florida Fire Prevention Code STRUCTURAL FORCES SOIL DESIGN 2000 PSF ASSUMED FLOOR DESIGN LIVE LOAD 40 PSF OR AS PER TRUSS DESIGN BY OTHERS DEAD LOAD 30PSF OR ASPER TRUSS DESIGN BY OTHERS ROOF DESIGN LIVE LOAD 16 PSF OR AS PER TRUSS DESIGN BY OTHERS DEAD LOAD 25PSF OR ASPER TRUSS DESIGN BY OTHERS WIND DESIGN ULTIMATE WIND SPEED 150 MPH, NOMINAL 116 MPH WIND EXPOSURE "D" within 600 ft of open water(5000sf sa)per fbc201 0 INTERNAL PRESSURE COEFFICIENT .18 (ENCLOSED) shutters or impact glass reqd. BUILDING RISK CATEGORY 11 MAIN WIND FORCE RESISTING SYSTEM all loads in PSF ROOF -34.03 PSF THIS STRUCTURE IS DESIGNED AS ENCLOSED shutters or impact glass reqd. SIDES -38,fj6 PSF LEEWARD -30.10 PSF WINDWARD 41.05 PSF COMPONENTS AND CLADDING DESIGN PRESSURES WIND PRESSURES PSF MIN REQD. FOR OH F)OORS 31.85 -35.09 MIN REQD. FOR SLI[)JNG DOORS 34.74 -44.24 MIN REQD. FOR ALL OTHER DOORS 37.21 -49.17 MIN REQD. FOR WINOOWS 38.18 -51.12 FOR SHINGLE ROOF NAIL EA SHINGLE WITH A MIN OF 6 GALV 12 GAGE ROOFING NAILS DRIVEN A MIN OF 3/4" DEEP INTO THE ROOF DECK TO MEET WINDLOAD REQUIREMENTS ROOF DECK NAILING INSTRUCTIONS ARE PROVIDED IN ATTACHED ROOF DIAPHRAGM DETAIL. WINDOW AND DOOR ANCHORING AS PER MANUFACTURER REQUIREMENTS. TRUSS OR RAFTER CONNECTION SCHEDULE for direct truss (or rafter) to building connections only SIMPSON OR ALTERNATE CONNECTORS MAY BE USED, (SUBJECT TO ENGINEER APPROVAL) USE 2" wsh type USP or equiv WASHERS ON ALL BOLT ASSEMBLIES SPECIFIED j -bolts and wedge anchors manufacture (aty type attach with -connected items USE UPLIFT TO MATCH PROPER CONNECTOR TO ROOF MEMBERS wall tvi)e LISP 2 spt24 12 1 Od x 1 1/2" top plate to studs manufacture city IY12e attach with connected itg_rrLs_ up -M max wall type - USP 1 ta 20 8 10d x 1-1/2" truss or rafter to lintel or bond beam 1055 block LISP 2 ta 20 16 10d x 1-1/2" dbI 2x12 wd beam to lintel or bond bm 2110 block USP 2 ta 20 16 10d x 1-1/2" girder truss to lintel or bond beam 2110 block USP 2 HTA 20 24 1 Od x 1- 1/2" girder truss to lintel or bond beam 2630 block LISP 1 mtw16 14 1 Od com ea truss or rafter to top plate 935 frame USP 1 mtwl 6 14 1 Od com ea truss or rafter to wood beam or ledger 935 frame <ta20 is 1 " wide> <HTA 20 and mtwl 6 are 1 1/4" wide> bearing wall 4 Design conditions may require additional or alternate connectors not shown here. 8d com stud to bottom plate toenail truss to truss connections to be specified by truss co. bearing wall 2 Minimum 6" embedment in conc/grout for block wall type truss connectors 16d com top plate to studs MISC CONNECTOR SCHED for bearing components, frame walls and wood beams Meets or exceeds FBC requirements USE 2" wsh type USP or equiv WASHERS ON ALL BOLT ASSEMBLIES SPECIFIED j -bolts and wedge anchors manufacture (aty type attach with -connected items uplift max wall tvi)e LISP 2 spt24 12 1 Od x 1 1/2" top plate to studs 2060 frame LISP 2 spt22 8 1 Od x 1 1/2" bottom plate to studs 1370 frame USP 1 ab 1210 1/2"x 10" j -bolt bottom plate to foundation 2000 lbs frame USP or wedge anchor 24" oc 2x4 2x4 non bearing wall LISP 1 ab 128 1/2"x8" j -bolt frame wall to block wall vertical na frame LISP or wedge anchor 24" oc 2x4 2x4 frame Design conditions may require additional or alternate connectors not shown here. ea truss 16d com NAILING SCHEDULE for wood framing, roof and wall sheathing, floor decking Meets or exceeds FBC requirements nominal sizes below category C ty spacing fastener items nailed together 1st item 2nd item non bearing wall 2 equal 16d com top plate to studs 2x4 2x4 non bearing wall 2 equal 16d com bottom plate to studs 2x4 2x4 non bearing wall 2 ea truss 16d com top plate to truss bottom 2x4 2x4 bearing wall 4 2per side 8d com stud to bottom plate toenail 2x4 2x4 bearing wall 2 equal 16d com top plate to studs 2x4 2x4 bearing wall 2 equal 16d corn bottom plate to studs 2x4 2x4 bearing wall 2 16" oc 16d com bottom plate to joist face nail 2x4 typ joist bearing wall 2 24" oc 16d com double studs face nail 2x4 2x4 bearing wall 2 16" oc 16d com double top plates face nail 2x4 2x4 bearing wall 2 equal 16d com top plates laps and intersections 2x4 2x4 bearing wall 1 16" oc 16d com double header nail along ea edge size for span/load bearing wall 2 16d com built up corner studs 2x4 2x4 bearing wall 1 16" oc 7d cut nails bottom plate to slab/foundation 2X4 conc bearing wall 2 32"oc 20d com 3 layers bm stagger nails top & bottom size for span/load floor framing 3 equal 16d com joist to band joist face nail size for span/load floor framing 2 equal 8d com bridging to joist toenail ea end 1x2 typ joist floor framing 6" oc 8d com band joist to sill or top plate size for span/load ceiling framing 3 equal 16d com ceiling joists lap over partitions size for span/load floor deck 2 equal 8d ringshank 1x6 or less subfloor nail to ea joist size for span/load floor deck 6" oc 8d ringshank 5/8" nominal wood structural panel 4ft x Bit typ joist floor deck 6" oc 8d ringshank 3/4" nominal wood structural panel 4ft x 8ft typ joist wall sheathing 6" oc 8d com 1/2" nominal wood structural panel 4ft x 8ft typ stud roof decking 6" oc 8d ringshank 1/2" nominal wood structural panel 4ft x 8ft typ truss ADDITIONAL NAILING W;AY BE USED TO MEET WINDLOAD REQUIREMENTS LOAD VALUES DEPEND ON SIZE AN%NUMBER OF NAILS PER CONNECTOR. I A 100 TO 16Q NAIL PROVIDES Uf TO 116 LBS OF HOLDINGSTRENGTH. AN 8D NAIL PROVIDES UP TO 45 LBS. I THEN UMBE§1 OF NAILS IN A CONNECTQR TIMES HOLDING STRENGTH per nail DETER4ES APPROX STHENGTH q1F CONNECTION. TEN 16D NAILS PROVIbES APPROX 1160 LBS 051,STRENGTH. Or ten times 1,,1 6LBS per nail = 1160 LBS. Yariances occur due to connector design strengtkand steel thickness,-wo type and , od strength. nai lilig patterns and type of loading. REFER TO MANUFACTqRER TABLES AND FASTEqER GUIDES FOR MORE JCCURATE INFO. I DOUBLING Of CONNECTOIS GIVES DOUBLETHqSTRENGTH, provided the c?. nnectors do not overlap and the nailing does not splitthe wood. NEW 2ND LEN/EL ADDITIOP ; M 12 11 overhanq EXISTINq 4/12 PITCH ROOF NEW TEX-r SHINGLES STUCCO NEW)/12 PITCH ROOF VENT new slidinq q1s dr REAR ELEVATION 12" oyerhanq NEW 2ND LEVEL ADDITION NEW TEXTURED SH]NqLES 1/411 = 1 1 0 STUCCO FINISH EXISTINq WOOD FRAME ADDITION /__7 00 LEFT ELEVATION 3/16 1'0 N 2ND /EL DITION ENGINEERING NOTE THIS PLAN HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, FOR RESIDENTIAL CONST. THE ENGINEERING ON THIS PLAN DOES NOT COVER ELECTRICAL, HARV, OR PLUMBING. . �. I AMM"Irwip, E *10A4E 670 V S7 CONSULTIN ENGINEER tFwbx JR.P.E. FL. P, E. 4 43670 PH: 321-508-4266 ADDRESS: 14363 WINGFOOT RI D ORLANDO FIL 32826 WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBC WIND LOAD AND LABELING REQUIREMENTS STUCCO NOTES ALL EXTERIOR BLOCK WALLS ARE STUCCO COATED TO AVG. 5/8" DEPTH. RECOMMEND HOLDING BOTTOM EDGE 6" ABOVE GRADE. SEE FRONT ELEVATION FOR STUCCO BANDING DETAIL. THE REQUIREMENTS & STANDARDS OF ASTM C 926 SHALL BE IMPLEMENTED. ALL EXTERIOR WOOD FRAME WALLS REQUIRE 7/8" STUCCO OVER GALV. STL WIRE LATHE OVER TWO LAYERS VAPOR BARRIER OVER 1/2" NOM CDX PLYWD OR OSB SHEATHING. NAIL WIRE LATHE SECURELY TO WALL WITH GALV ROOFING NAILS. WEEP SCREED TO BE INSTALLED 1 " BELOW WALL AND 6" ABOVE GRADE MIN. ALLOW NO STUCCO TO COME IN DIRECT CONTACT WITH WOOD OR SHEATHING. PLASTIC CORNER BEAD PREFERRED. THE REQUIREMENTS AND STANDARDS OF ASTM C 926 & ASTM C 1063 SHALL BE IMPLEMENTED. DECKING NOTES ROOF DECKING: SHALL BE 5/8" (NOMINAL) CDX PLYWOOD 4 X 8 SHEETS APA RATED STAGGERED EVERY OTHER ROW (MAX SPAN 24") INSTALL GALV STL PLYCLIP BETWEEN EA TRUSS AT SPAN JOINTS. ANY DECKINGS STRIPS LESS THAN 24" WIDE SHALL BE SUPPORTED BY 2 X 4 BLOCKING. INSTALL DECKING AT RIGHT ANGLES TO TRUSS SPAN AND STAGGER EVERY OTHER ROW. NAIL DECK WITH 8D RINGSHANK NAILS 6" OC (NO STAPLES) USE 2 X 4 BLOCKING AT HIP AND RIDGE JOINTS. ROOF TRUSSES FOR PRE-ENGINEERED TRUSS INFORMATION REFER TO ENGINEERED TRUSS LAYOUT/DRAWINGS SUPPLIED BY TRUSS COMPANY. TRUSS DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW PRIOR TO FABRICATION BY TRUSS CO. APPROVED DRAWING SHALL INCLUDE LAYOUT, DESIGN LOADS, REACTIONS (DLL AND LL) AND ALL INFORMATION FOR INSTALLATION, TRUSS DESIGN SHALL INCLUDE UPLIFT CALCS AND DESIGN LOADS FOR GRAVITY AND UPLIFT. ALL APPROVED DRAWINGS AND CALCS MUST BE SEALED BY A FL REGISTERED ENGINEER. ALL BRACING CALLED FOR IN TRUSS DESIGN IS TO BE PROPERLY INSTALLED. TRUSS COMPANY MUST NOTIFY ENGINEER in writing OF ANY PLAN DISCREPANCIES or changes IN BEARING POINTS, ROOF DESIGN OR FOOTING LOCATIONS NOT INDICATED ON THIS ORIGINAL PLAN. THIS PLAN WAS DESIGNED BEFORE and without benefit of THE TRUSS DESIGN AND ANY MODIFICATION TO MEET TRUSS REQUIREMENTS IS THE RESPONSIBILITY OF THE TRUSS CO AND THE BUILDER. ROOF NOTES UNLESS OTHERWISE INDICATED ON ELEV VIEWS, TYP ROOF COVERING IS SHINGLES OVER 30 LB ASPHALT FELT. ROOF VENTILATION IS OFF RIDGE VENTS LOCATED AT HIGHEST ROOF PEAK. SEE ELEV VIEWS TO CONFIRM. PROJECT 7910AURORACT CAPE CANAVERAL, FIL 32920 SUE3DTV AVON BY THE SEA BUILDER CHARLES BOYD CONSTRUCTION PH 321-868-7725 DATE DRAWN NOVEMBER 5TH 2014 RE\ASION DATIES. RENOVATION FOR ANDERSON RESIDENCE This plan, plan noto border noto and all paqeS are copyrlqhted 2ot4 by qriff(th Plans. No porl(on may be reproduced or copied In any way without prior written perml5slon from Qifflth Plam AJI r1qhts are reseryed and will be protected and enforced In the evait of Yiolatlor-L PG20F4 ELEVATIONS. CONNECTORS & FASTENERS. ENGINEERING NOTES. VERIFICATION REqUIRED this note applies to builder, owner and all subcontractors ALL DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED. VERIFY THAT SLAB HEIGHTS COMPLY WITH LOCAL CODE REQUIREMENTS (FOR ABOVE ROAD HEIGHTS, DRAINAGE AND SEWER CONNECTIONS) VERIFY SETBACK COMPLIANCE BEFORE PLACING CONCRETE, VERIFY FLOORPLAN DIMENSIONS BEFORE BUILDING TRUSSES. VERIFY WALL HEIGHTS BEFORE BUILDING WALLS.. ANY CONDITIONS THAT ARE DIFFERENT THAN THOSE DEPICTED IN THESE DRAWINGS MUST BE REMEDIED BEFORE PROCEEDING WITH CONSTRUCTION. NOTIFY BUILDER. OWNER, AND ENGINEER OF ANY PLAN OR DESIGN DISCREPANCIES BEFORE PROCEEDING. 9 WEATHERPROOF BOOT ALL VTR'S n ROOF LEVEL 2" 11 2" VAN 1 KITCHEN SINK WC LWASHER 3" 2" 3 SHWER 3" EVE AT FTG Isi TO EXISTING SEWER/SEPTIC PLUMBING RISER DIAGRAM NTS see plumbing note at edge of page. FBC PLUMBING CODE INFO fbc 3005.2.2 horiz drain cleanouts not more than 100 ft apart. fbc 3005.2.6 one cleanout ea 40 ft if more than 1 direction change fbc 3005.2.4 provide cleanout at base of ea soil stack fbc 3005.2.7 install cleanout near building / sewer drain junction INSTALL BEARING WOOD POST (REFER TO IN -WALL POST DETAIL FOR POST CONNECTION AND DIMENSIONS) EXISTING CONC SLAB E Q_ 16-L� .006 MIL VISQUEEN . . . . 16" deep vaporbarunderconc 32" x 32" CLEAN FILL DIRT COMPACTED OR TYP 16" DEEP X UNDISTURBED SOIL BASE UNDER 32"X32" WIDE 2500 SLAB and FOOTINGS. PSI (MIN) CONC PAD /'_�\ CONC PAD for W 4 4 5 STL REBAR pad A concentrated load EACH WAY. \--,/ areas 61 RE -LOCATE EXISTINq STORM �IDRAIN verify exact I location w/approved 4 — — — — site plan 201 r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------- ---------------- E>(ISTINq 12"W X 8"D MONO FOOTINq ;L EXISTINq 12'W X 8"D MONO FOOTINq — — — — — — — — — — — — — — — — — — — — E�(IST]Nq 18'W X N 00 RE -LOCATE 10"D 2 -COURSE STEMWALL CAF� EXISTINq EXISTINq STORM 'CONCRETE SLAB DRAIN verify exact FOOTINq HERE APPROX 2" TO -,--'location w/approved 2'81, MATCH EXISTINq site plan ADDITION FINISHED FLOOR HEIqHT 4- 00 El pad 1 for r bearinq wood 3'6-1, post F no conc cap here In5tall PVC AC i-leaVe 2"reces5 CHASE to AH for shower AIR COND 22ov di.sc 4, CAP EXISTINq 4 1 CONCRETE SLAB —NEW4X4— HERE APPROX 2" TO ac pad MATCH EXISTINq 6, ADDITION FINISHED FLOOR 4 V IMPORTANT NOTE. CHECK FLOORPLAI`J DOWNDRAFT COOI ELEC AND OTHER IT] 20'1 EXISTINq 1811W x I ,-COURSE UINL.-J �-_' �Z> AM IIN-7DI STEM WALL FOOTING I VERIFY ALL Dltv WITH FLOORPL, FOUNPATION PLAN 1/4 10 FOR -OPS, ISLAND MS REqUIRINq -LATION 'NSIONS N ENGINEERING NOTE THIS PLAN HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, FOR RESIDENTIAL CONST. THE ENGINEERING ON THIS PLAN DOES N,9T COVER ELECTRICAL, HARV_�G�� // SEAL 4r k\ A� AID CONSULTING ENGINEER:— HAROLD BERGSTEN, JR P.E. FL. P. E. # 43670 PH: 321-608-4266 ADDRESS: 14363 WINGFOOT RD ORLANDO,FL 32826 WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBG WIND LOAD AND LABELING REQUIREMENTS CONC NOTES 2500 PSI CONC MIN. WITH 6 X6 10/10 WWF REINFORCING OR FIBERMIX AND.006 MIL VISQUEEN OR OTHER PROVEN VAPOR BARRIER OVER TERMITE TREATED SOIL. FOOTING NOTES MINIMUM 2500 PSI CONCRETE FOOTINGS. PLACE # 5 REBAR CONTINUOUS IN BOTTOM OF FOOTING. OBTAIN REBAR COUNT FROM TYP FOOTING DETAIL. LAY REBAR HORIZONTALLY ON WIRE CHAIRS IN BOTTOM OF FOOTINGS. WIRE TIE ALL LAPS. REBAR NOTE UNLESS OTHERWISE NOTED, USE MIN GRADE 40 #5 REBAR WITH A STANDARD STRENGTH OF 40,000 PSI. AS REINFORCEMENT IN ALL CONCRETE FOOTINGS MIN 2" CLEARANCE FROM ALL REBAR TO EDGE OF FOOTING OR SLAB. NOTIFY BUILDER OF ANY DIMENSIONAL ERRORS BEFORE FOOTING DIG -OUT. BOLT EMBEDMENT IN EXTERIOR BEARING WOOD FRAME WALLS TYP 1/2" X 10" J -BOLTS EMBEDDED 7" DEEP INTO FOOTING EA 24" ALONG PERIMETER WALL. ALSO PLACE ONE BOLT 8" FROM EACH CORNER. wedge bolts may be used in place of j -bolts SOIL PREPARATION NOTES SOIL AREA UNDER FOOTINGS SHALL HAVE A MIN OF 2000 PSF BEARING CAPACITY. SOIL AREAS UNDER BUILDING AND 5 FT BEYOND SHALL HAVE ALL VEGETATION, STUMPS AND ORGANIC DEBRIS REMOVED. ADDED FILL SHALL BE CLEAN, GRANULAR AND PROPERLY PLACED, LEVELED, AND COMPACTED PLUMBING RISER NOTES ALL PVC WASTE LINES. MINIMUM 1/8" PF SLOPE. INSTALL SLEEVE AT EACH EXTERIOR FOOTING INTERSECTION, INSTALL CLEANOUT NEAR HOUSE WALL AND AT GRADE LEVEL ABOVE SEWER CONNECTION. NOMINAL VENT AND LINE SIZES SHOWN MAY BE MODIFIED BY PLUMBING CONTRACTOR. INSTALL SOFT METAL WEATHERPROOF BOOTS ON ALL VENTS THROUGH ROOF. PROJECT 7910 AURORA CT ADDRESS. CAPE CANAVERAL, FL 32920 SUBDIV AVON BY THE SEA BUILDER CHARLES BOYD CONSTRUCTION PH 321-868-7725 DATEDRAWN NOVEMIBER5TH2014 RENASION DATES. RENOVATION FOR ANDERSON RESIDENCE This plan, plan notes border notes and all pacies are copyrlqhled =4 by CirIffith Plans. No ponflen May be reproduced or copled in any waywithout prior written permission from Cinfrith Plans, All riqhts are reseryed and will be protected and enforced In the eyent of Ylolatlon. PG 3 OF 4 SLAB, FOUNDATION& FOOTING DETAILS, PLUMBING RISER DIAGRAM GENERAL NOTES TH�S PLAN MUST BE THOROUGHLY REVIEWED FOR ACCURAG"I By BOTH 13U LIDER AND OWNER AND ALL SUBCONTRACTORS AND SLIPPPERS BEFORE COMMENCING CONSTRUCTION, SITEWORK OR ORDEPING MATERIALS. ANY PLAN DEFICIENCIES, ERRORS OR OMMISSIONP REQUIRE BUILDER OR OWNER TO NOTIFY THE DESIGNER OF StWE BY CERTIFIED MAIL (To CORRECT ORIGINAL DRAWINGS), FAILUFiF TO NOTIFY DESIGNER (PRIOR TO ANY CONSTRUCTION COMMENCII;G ON PROJECT) OF THE ABOVE ITEMS SHALL INDEMNIFY DESIGNER FROM ANY AND ALL LIABILITY IN REGARDS TO SAID ITEMS. NOTICE IS HEFILBY GIVEN TO BUILDER AND OWNER THAT THE DESIGNER IS NOTAI I ARCHITECT OR ENGINEER AND IS NOT RESPONSIBLE FOR ANY PROJECT OVERSITE OR STRUCTURAL DESIGN DISCREPANCIES THAT MAY OCCUR. ALL DETAILS, NOTES STRUCTURAL DETAILS AND DRAWINGS OHALL REMAIN THE COPYRIGHTED PROPERTY OF GRIFFITH PLANS.THIS FLOORPLAN MAY HAVE BEEN DESIGNED FROM IDEAS AND SKE FGHES FURNISHFD BY THE OWNER OR BUILDERTO THE DESIGNER. rIQNF OF THE INFORMATION FURNISHED TO THE DESIGNER CONTAINED COPYRIGHT MARKS OR APPEAREDTO BE COPYRIGHTED. ANY COPYRIGHT INFRINGEMENT NOTICES OR LIABILITY REOARDINCITHIS ORIGINAL PLAN SHALL REMAIN BETWEEN THOSE INTERESTED PARTIES. USE OF THIS PLAN OR ANY COPIES OF THIS PLAN WHETHER AL HERED OR UNCHANGED IS GRANTED BY DESIGNER, ONLY TO THE ORIGINAL PURCHASER FoRTHE CONSTRUCTION OF ONE STRUCTURE CHLY . ........... . .. . . - VERIFICATION REqUIRED this note applies to builder, owner and all subcontractors ALL DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED. VERIFY THAT SLAB HEIGHTS COMPLY WITH LOCAL CODE REQUIREMENTS (FOR ABOVE ROAD 1 1EIGHTS, DRAINAGE AND SEWER CONNECTIONS) VERIFY SCTBACK COMPLIANCE BEFORE PLACING CONCRETE. VERIFY FLOORPLAN DIMENSIONS BEFORE BUILDING TRUS9ES, VERIFY WALL HEIGHTS BEFORE BUILDING WALLS.. ANY CONDITIONS THAT ARE DIFFERENT THAN THOSE D�,PICTED IN THESE DRAWINGS MUST BE REMEDIED BEFORE PROCEEDING WITH CONSTRUCTION. NOTIFY BUILDER, OWNER AND ENGINEER OF ANY PLAN OR DESIGN DISCREPANGICS BEFORE PROCEEDING. TYP NEW FLOOR TRUSS ABOVE 1X4 PT BUCK STRIPS INSTALLED INSIDE BLOCK WALL OPENINGS W/2" T -NAILS 4" O.C. EXIST GROUTED LINTEL U -BLOCK --,W 1 495 STL REBAFJ CONTINUOUS EXIST PRECAST ,,,,LINTEL W 1 # 5 STL REBAR IN GROUTED TROUGH NEW ALUM FRAME WINDOW OR --EXTERIOH DOOR SCREWED TO 1X4 PT BUCK STRIPS ;XIST PC CONC SILL TYP EXIST ULOCK WALL TYP EXIST FOOTING. SEE FOUNDATION PLAN FOR ACTUAL FOOTING D�iTAIL. 1 0 9 1 TYPICAL WINDOW/DOOR LINTEL DETAIL not to scale exist lintel beam exist I I block wall �K pt 2x8 top plate bolted to beam. Use 1/2" x height see >C X 8" wedge bolts w/2" washers 24" oc. )< X floorplan >� >� X AT WOOD WALL AREAS USE X X X dbl p.t. 2x8 studs 2X4 LUMBER AND LAG BOLTS X X at end of wall X 2� INSTEAD OF WEDGE BOLTS typ X FOR CONNECTION exist X connect 2x8 wall to block wall w/1/2" C\J X X X block x_, x 8" wedge bolts w/2" washers 24" X o.c. vertically ��wall X X X -----new 2x8 wd frame wall studs 16" oc X STUCCO OVER 2 LA,'�ERS X.& ---- (TARPAPER OR TYVFK) VAPOR X INSULATE WALL WITH MIN R-13 FG BATTS X BARRIER OVER 1/2,, (NOMINAL) CDX X ----to separate air-cond sp from non- air cond PLYWOOD 4 X 8 SHE-:ETS. install X A* - vertical (NAIL 6" 00 W 8D COM ? pt 2x8 bottom plate bolted to sill. Use 1/2" NAILS.) solid blocking at all joints X Zx 6" wedge bolts w/2" washers 24" oc. Cq X typical existinq precast conc sill FFIAME-FILL DETAIL AT EXISTING BLOCK WALL not to scale L J BOLT 2X8 LEDGER TO SIDE OF NEW WALL STUDS USING (2) - 1/2" X 6" LAG BOLTS W/2" WASHERS EACH 16" OC HORIZ MAX CONNECT EA EXIST 2X6 RAFTER TO LEDGER USING 1 USP JUS26 GALV STL HANGER nail with (4) - 1 Od nails to ledger and (4) - 1 Od nails to rafter SEE FLOORPLAN FOR SPECIFIC WALL HEIGHT. EXISTING 8' BLOCK WALL EXISTING STUCCO 6X6 ALUM L -FLASHING BEHIND STUCCO entire roof length. TOP OF GUARDRAIL/ 2ND /FLOOR N FLOOR TRUSSES verify height PLAN HEIGHT I EXISTING CONC VERIFY EXISTING P.T. FOOTING BOTTOM PLATE BOLTED TO FOOTING EXISTING RAFTER FRAME ROOF CONNECTION DETAIL not to scale CONNECTOR NOTES SHEARWALL LENGTH REFER TO CONNECTOR SCHEDULE FOR REQUIRED DBL TOP PLATE W STRAPS, SIZE AND SPACING. FBC REQUIRES ALL .4----�FROM FLOORPLAN CONNECTORS TO MEET WIND LOADING AND NO BREAKS IN I CONTINUOUS LOAD PATH REQUIREMENTS from TYP STUDS 16" OC footing to roof. SHEARWALL AREA NAIL BLOCKING AT ALL HORIZ. PLYWOOD SEAMS USE ST18 GALV STEEL STRAP FROM SHEARWALL TO EACH FLOOR TRUSS BELOW. NAIL WITH 16D NAILS INTO STUD AND INTO TRUSS BELOW Z Hill t111111111 kW F113ERGLAS Interior residential stairs SHINGLES OVER 30LB AT EA END EXISTING RAFTER ASPHALT FELT up to 4'wide. fr�lnlc; raised landings with 2 FRAMING 24" OC NOTE: FIELD MEASUREMENTS MAY x 4 studs 16" oc and 2 x 6 joists 16" oc SHEARWALL DIFFER FROM THOSE INDICATED. minimum. usu, 5/8" (nom) cdx plywd on VERIFY 6 FIBERGLAS SPINDLES MAY BE SUBSTITUTED FOR 2 X landing decks. R-19 INSULATION MIN METAL DRIP EDGE. ALUM OR VINYL 4 & DRYWALL ( builders option.) THESE floor helqhts OVER 2X4 WOOD STAIR PLANS ARE INTENDED TO PROVIDE SOFFIT AND FASCIA. 2 X 6 SUB- FASCIA. STUDS16"OC BASIC INFORMATION ONLY, FIELD determine riser height and tread width and ---�NAIL PLYWD TO PLA MODIFICATION MAY BE REQUIRED. CONNECT SOFFIT ALUM RECEIVING STRAP EACH GABLE NAILS 6" OC. ADD FULL CONNECT SOFFIT ALUM RECEIVING CHANNEL TO WALL OR BEAM W/1-1/2" STUD TO RAFTER -,—CHANNEL TO WALL OR BEAM W/1-1/2" TYP 2" X 4"PT NEEDED GALV ROOFING NAILS EA 16" OC. PLACE ABOVE USING USP FOR SOFFIT IN CHANNEL AND NAIL OTHER PLATE FASTENED STRAPPING SOFFIT IN CHANNEL AND NAIL OTHER ST1 8 FLAT STRAP nal USE (2) - USP TD5 END TO SUB -FASCIA W/1-1/2" GALV w/reqd nails (on interior F GALV STIL refer to 2nd level f loorplan \DBL 2" X 12" HEADER (OVER ALL HOLD-DOWNS. BOLT ROOFING NAILS EA 16" OC side if reqd) I I TO FTG W/ 3/4" X 10" ALUM FRAME WINDOWS (FIN TYPE) TYP 2" X 4"PT L WEDGE ANCHORS & VERIFY GALV STL HUR TIE EA \CONNECTOR WOOD BOTTOM STRAP EACH STUD THRU-BOLTTO /PLATE WITH 8D RINGSHANK R-13 INSULATION MIN RAFTER TO WALL (EACH TO GABLE WALL 1/2" (NOMINAL) CDX PLYWOOD 4 X TYP 2" X 2 WOOD STUDS 16" OC TO TO MEET WINDLOAD MATCH WALL THICKNESS ON FLOORPLAN ABOVE USING USP OC W 8D COM NAILS.) solid blocking at all joints REQUIRMENTS) fasten w/required ST18 FLAT STRAP nail todeckw3 16d com nails ea truss orj6ist nails See connector schedule \ STUCCO OVER WIRE LATH w/reqd nails (on interior OVER 2 LAYERS (TARPAPER OR TYVEK) PRE-ENGINEERED S 2' side if reqd) OC. (BRACE & INSTALL AS PER TRUSS CO INSTRUCTIONS) USE ST1 8 GALV STEEL STRAP FASTENED 1/2" CB DRYWALL GALV STL HUR TIE EA TRUSS TO TO STUD AND FLOOR TRUSS. NAIL WITH SCREWED TO TRUS) KNEEWALL (EACH CONNECTOR TO. INSTALL NEW 12" HIGH DBL LVL BOTTOM CHORD. MEET WINDLOAD REQUIRMENTS) TYP EXISTING 2" X fasten w/required nails See connector schedule BEAM IN EXISTING WALL ABOVE WOOD STUDS 16" OC NBOLT P.T. BOTTOM PLATE TO EXISTING CONSTRUCT NEW 14" HIGH 2X8 16" OC BLOCK WALL USING 1/2" X 8" WEDGE NEW SLIDING GLASS DOOR BOLT W/2"WASHER EA 32" OC & WITHIN I I I I RE -NAIL EXISTING SHEATHING %,\ 12" OF EACH CORNER 6" OC W 8D COM NAILS NEW STUCCO OVER WIRE LATH OVER 2 LAYERS verify stud plate tie each stud to top and (TARPAPER OR TYVEK) I VAPOR BARRIER. OVER bottom plates. see connectors chedule EXISTING SHEATHING \3 1/2" BATTFIBERGLAS R-13 INSUI�ATION MIN EXISTING CONC VERIFY EXISTING P.T. FOOTING BOTTOM PLATE BOLTED TO FOOTING EXISTING RAFTER FRAME ROOF CONNECTION DETAIL not to scale CONNECTOR NOTES SHEARWALL LENGTH REFER TO CONNECTOR SCHEDULE FOR REQUIRED DBL TOP PLATE W STRAPS, SIZE AND SPACING. FBC REQUIRES ALL .4----�FROM FLOORPLAN CONNECTORS TO MEET WIND LOADING AND NO BREAKS IN I CONTINUOUS LOAD PATH REQUIREMENTS from TYP STUDS 16" OC footing to roof. SHEARWALL AREA NAIL BLOCKING AT ALL HORIZ. PLYWOOD SEAMS USE ST18 GALV STEEL STRAP FROM SHEARWALL TO EACH FLOOR TRUSS BELOW. NAIL WITH 16D NAILS INTO STUD AND INTO TRUSS BELOW Z Hill t111111111 11 DBLSTUD Interior residential stairs use three 2 x 12 stlingers for each stair run AT EA END INSTALL (2) - USP up to 4'wide. fr�lnlc; raised landings with 2 0, --'OF NOTE: FIELD MEASUREMENTS MAY x 4 studs 16" oc and 2 x 6 joists 16" oc SHEARWALL DIFFER FROM THOSE INDICATED. minimum. usu, 5/8" (nom) cdx plywd on treads and risers SPINDLES MAY BE SUBSTITUTED FOR 2 X landing decks. 1/2" CDX PLYWOOD 4 & DRYWALL ( builders option.) THESE floor helqhts OVER 2X4 WOOD STAIR PLANS ARE INTENDED TO PROVIDE verify all floor heights on jobsite to accurately STUDS16"OC BASIC INFORMATION ONLY, FIELD determine riser height and tread width and ---�NAIL PLYWD TO PLA MODIFICATION MAY BE REQUIRED. count. STUDS W 8D COM HEI footing to roof. NAILS 6" OC. ADD FULL CONNECT SOFFIT ALUM RECEIVING STUD AS -,—CHANNEL TO WALL OR BEAM W/1-1/2" TYP 2" X 4"PT NEEDED ABOVE fill all holes. WOOD BOTTOM FOR SOFFIT IN CHANNEL AND NAIL OTHER PLATE FASTENED STRAPPING HEIGHT AS NOTED TO USE (2) - USP TD5 ROOFING NAILS EA 16" OC SURFACE BELOW. GALV STIL refer to 2nd level f loorplan ,N GHT RUN SHEARWALL TYP FLOOR SHEATHING ONTO TRUSSES BEARING -�FLOOR TRUSS ENDS ON WALL BELOW and nail 6" oc w 8d A� com nails (di �tl I 2ND FLOOR FRAME SHEARWALL DETAIL not to scale Q-,.) STAIR FRAMINq NOTES for strInqers and laridlnq const concrete to wood contact Interior residential stairs use three 2 x 12 stlingers for each stair run use tarpaper or flashing or PT lumber at INSTALL (2) - USP up to 4'wide. fr�lnlc; raised landings with 2 base of stringers and at all framing in NOTE: FIELD MEASUREMENTS MAY x 4 studs 16" oc and 2 x 6 joists 16" oc direct contact with concrete. DIFFER FROM THOSE INDICATED. minimum. usu, 5/8" (nom) cdx plywd on treads and risers SPINDLES MAY BE SUBSTITUTED FOR 2 X landing decks. 6 FIBERGLAS R-19 INSULATION MIN 4 & DRYWALL ( builders option.) THESE floor helqhts CUT RISERS FROM i x 8 WOOD STAIR PLANS ARE INTENDED TO PROVIDE verify all floor heights on jobsite to accurately CUTTREADS FROM 2XI2 WOOD BASIC INFORMATION ONLY, FIELD determine riser height and tread width and MAXIMUM RISER HEIGHT 7 3/4" MODIFICATION MAY BE REQUIRED. count. TREADS AND RISERS: 18 RISERS 7,44"HIGH. 17TREAD9 10" EACH with one inch nosing TYP TYP HAND STRINGER RAILING -/length of stairs PLAN LENGTH INTERIOR STAIR DETAIL not to scale TYP STUDS 16" OC DBL TOP PLATE I I 6A6 P.T. POST FOR TRUSS BEARING ABOVE refer to floorplan for exact location 1---TYP RISER TYPTREAD 34to38 inches abovetoe FBC STAIR NOTES for interior residential stairs within dwelllnq units treads and risers FBC 311.7�4.2 : stair treads & risers shall be of uniform size & shape. the tolerance between the largest and smallest riser height or tread depth shall not excess 3/8" in any flight of stairs handralls FBC 311.7.7 Install handrail on minimum of 1 side of stairs 34" to 38" above toe of tread. handrails to be 1-1/4" to 2" in dia. and mounted 1-1/2" from wall. install handrail on ea side of open stairs quardralls FBC 312 install 42" high level guardrails at all balconies or landings that are open to below to form a vertical protective barrier. Reference fbc 1013 for height requirements open guardrails shall have protective grids or rails to prevent a 4" diameter ball from passing through. if bottom rail or curb installed it must have less than a 2" gap above floor. headroom FBC 311.7.2 maintain a minimum headroom of 6-8" above all stair tread nosings landinqs FBC 311.7.5 landing must not be less in width and length than the width of the stairs POST W/ (2) - 3/4" THRU BOLT, NUT & 2' See foundation plan for actual footing detail IN -WALL BEARING WOOD POST DETAIL not to scale EXISTING 8' BLOCK WALL DECKING NOTES D INSTALL 4 X 8 5/8" NOM CDX r3l \/ ANGLES TO ROOF TRUSSES/RAFTERS BELOW MIN PLYWOOD WIDTH IS 12" STAGGER END JOINTS centered over framing member INSTALL STEEL H -CLIP BETWEEN EACH UNBLOCKED PLYWOOD SEAM LE NAILING SCHEDULE NAIL DECKING 6" OC AT EDGES AND INTERIOR WITH 8D RINGSHANK NAILS NAIL DECKING 3" OC AT SUB FASCIA AND CORNERS AND AT HIPS WITH 8D RINGSHANK NAILS NAIL DECKING 4" OC AT VALLEYS AND GABLE ENDS %A/1'rU OM M ki 1 %.P0"MlNlr% MAIL -0 2X4 BLOCKING NOTES TYP ROOF DIAPHRAGM FOR FULLY ro-'\ INSTALL 2X4 BLOCKING AT GABLE END ENCLOSED STRUCTURES not to scale k2-) JOINTS 48" OC MAX FIBERGLAS SHINGLES OVER 30LB ASPHALT FELT 5/8"(NOMINAL) CDXPLYWOOD 4X8SHEETS. STAGGERED EVERY OTHER ROW (NAIL 6" OC W 8D RINGSHANK NAILS.) INSTALL (2) - USP KST234 GALV PRE-ENGINEERED WOOD TRUS§-ES 2' CONNECTOR NOTES OC. (BRACE & INSTALL AS PER STEEL STRAPS TRUSS CO INSTRUCTIONS) REFER TO CONNECTOR SCHED JLE FOR REOUIRED FASTENED FROM 6 FIBERGLAS R-19 INSULATION MIN S FRAPS, SIZE AND SPACING. F1 �C REQUIRES ALL POST TO TRUSS CONNECTORS TO MEET WIND OADING AND ABOVE. NAIL WITH CONTINUOUS LOAD PATH REQJIREMENTS from 16D TRUSS NAILS footing to roof. INTO POST AND CONNECT SOFFIT ALUM RECEIVING INTO TRUSS -,—CHANNEL TO WALL OR BEAM W/1-1/2" TYP DBL 2" X WOOD TOP PLATE. MIN SPLICE 4 FT. ABOVE fill all holes. all splices to break over stud below. PLAN SOFFIT IN CHANNEL AND NAIL OTHER HEIGHT stud plate tie each stud to top and bottom USE (2) - USP TD5 ROOFING NAILS EA 16" OC lates. see connector schedule GALV STIL refer to 2nd level f loorplan \DBL 2" X 12" HEADER (OVER ALL HOLD-DOWNS. BOLT WALL OPENINGS) TO FTG W/ 3/4" X 10" ALUM FRAME WINDOWS (FIN TYPE) TYP 2" X 4"PT L WEDGE ANCHORS & STRUCTURAL T&G 4 x 8 WOOD BOTTOM THRU-BOLTTO /PLATE WITH 8D RINGSHANK R-13 INSULATION MIN POST W/ (2) - 3/4" THRU BOLT, NUT & 2' See foundation plan for actual footing detail IN -WALL BEARING WOOD POST DETAIL not to scale EXISTING 8' BLOCK WALL DECKING NOTES D INSTALL 4 X 8 5/8" NOM CDX r3l \/ ANGLES TO ROOF TRUSSES/RAFTERS BELOW MIN PLYWOOD WIDTH IS 12" STAGGER END JOINTS centered over framing member INSTALL STEEL H -CLIP BETWEEN EACH UNBLOCKED PLYWOOD SEAM LE NAILING SCHEDULE NAIL DECKING 6" OC AT EDGES AND INTERIOR WITH 8D RINGSHANK NAILS NAIL DECKING 3" OC AT SUB FASCIA AND CORNERS AND AT HIPS WITH 8D RINGSHANK NAILS NAIL DECKING 4" OC AT VALLEYS AND GABLE ENDS %A/1'rU OM M ki 1 %.P0"MlNlr% MAIL -0 2X4 BLOCKING NOTES TYP ROOF DIAPHRAGM FOR FULLY ro-'\ INSTALL 2X4 BLOCKING AT GABLE END ENCLOSED STRUCTURES not to scale k2-) JOINTS 48" OC MAX FIBERGLAS SHINGLES OVER 30LB ASPHALT FELT 5/8"(NOMINAL) CDXPLYWOOD 4X8SHEETS. STAGGERED EVERY OTHER ROW (NAIL 6" OC W 8D RINGSHANK NAILS.) PRE-ENGINEERED WOOD TRUS§-ES 2' GALV STL HUR TIE EA TRUSS TO WALL OC. (BRACE & INSTALL AS PER (EACH CONNECTOR TO MEET TRUSS CO INSTRUCTIONS) WINDLOAD REQUIRMENTS) fasten w/required nails See connector schedule 6 FIBERGLAS R-19 INSULATION MIN METAL DRIP EDGE. ALUM OR VINYL SOFFIT AND FASCIA. 2 X 6 SUB- FASCIA. CONNECT SOFFIT ALUM RECEIVING -,—CHANNEL TO WALL OR BEAM W/1-1/2" TYP DBL 2" X WOOD TOP PLATE. MIN SPLICE 4 FT. GALV ROOFING NAILS EA 16" OC. PLACE all splices to break over stud below. SOFFIT IN CHANNEL AND NAIL OTHER END TO SUB -FASCIA W/1 -1/2" GALV stud plate tie each stud to top and bottom ROOFING NAILS EA 16" OC lates. see connector schedule refer to 2nd level f loorplan \DBL 2" X 12" HEADER (OVER ALL for wall thickness 2" X -" WOOD SILL PLATE WALL OPENINGS) ALUM FRAME WINDOWS (FIN TYPE) 3/4" SUBFLOOR. 1/2" DRYWALL SCREWED TO STUD� L TO MEET WINDLOAD rREQUIREMENTS STRUCTURAL T&G 4 x 8 DECKING FASTENED 3 1/2" BATT FIBERGLAS WITH 8D RINGSHANK R-13 INSULATION MIN NAILS 6" OC. 1/2" (NOMINAL) CDX PLYWOOD 4 X TYP 2" X 2 WOOD STUDS 16" OC TO 8 SHEETS. install vertical (NAIL 6" MATCH WALL THICKNESS ON FLOORPLAN OC W 8D COM NAILS.) solid blocking at all joints TYP 2" X - " PT WOOD BOTTOM PLA\TE Nail todeckw3 16d com nails ea truss orj6ist \ STUCCO OVER WIRE LATH ...... I .............................. OVER 2 LAYERS (TARPAPER OR TYVEK) PRE-ENGINEERED S 2' VAPOR BARRIER. OC. (BRACE & INSTALL AS PER TRUSS CO INSTRUCTIONS) USE ST1 8 GALV STEEL STRAP FASTENED 1/2" CB DRYWALL GALV STL HUR TIE EA TRUSS TO TO STUD AND FLOOR TRUSS. NAIL WITH SCREWED TO TRUS) KNEEWALL (EACH CONNECTOR TO. 16D NAILS INTO STUD AND INTO EACH BOTTOM CHORD. MEET WINDLOAD REQUIRMENTS) TRUSS BELOW fasten w/required nails See connector schedule NBOLT P.T. BOTTOM PLATE TO EXISTING CONSTRUCT NEW 14" HIGH 2X8 16" OC BLOCK WALL USING 1/2" X 8" WEDGE WOOD KNEEWALL ABOVE EXISTING BLOCK BOLT W/2"WASHER EA 32" OC & WITHIN WALL stud plate tie each stud to top and bo k om 12" OF EACH CORNER CONNECTOR NOTES plates ea side. see connector schedule NEW FOIL BACKED INSULATION R-4.2 min NEW 1" X 2" PT FURRING STRIPS INSTALLED VERT 2'OC or 16" if builder prefers ON INSIDE OF BLOCK WALL (LIVING AREA.) INSTALL CONTINUOUS HORIZ STRIP ON TOP AND BOTTOM OF BLOCK WALL. NEW 1/2" DRYWALL SCREWED TO FURRING-,!-� I REFER TO CONNECTOR SCHEDULE FOR REQUIRED STRAPS, SIZE AND SPACING. FBC REQUIRES ALL CONNECTORS TO MEET WIND LOADING AND CONTINUOUS LOAD PATH REQUIREMENTS from footing to roof. SEE FLOORPLAN FOR SPECIFIC WALL HEIGHT. EXISTING BLOCK WALL ---_EXISTING STUCCO \EXISTING SLIB & FOOTING TYP 2 STORY WALL SECTION not to scale IW! ENGINEERING NOTE THIS PLAN HAS J)EEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, rOR RESIDENTIAL CONST, THE ENGINEERING ON THIS PLANDPES NOT COVER ELECTRICAL, F.,BF SEAL E4 6.70 % F CONSULTING ENGINEER: HA FL, P. E. # 43670 PH: 321-608-4266 ADDRESS: 14363 W1 WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FRO WIND LOAD AND LABELING REQUIREMENTS CONCRETE NOTES CAST IN PLACE CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI MINIMUM, AND SHALL BE PROPERLY MIXED, PLACED AND CURED. USE 6X6 WELDED WIRE IN SLAB OR FIBEHIMIX CONCRETE, MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE NOT LESS THAN 2" FOR WALLS and SLABS and 3" FOR STEM WALLS AND FOOTINGS, ALL CONCRETE FOOTINGS SHALL HAVE A MINIMUM OF 2 # 5 STEEL REBAR CONTINUOUS AND A #5 CORNER BAR AT EXTERIOR FOOTING INTERSECTIONS. FLOOR TRUSSES TRUSS DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW PRIOR TO FABRICATION BY TRUSS CO. APPROVED DRAWING SHALL INCLUDE LAYOUT, DESIGN LOADS, REACTIONS (DLL AND LL) AND ALL INFORMATION FOR INSTALLATION. TRUSS DESIGN SHALL INCLUDE UPLIFT CALCS AND DESIGN LOADS FOR GRAVITY AND UPLIFT. ALL APPROVED DRAWINGS AND CALCS MUST BE SEALED BY A FIL REGISTERED ENGINEER. ALL BRACING CALLED FOR IN TRUSS DESIGN IS TO BE PROPERLY INSTALLED. TRUSS COMPANY MUST NOTIFY ENGINEER in writing OF ANY PLAN DISCREPANCIES or changes IN BEARING POINTS, FLOOR TRUSS DESIGN OR FOOTING LOCATIONS NOT INDICATED ON THIS ORIGINAL PLAN, THIS PLAN WAS DESIGNED BEFORE and without benefit of THE TRUSS DESIGN AND ANY MODIFICATION TO MEET TRUSS REQUIREMENTS IS THE RESPONSIBILITY OF THE TRUSS CO AND THE BUILDER. FLOOR TRUSS PLANS FROM TRUSS CO. SHALL INCLUDE FLOOR LIVE LOAD IN ADDITION TO OTHER REQD INFORMATION DRAFTSTOPPING DRAFTSTOPPING NOT REQUIRED FOR THIS ADDITION, EACH NEW 2ND LEVEL FLOOR IS LESS THAN 500 SQ FT FBC REFERENCE: DRAFTSTOPPING IN FLOOR AREAS to provide separation of no more than 500 sq ft. area for entire 2nd floor. continuous DRAFTSTOPPING FASTENED TO SIDE OF JOIST use 1/2" drywall or 1/2" plywood. securely fasten to one side of floor truss. seal all holes or penetrations to prevent air flow from each 500sf area. WOOD BEARING HEADER NOTES DOUBLE 2 X 12 WOOD BEAM ON SPANS UP TO 10 FT, ON SPANS GREATER THAN 10'UP TO 14'USE LVL BEAM USE DBL 2 x 12 OVER WINDOW OPENINGS. OVER DOORS USE DOUBLE 2x 10 TO OBTAIN 83" HT IN 8' HIGH WALLS. WALLS 97" AND HIGHER USE DOUBLE 2 X 12 HEADER. 2 x 4 JACK STUDS REQ AT EA END OF BEARING HEADER. OPENINGS UPTO&USE I JACK EA END. OPENINGS OVER &BUT UNDER &USE 2 JACKS EA END. OPENINGS 6'BUT UNDER &USE 3 JACK STUDS EA END. OPENINGS O'TO 12'USE 4 JACKS EA END. STRAP EA HEADER END TO STUDS FOR UPLIFT AND LOAD PATH. REQUIREMENTS. REFER TO TRUSS ENGINEERING FOR LOAD AND REFER TO CONNECTOR SCHEDULE FOR PROPER STRAP. MATCH END STUD COUNT TO JACK STUD COUNT, REBAR NOTE UNLESS OTHERWISE NOTED, USE MIN GRADE 40 #5 REBAR WITH A STANDARD STRENGTH OF 40,000 PSI. AS REINFORCEMENT IN ALL CONCRETE FOOTINGS. PROJECT 7910AURORACT AC)DRESS. CAPE CANAVERAL, FIL 32920 SUBDIV AVON BY THE SEA BUIL-DER CHARLES BOYD CONSTRUCTION F:>H 321-868-7725 E)ATE DRAwN —NOVEMBER 5TH 2014 RE\/1310N DATES, RENOVATION FOR ANDERSON RESIDENCE ThI5 plan, plan note4 border notes and all paqes are copyriqhted 20t4 by Ciriffith Plans. No portion may be reproduced or copied In arry way without prior wrilleri permission from Ciriltith Pans, Ail riqhts are reserved and Wil be protectdd and enrorced In the eyent of �Jolation. PG40F4 STRUCTURAL DETAILS WALL SECTIONS