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©The design of this plan is hereby the sole ownership of Homes by Aburton By the laws of the United States copyright protection. any form of copies or duplication of this is a Violation of the U.S. �coou►�r-t systems and will be enforced ARCFU C 1 6 7ANLEY FORREST Florida Reg. No. AR 0006867 2567 RIDGEWAY DRIVE KISSIMMEE, FLORIDA 34746 (407) 997-8000 EXT 5153 (TELEPHONE) Jack & Lynn Brady Gullotti PL - St Lucie Gardens, Lot 6, Blk 2 Property ID: 3414-501-10106-350-3 R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERA. BUILDINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AS LIMITED BY THE PROVSIONS OF THIS SECTION ADDITIONAL CRITERIA SHALL BE SET FORTH IN TABLE R301.2 (1) TABLE R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERA. GROUND SNOW WIND DESIGN seismic SUBJECT TO DAMAGE FROOM WINTER DESIGN LOAD SPEED TOPOGRAGHIC DESIGN CATIGORY weathering fr st line depth termite TEMP M.P.H. EFFECTS N/A SEE FIGURE R301.2(4) N/A negligible N/A VERY HEAVY A.B. ANCHOR BOLT EA. EACH ABV ABOVE E.B. EYE BROW A/C AIR CONDITIONER ELECT ELECTRICAL ACI AMERICAN CONCRETE INSTITUTE ELEV ELEVATION A.F.F. ABOVE FINISHED FLOOR EMBED. EMBEDMENT AFI ARC FAULT INTERRUPT E.W. EACH WAY AH AIR HANDLER EXT. EXTERIOR ALUM ALUMINUM FBC FLORIDA BUILDING CODE AMP AMPERE FIN FINISH APA THE ENGINEERED WOOD ASSOCIATION FIX FIXTURE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS F.G. FIXED GLASS A.T.R. ALL THREADED ROD FLR FLOOR B BOTTOM FOUND. FOUNDATION BLK. BLOCK FTG. FOOTING BOT. BOTTOM GA GYPSUM ASSOCIATION BRG BEARING GAL. GALLON C&C COMPONENTS AND CLADDING GALV. GALVANIZED CANT CANTILEVER G.B. GLASS BLOCK CIR CIRCLE GDR GIRDER CLG CEILING GFI GROUND FAULT INTERRUPT C.M.U. CONCRETE MASONRY UNIT GLS GLASS C.O. CLEAN OUT GNN GEORGE N. NEWHOUSE, P.E. COL. COLUMN GYP. GYPSUM COMP. COMPACTED HB HOSE BIB COND CONDENSER HDR HEADER CONT. CONTINUOUS HGT HEIGHT CPT CARPET HOR HORIZONTAL d PENNY HT HEIGHT DBL. DOUBLE HVAC HEATING, VENTILATING DECOR DECORATIVE AND AIR CONDITIONING DET. DETAIL INCAND. INCANDESCENT DH DOUBLE HUNG INSUL. INSULATION DIA. DIAMETER DISC, DISCONNECT KID KILN DRIED LUMBER D.L. DEAD LOAD L LAVATORY DR DOOR LBS. POUNDS DRY DRYER L.L. LIVE LOAD LT LAUNDRY TUB LVL LAMINATED VENEER LUMBER NOTES & SPECIFICATIONS: GENERAL NOTES: M. MASTER MANUF. MANUFACTURER MAX. MAXIMUM MC MEDICINE CABINET MIN. MINIMUM MIRR MIRROR M.J. MECHANICAL JOINT MONO. MONOLITHIC M.P.H. MILES F'ER HOUR MWFRS MAIN WIND FORCE RESISTING SYSTEMS N/C NOT APPLICABLE NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION NIC NOT INCLUDED NO. NUMBER N.T.S. NOT TO SCALE OBS. OBSCURE O.C. ON CENTER O.H.D. OVERHEAD DOOR OSB ORIENTED STRAND BOARD P PRESSURE PAR PARALLEL P.C. PRECAST LINTEL PED PEDESTAL PERP PERPENDICULAR PKT. POCKET PLT. PLATE PLUMB. PLUMBING PLWD PLYWOOD PREFAB PREFABRICATED P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH P.T. PRESSURE TREATED PVC POLYVINYL CHLORIDE QTY. QUANTITY R ROD REC RECEPTACLE REF. REFERENCE REFG. REFRIGERATOR REINF. REINFORCED RES. RESIDENCE 1. DO NOT SCALE THESE DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK ALL DIMENSIONS AND VERIFY THE BUILDING CONSTRUCTION LAYOUT PRIOR TO COMMENCING CONSTRUCTION. 2. FOR ARCHITECTURAL REFERENCE, ELEVATIONS SHOWN HEREAFTER ARE BASED ON ELEVATION 0'-0" AT BUILDING FIRST FLOOR FINISH FLOOR SLAB. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. ALL EXISTING CONDITIONS ARE NOT NECESSARILY SHOWN HEREON. 4. ALL TRADES SHALL BE RESPONSIBLE TO READ ALL DETAILS AND SPECIFICATIONS AND PLANS, IF ANY CONFLICT EXIST, THAT TRADE SHALL NOTIFY THE CONTRACTOR OF THE SAME PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL DIRECT ANY DISCREPANCIES TO DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION AND CONTRACTOR SHALL BE RESPONSIBLE FOR WORK WHICH PROCEEDS WITHOUT DUE COURSE AND COORDINATION. MECHANICAL NOTES: REQ'D. REQUIRED RM ROOM RND ROUND S SHELF S.B.P. SOIL BEARING PRESSURE SD SMOKE DETECTOR SECT. SECTION SF SQUAREFOOT S.G.D. SLIDING GLASS DOOR SH SINGLE HUNG SPECS SPECIFICATIONS S.P.F. SPRUCE -PINE -FIR SQ. FT. SQUARE FOOT SW SWITCH S.W.C. SHEAR WALL CONNECTOR S.W.S. SHEAR WALL SEGMENT S.Y.P. SOUTHERN YELLOW PINE T T&G TONGUE AND GROOVE TEMP TEMPERED THK. THICK T-NAIL TOENAIL T.V. TELEVISION TYP. TYPICAL UL UNDERWRITERS LABORATORIES, INC. U.N.O. UNLESS NOTED OTHERWISE U.S.G. UNITED STATES GYPSUM COMPANY V VOLTS VENT. VENTILATED VIN VINYL VISA. VISQUEEN VOL VOLUME W WASHER W/ WITH W.C. WATER CLOSET WD. WOOD WDW WINDOW WH WATER HEATER W.I.C. WALK-IN CLOSET WP WATER PROOF W.W.F. WELDED WIRE FRAME 1. DRYER VENT SHALL NOT EXCEED 26-0". 2. A/C UNITS SHALL HAVE A MIN. OF 4" CLEARANCE ON ALL SIDES. PLUMBING NOTES: 1. WATER HEATER T&P RELIEF VALVE TO BE FULL SIZE TO EXTERIOR. 2. WATER HEATER AT FLOOR LEVEL TO BE IN A PAN WITH DRAIN TO EXTERIOR (WITH THERMAL EXPANSION DEVICE). 3. SHOWER FIXTURES SHALL CONTAIN TEMPERATURE CONTROL VALVES. 4. ALL HOSE BIBS SHALL HAVE BACKFLOW DEVICES. 5. MAIN PLUMBING VENT SHALL BE 3" DIA. MINIMUM. CODE COMPLIANCE NOTES: 1. NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN. (FOR GUN DRIVEN NAILS, THE MINIMUM SHANK SHALL BE .099 DIA. x 2 1/4" LONG WITH 15/64" DIA. HEAD, FULL ROUND). 2. STAIRS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 6-8" MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSING, SUCH HEAD- ROOM SHALL BE CONTINUOUS ABOVE THE STAIR TO THE POINT WHERE THE LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. 3. WINDOW AND DOOR BUCK ATTACHMENTS SHALL BE INSTALLED PER MANUAFACTURER'S ANCHORING REQUIREMENTS. CERTIFICATIONS SHALL BE PROVIDED BY THE RESPECTIVE MANUFACTURER RELECTING DESIGNS W/ MINIMUM WIND PRESSURES SET BY ENGINEER. 4. 5 V CRIMP METAL (ROOF SHALL HAVE SELF -SEAL STRIPS AND CONFORM TO ASTM D225 OR D3462. FASTEN WITH GALVANIZED ROOFII14G NAILS 1 1/4" LONG WITH MINIMUM OF FOUR (4/ FASTENERS PER STRIP SHINGLE. ATTACHMENT OF ASPHALT SHINGLES SHALL CON' ORM WITH ASTM D3161 OR M-DC RA 107-96 FOR THE APPLICABLE WIND ZONE 5. 5 V CRIMP pAETAL UNDERLAYMENT SHALL CONFORM WITH ASTM D226, TYPE 1. GENERAL STRUCTURAL NOTES: ICE. BARRIER UNDERLAYMENT R�_:QUIRED_ ` N/A ABBREVIATIONS: 1. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF CONSTRUCTION INCLUDING VERIFICATION OF DIMENSIONS, ELEVATIONS, AND FIELD CONDITIONS, ANY DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 2. CERTIFIED TRUSS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO SUBMITTAL FOR PERMIT, IF ANY CHANGES TO THE TRUSS DESIGN OR LAYOUT AFTER REVIEW BY ENGINEER, CONTRACTOR IS REQUIRED TO SUBMIT CHANGES TO ENGINEER FOR APPROVAL. 3. THESE DRAWINGS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF CHAPTER 6 OF ASCE 7 AND CHAPTER 16 OF THE FLORIDA BUILDING CODE FOR WIND REQUIREMENTS OF THE LOCATION OF THIS PROJECT. DESIGN SPECIFICATIONS ARE LISTED ON THIS COVER SHEET UNDER "CODE COMPLIANCE SUMMARY". 4. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL, AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 5. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS FOR SLAB AND FOOTINGS. PROVIDE 3000 P.S.I. AT 28 DAYS FOR TIE BEAMS AND CONCRETE FILLED BLOCK CELLS. 6. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS IN ACCORDANCE WITH ASTM C1019 OR ASTM C476. 7. ALL MASONRY OPENINGS TO BE PRECAST, UNLESS NOTED OTHERWISE. 8. CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C30 OR C145 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P.S.I. 9. MORTAR SHELL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270. 10. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A617 OR A706, FREE FROM OIL, SCALE AND RUST, UNLESS NOTED OTHERWISE. 11. CONCRETE CAST AGAINST THE EARTH SHALL HAVE A MINIMUM CLEAR COVER OF 3" OVER REINFORCING STEEL. 12. REINFORCEMENT BAR SPLICES: #5 BAR AT 25" MIN. #7 BAR AT 35" MIN. OTHER: #3 TIES AT 15" MIN. W.W.F. AT 15" MIN. LEGEND & SYMBOLS: 1X■Z■ i l ■ - #5 DIA. ROD IN FILLED CELL - 20 FRAME WALL - 8" C.M.U. WALL ■ s - INTERIOR BEARING WALL - DENOTES 8'-1" PLT. HEIGHT - DENOTES 8'-8" PLT. HEIGHT - DENOTES 9'-0" PLT. HEIGHT - DENOTES 10'-0" PLT. HEIGHT - DENOTES OTHER PLT. HEIGHT SEE ELEV. & FLOOR PLAN FOR PLT. HEIGHT - INTERIOR 2x4 WALL W/ HEIGHT NOTED ON FLOOR PLAN - PLANT SHELF ® 8'-4" (UNLESS OTHERWISE NOTED) CPTYL - CARPET TO VINYL TRANSITION Aok 8A - DENOTES DETAIL REF. NO. REFER TO DETAIL SHEET E - DENOTES INTERIOR ELEVATION REF. REFER TO ELEVATION SHEET PRECAST - PRECAST COMPOSITE LINTEL L-2 (0) - PRECAST LINTEL REF. 81ET7.1 - PRECAST LINTEL SHEET NO. PC -ONLY - PRECAST LINTEL ONLY HDR-1 - FRAME HE/;,DER ELECTRICAL PLAN: DUPLEX REC. 220V (P 2:20 VOLT REC. WP GFI (P WATER PROOF REC. GFI GROUND FAULT REC. \SW 1,/2 SWITCHED REC. $ SWITCH $3 3 WAY SWITCH IN'CAND. CEILING FIX. FO INCAND. WALL FIX. �-� TRACK LIGHTING FLUORESCENT FIX. EXTERIOR FLOOD LIGHT o CEILING FAN PREWIRE 220V O 220 VOLT JUNCTION BOX 11 OV O 1.10 VOLT JUNCTION BOX EXHAUST FAN O SMOKE DETECTOR W,/ BATTERY BACK-UP PHONE {] CABLE CONNECTION RECESSED CAN LIGHT VAPOR PROOF RECESSED CAN LIGHT ,%Mmj, EMERGENCY LIGHTING W/ BATTERY BACKUP HOMES BY ..ABURTON r 41111011111111111 me FLOOD HAZARDS AIR FREEZING INDEX NA - MEAN ANNUAL TEMP. 13. STRUCTURAL STELL SHALL CONFORM TO ASTM A36, EXCEPT TUBULAR STEEL COLUMNS, WHICH ARE TO BE CONSTRUCTED TO 46 KSI YIELD STRENGTH, ALL BOLTS SHALL BE A325 BOLTS, UNLESS OTHERWISE NOTED. WELDS SHALL BE PERFORMED WITH AN E70XX ELECTRODE. 14. ALL EXTERIOR AND INTERIOR BEARING WALLS TO BE NO. 3 GRADE KID SOUTHERN YELLOW PINE OR NO. 2 GRADE SPRUCE -PINE -FIR, UNLESS NOTED OTHERWISE. 15. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADE LUMBER HAVING A FIBER STRESS OF AT LEAST 1200 P.S.I. (Fb). P.S.I. MEMBERS SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 2 750 16. ALL LVL AND AN ALLOWABLE SHEAR STRESS OF 250 P.S.I. 17. ALL SUPPORTING FOUNDATIONS AND PILINGS SHALL BE PREPARED AND INSTALLED AS PER SOIL DENSITY TESTS AND BEARING CAPACITY SHALL BE VERIFIED TO PROVIDE A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. PRIOR TO POURING FOUNDATIONS OR DRIVING PILES. 18. FILL FOR FLOOR SLABS SHALL BE PLACED) IN 12" LAYERS AND ROLLED AND COMPACTED TO MINIMUM FIELD DENSITY OF 95% AS DESCRIBED IN ASTM 1557D. ALL FILL SHALL BE CLEAN SAND, FREE OF ORGANIC OR OTHF R DELETERIOUS AMTERIALS. 19. ALL SECTIONS OF C.M.U. GREATER THAN 4'-0" IN LENGTH AND UNBROKEN BY OPENINGS ACT AS SHEAR WALL SEGMENTS AND INDIVIDUALLY PROVIDE BRACING FOR ADJACENT WALL FORCES AND MAY BE ASSUMED TO TRANFER THRU BOND BEAMS TO INTERIOR SEGMENTS. FIELD REPAIR NOTES: 1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 STRAP OR (1) USP MTW 16 STRAP W/ (4) 1/4" DIA. x 2 1/4" LONG TAPCONS (STAGGERED) TO BOND BEAM BLOCK AND 7-1Odx1.5" GALV. NAILS TO TRUSS. (MAXIMUM UPLIFT VALUE 1000 LBS - CONSULT WITH ENGINEER IF REQUIRED UPLIFT VALUE IS GREATER). 2. MISSED "J" BOLTS FOR WOOD LOAD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. THREADED, ANCHOR BOLTS SET IN A 5/8" DIA. x 6" DEEP HOLE, FILLED WITH "U.S. ANCHOR" ULTRA BOND OR "SIMPSON" EPDXY -TIE SYSTEM FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS. (OR 1/2" DIA. x 5 1/4" LONG "REDHEAD" OR "HILT[" STUD EXPANSION ANCHOR BOLTS FOLLOWING ALL MANUFACTURER'S INSTALLATION PROCEDURES. 3. MISSED DOWN RODS MAY BE SUBSTITUTED WITH #5 REBAR SET IN 3/4" DIA. x 6" DEEP HOLE FILLED WITH "U.S. ANCHOR" ULTRA BOND OR "SIMPSON" EPDXY -TIE SYSTEM FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS. FOUNDATION / PLUMBING PLAN: ❑ - #5 DIA. ROD IN FILLED CELL ® - INTERIOR BEARING WALL ..................•.. - I'VC CONDUIT - FOOTING 12A - DENOTES DETAIL REF. NO. REFER TO DETAIL SHEET O- 'WATER CLOSET 0 - (LAVATORY ❑o o❑ - [KITCHEN SINK - (LAUNDRY TUB =D I - BATH TUB & SHOWER 0- [ROMAN BATH - 'SHOWER TRUSS FRAMING PLAN: - TRUSS OR GIRDER - FLOOR JOIST - CONVENTIONAL FRAMING - FRAME HEADER OR BEAM - PRECAST LINTEL 1 - CONNECTER REF. NO. REFER TO CONNECTOR SCHEDULE ELEVATIONS OR FLOOR PLAN: AO - WINDOW OR DOOR PRESSURE REF. REFER TO SCHEDULE G' The design of this plan is Fil hereby the sole ownership - 'WASHING MACHINE of Homes by Aburton Py the laws of the United States popyright protection. any form of copies O - 'WATER HEATER or duplication of this is a Violation of the U.S. court systems and will be enforc THIS BUILDING HAS BEEN DESIIGNED AS AN ENCLOSED STRUCTURE IN ACCORDANCE WITH THE 7TH EDITION FLORIDA BUILDING CODE-FLORIDA 1- WIND SPEED 170 M.P.N. ULTIMATE 2- WIND IMPORTANCE FACTOR -1 3- BUILDING CATEGORY -II 4- WIND EXPOSURE - B 5- INTERNAL PRESSURE COEFFICIENT- + .18 _ 6- COPONENT AND CLADDING DESIGN WIND PRESSURE SEE TABLE .1 7- THIS RESIDENCE AND OCCURS WITHIN WIND-BORNE DEBRIS REGION FOR 170 M.P.H. AND ABOVE ACCORDING TO FLORIDA ASCE 7-16 AND 7TH EDITION FLORIDA BUILDING CODE - RESIDENTAIL , CHAPTER 3 8- ALL STRUCTURES ON THIS PLAN ARE DESIGNED AS ENCLOSED OPENINGS AND THE TRUSS ENGINEERING SHALL BE PREPARED SUCH AS 7th Edition (2020) FBC/Residential 107.21. 7th Edition (2020 FBC) ASCE 7-16 Note: Design Criteria ( Florida Statute 61G15-31.002) The Effective Date for the Florida Building Code 7th Edition (2020) 2020/170 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) OF THE FLORIDA BUILDING CODE 2020 RESIDENTIAL EDITION EXTERIOR WINDOWS AND GLASS DOORS TESTING AND LABELING EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: OWINDOWS-ANS/AAMA/NWWDA 101/IS2 2/97 COMPONENTS AND CLADDING MUST MEET MIN. REQ. OF +35.3 PSF/ -47.2 PSF 2020/170 MPH EXTERIOR DOOR REQUIREMENTS EX FERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBt;,R301.2(2) EXTERIOR DOORS MUST BE MEET OR EXCEED MIN REQ. OF +33.7 PSF/ -36.7 PSF GARAGE DOOR SHALL BE TESTED IN ACCORDANCE WITH ANSI/DASMA 1108 OR TAS202. FBCR 2010 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +31.0 PSF/ -35.1 PSF safety glass in all hazardous locations per 7th edition (2020) FBC/Residential R306.4 7th ed (2020) FBC/Building 2406 DRAWING INDEX: COVER SHEET ELEVATIONS. FRONT &. REAR VIEW....... A1.1 ELEVATIONS. RIGHT & LEFT VIEW........ A1.2 FLOOR PLAN .................................. A2.1 FLOOR PLAN DETAIL, NOTES ........... A2,2 PRODUCT APPROVAL PAGE .......... A2.3 FOUNDATION/PLUMBING PLAN............ A3.1 FOUNDATION DETAILS & NOTES.......... A3.2 TRUSS LAYOUT &: ROOF PLAN............ A4.1 TRUSS DETAIL PAGE .......................... A4.2 ELECTRICAL LAYOUT ............................ A5 PRECAST LINTEL/A-C DUCT LAYOUT . A6 FLASHING DEI'AILS SHEET .................... D1 DESIGN LIVE AND DEAD LOADS: FLOOR: 40 PSIF LIVE, 10 PSF DEAD STAIRS: 40 PSIF LIVE, 10 PSF DEAD ROOF: PER TRUSS MANUFACTURER OR 30 PSIF LIVE, 15 PSF DEAD (SHINGLE) 55 PSIF LIVE, 25 PSF DEAD (TILE) DESIGN CRITERIA (FBC, SECTION 1606.2): WIND LOADS: ROOF20 PSF (30 PSF AT OVERHANGS) WALLS 22 PSF WIND SPEED: 170 M.P.H. ULTIMATE (108 M.P.H. FASTEST MILE) SNOW: NIA SEISMIC: N/A APPLICABLE INTERNAL PRESSURE COEFFICIENT: 0.18 WIND EXPOSURE: B (ENCLOSED) WIND IMPORTANCE FACTOR: 1.0 TYPE OF CONSTRUCTION: VI, UNPROTECTED BUILDING DATA: SINGLE FAMILY RESIDENTIAL DVI,t,LLING: HEIGHT OF BUILDING 20' - 10" +OR - A.F.F. BUILDING; HEIGHT MEAN BUILDING HEIGHT 15'-8" +OR - @ GROUND FINISH SQ. FT. CALCULATIONS LIVING 2048 ` RIGHT (KIT.) PORCH 120 ` STREET VIEW PORCH 364 ` LEFT SIDE PORCH 97. ` GARAGE 508` TOTAL AREA UNDER ROOF 3137. c TOTAL AREA 3137. ` I-�AANLEY FORREST 0� �° orida Reg. No. AR 0006867 ON , 0� ox �v�� o Date kh� zz E 4 :3 0 U 1-IIVIJn vivw� � ir,���,rv�wnw LAP SIDING HEIGHT OF BUILDING 20' - 10" +OR - A.F.F. BUILDING HEIGHT 1� REAR ELEVATION VE- SCALE VV FRONT SCALE = 1/4"=1'-0 STREET) ELEVATION VIEW. 5 V CRIMP METAL ROOF PEEL IN STICK SOPREMA 5/8" CDX PLYWOOD & CLIPS PRE-ENGINEERED TRUSSES R-20 SPRAY FOAM @ 24" O.C. INSULATION UNDER SIDE OF ROOF ALUM. DRIP 1 X2 P.T. 2X4 P.T. NAILER 2X6 SUB FASCIA @ PERIMTER BLOCK 1X8 JAMES HARDI i—�ii LEVEL RETURN STUCCO SMOOTH YER HAN ON TRUSSES HOLD BACK 1 3/4 SOFFIT OVER HIGH RIB LATH FBC R703.7.1/ ASTM c1063 /ENTED SOFFITS OVERHANG DETAIL L484a CO CLOSED SCALE: 1 /4"=1'-0" nr�Rvr�.�rivnvv LAP SIDING ©The design of this plan is hereby the sole ownership of Homes by Aburton By the laws of the United States copyright protection. any form of copies or duplication of this is a Violation of the U.S. court systems and will be enforced a3 0 El- O Cc O w �Ow o W w � E+ LO L) E-co o .� b! x I •� � o o N O o O CODES IN EFFECT: FLORIDA BUILDING CODE 2020 FLORIDA BUILDING RESIDENTIAL 2020 FLORIDA PLUMBING 2020 FLORIDA MECHANICAL 2020 NATIONAL ELECTRICAL CODE 2017 N.E.C. 1/8\-1�2I-1�4[=1�4{=3/8]=7/8)=5/8 F.B.C. 7 th Edition (2020) & N.E.C. 2017 NOTE: PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT RAISED Approved By: SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF THESE PLANS WITHOUT CONSENT STANLEY FORREST OF SAID ENGINEER SHALL Florida Reg. No. CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. Di i ` u � W W � W 5 V ME I AL CRIMP ROOF RIGHT SIDE ELEVATION MEW. LEFT SIDE ELEVAflON VlEW SCALE = 1 /4"=1'-0" nhrtU1-k,LMUnvv LAP SIDING I IHKUI-UL,RUIIVh LAP SIDING ROOF PITCH 17 ©The design of this plan is hereby the sole ownership of Homes by Aburton By the laws of the United States copyright protection. any form of copies or duplication of this is a Violation of the U.S. court systems and will be enforced 5 V CRIMP METAL ROOF PEEL IN STICK SOPREMA 5/8" CDX PLYWOOD & CLIPS PRE-ENGINEERED TRUSSES @ 24" O.C. ALUM. IDRI 1X2 P.T. 2X6 SUB FASCIA 1X8 JAMES HARD TOOTH :R HIGH .1/ t - :FITS a R-20 SPRAY FOAM INSULATION UNDER SIDE OF ROOF 2X4 P.T. NAILER @ PERIMTER BLOCK LEVEL RETURN 01* HAN ON TRUSSES HOLD BACK 1 3/4 OVERHANG DE -TAIL SCALE: 1 /4"=1'-0" ows z 4� C� ��w o w � co C . F—� r� F o .� F-+-� n co M o� �•y�� y • � � a o as C CODES IN EFFECT: FLORIDA BUILDING CODE 2020 FLORIDA BUILDING RESIDENTIAL 2020 FLORIDA PLUMBING 20.20 FLORIDA MECHANICAL 2020 NATIONAL ELECTRICAL. CODE 2017 N.E.C. 1/8 \ - 1/2 1 - 1/4 [ = 1/4 { = 3/8 ] = 7/8 1 = 5/8 F.B.C. 7 th Edition (2020) & N.E.C. 2017 NOTE: PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 f3ECOND GUST WIND LOAD REQUIREMENTS OF THE THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT RAISED Approved By: SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF THESE PLANS WITHOUT CONSENT STANLEY FORREST OF SAID ENGINEER SHALL Florida Reg. No. CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE: FLORIDA STATUTE. D9 W W � W Dow MG aKD GNN Dwn MG Anu GNN H 4 r 62'-0" 23'-0" 4'-0" D _1'-6" 71-6" 4'-0" D S14 23 D SH 23 t 15'-8" l 4 m N 2880 � dr. 2 CARS , ii 21 WA II 11 / D_ ` % 0 101-4 HB STORAGE / � ! a 1 i I \.\ �i 0 I/ ABOVE o '\ o _ UNIT-1 TTI C 1 i \ I i \ o' , JO LOG E / \ 2 MOUNTED INSTA-HEAT R302.5 Dwelling -Garage Openingran e et io� e ion i i \ '•' • Openings and penetration r g h wa' o ce' ' s se ar the dwelling from the i tit n ' g ac ea ._L _ccord.. ce „ Se R302.5.1 through R302.5.3. I1 \. Recess trusses 24" for HVAC equipment 1..—.—..—..—..—..—.._.._.._.._.._.._.._.. 114" Q U 1. 1 R302.5.1 Opening Protection cn 2I0 2880 SOLID CORE - SELF CLOSING O w/ threshold & Q-Ion 2x 6 A.C. CHASE wall SCREEN dr. 2880 D. D dr. SH 23 7'-0" ';' temp. 4'-loll 1'-O" 13'-8" I O SCREENED SIDE TT I 1 #�I = a -�' FH21 P• temp. EtempBEDRM HB 4 SH24 SH�2LEFT a'-4 " -1 = COV. PORCH 6'-8" x 14'-8" 10'-4" FLAT CLG. :.4 : 12'-0" x 14'-0" �� j 10 -0 FLAT CLG F i i r-..- - - -----' X 00 •' ■ _._._._._._._._._._._._._._._.__._._._._._._._._._._.-.-.-•-.-._.I ■ I • . W I I N ¢ a I I REFG. FBC R310 ! EMERGENCY ESCAPE RIGHT (KIT.) SIDE I '- N I &RESCUE OPENINGS COV. PORCH 12'-O" 1 - o Q KITCHEN 10'-4" FLAT CLG. =� - Y LA N D Y W 9'-4" x 14'-4"3080 9' 4" ! • > 14'IVIDFM\_rWG.LITEc� 14'- •. FR 2 ! Ldlite FBC R310 EMERGENCY ESCAPE x O 10'- " FLAT LG. I— ! U) 10 dr. A temp. A temp. 'n i r f40 & RESCUE OPENINGS i U) _ i P 8";c48" transome 8"x48" some] m i d 2880 (5) SH I 2880 ! I 10 cir. pk. dr. (5) SH dr I N = - 3030 pk dog dr -�+ O m N 3Ab =� — top at 36" a.f.f. m �r - H B 1 ROD & SHELF -- cii lass ::. CHEFS emp.71) ' PANTRY 2880 5080 2880 dr. 2880 dr. m (D 10'-0" FLAT CLG. dr. B.P. 8�_-�� '� CIO - 5'-O° (5) SH 1_1�11 _ BEDRM #2. ! D 10'-0" FLATCLG. ' 12'-4 1/2" x 12'-0" ,- „ 10 0 FLAT CLG. _ 6 wet wall ! 10'-0" FLAT CLG. - -- 0t r N = I Oi o 12'4�" _ Q _3 i i 14'-5" m `r' m - FBC R310 i din tub 28" w x 2d80 � 2080 free star g J EMERGENCY ESCAPE & RESCUE OPENINGS ! I 5 -10 v dr. - 68 She acrylic slipper tub SH 2 35 ROOM temp. a + �FAMILY I- H 5_6�� 23'-8 1 V2" x 16'-8 1 /2" I dr "' N cased of ening +1 HB SH26 VAULTED CLG. i ! SCREENED ! i 2dr. i dr. i m COV FRONT PO�� CH L10 LITE 5' -6" ! 13 -4 x 16 -0 R. dr. i - 'MD.... _ 1 10'-4" FLAT C LGP i � o 2880 k ! i pk. dr. M ' I�1 FBC Itt310 3080 01 EMERGENCY' ESCAPE 3080 10 LITE ! I 10 LITE FR. dr. &RESCUE OPENINGS FR. dr. M BEDk, IVI . i K DBL SH26 SH26 H SH26 13'-4" x 16'-6" j 3080 �� II �� 4'-b° 7-lo 4-2 3-0 8 �� 3-10 VAULTED CLG. f S EEN dr. I o COV FRONT PORCH �' 288° R_ =� 10'-4" FLAT CLG. pk. dr. _ _ Q I ------------------------- _._ _ _._ _ ._ _._._.._ _ _._. _._._._._._._._._._._._._._ --------------- , TIUES(DAPE M dJ EMERGENCYFBC 0 ^ & RESCUE OPEN�NGS 13'-4" 1'-4" 11'-0f 6'-S" I I'-01 6-0" 11 6'-8" 11, -0}4'-4"G I. I, DBL. SH25 The Effective Date for the Florida Building Code 7th Edition (2020) 2020/170 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) OF THE FLORIDA BUILDING CODE 2020 RESIDENTIAL EDITION EXTERIOR WINDOWS AND GLASS DOORS TESTING AND LABELING EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: OWINDOWS-ANS/AAMA/NWWDA 101/IS2 2/97 COMPONENTS AND CLADDING MUST MEET MIN. REQ. OF +35.3 PSF/ -47.2 PSF 2020/170 MPH EXTERIOR DOOR REQUIREMENTS EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBCR301.2(2) B EXTERIOR DOORS MUST BE MEET OR EXCEED MIN REQ. OF +33.7 PSF/ -36.7 PSF C GARAGE DOOR SHALL BE TESTED IN ACCORDANCE WITH ANSI/DASMA 108 OR TAS202. FBCR 2010 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +31.0 PSF/ -35.1 PSF safety glass in all hazardous locations per 7th edition (2020) FBC/Residential R308.4 7th ed (2020) FBC/Building 2406 WINDOW SCHEDULE MARK TYPE SIZE ROUGH OPENING QTY A Transome 18"x48" transome R.O. 18 7/8" x 24 7/8" 02 B Transome 2'-6" x V-7 1/2" R.O. 30 3/4" x 12 3/4" 03 C SINGLE HUNG SH 24 R.O. 37 7/8" x 50 5/8" 01 D SINGLE HUNG SH 23 R.O. 37 7/8" x 38 3/4" 04 E SINGLE HUNG SH 2 24 R.O. 37 7/8" x 50 5/8" 02 F SINGLE HUNG SH 13 R.O. 19 7/8" x 38 3/8" 01 G SINGLE HUNG DBL SH 25 R.O. 74 3/4" x 63 3/4" 01 H SINGLE HUNG SH26 R.O. 37 7/8" x 72 3/4" 03 K SINGLE HUNG DBL SH 26 R.O. 74 3/4" x 72 3/4" 01 SINGLE HUNG SH 2 35 R.O. 27 1/4" x 63 3/4" 01 LEGEN D ■ - #5 ROD IN FILLED CELL ❑ - FILLED CELL (NO STEEL REQ'D) - 2x4 FRAME WALL - 8" C.M.U. WALL - INTERIOR BEARING WALL - DENOTES 8'-0" PLT. HEIGHT -- (UNLESS NOTED OTHERWISE) - DENOTES 8'-8" PLT. HEIGHT I_L_L171 - DEN07FES 9'-0" PLT. HEIGHT 'xu - DENOTES 10'-0" PLT. HEIGHT - DENOTES 10'-8" PLT. HEIGHT - DENOTES 1 V-4" PLT. HEIGHT - DENOTES 13'-0" PLT. HEIGHT rr�f- DENOTES OTHER PLT. HT. SEE ELEV. & FLOOR PLAN FOR PLT. HT. =M= - INTERIOR 2x4 WALL W/ HEIGHT NOTES) ON FLOOR PLAN FPLANT SHELF @ 8'-4" (UNLESS OTHERWISE NOTED) 1A DENOTES DETAIL REF. NUMBER S.1 & SHEET NUMBER FOR DETAIL LOCATION A DENOTES INTERIOR ELEVATION REF. O & SHEET NUMBER FOR ELEVATION PRECAST LOCATION r,-4 (c) PRECAST LINTEL REF. HDR-1 WOOD HEADER REF. -->f - FLOORING TRANSITION 1. ALL INTERIOR WALLS ARE 2" X 4" CONSTRUCTION 24" O.C. EXCEPT NOTED WET WALLS. NOTES: FOR TYPICAL DOOR AND WINDOW ATTACHMENT INTO MASONRY SEE DETAILS 103,107 AND 108 ON THE DETAIL SHEET. FOR TYPICAL DOOR AND WINDOW ATTACHMENT INTO WOOD FRAME SEE DETAIL 109, 110, AND 111. SEE GENERAL NOTES ON THE COVER SHEET FOR DESIGN CRITERIA. QELXVIN_YL - CARPET TO VINYL TRANSITION 1. ALL INTERIOR WALLS ARE 2" X 4" CONSTRUCTION 16" O.C. 2. ALL ROUGH OPENING WINDOW SIZES MUST BE VERIFIED EY WINDOW CONTRACTOR PRIOR TO CONSTRUCTION. 3. PROVIDE BACKING FOR KITCHEN CABINETS ( SEE BUILDER FOR LOCATION) FRAME_ HEADER SCHEDULE: HDR-1 (2) 2x12 #2 S.Y.P. W/ 1/2" FLITCH PLATE MIN. 2 ROWS 16d GALV. NAILS AT 6" O.C. (2) 1 7/8" x 11 1/2" LVL (TOP @ 8'-1" A.F.F.) MIN. 2 ROWS 16d GALV. NAILS AT 12" 0.0 afety glass in all hazardous locations per 7th edition (2020) FBC/Residential R308.4 7th ed (2020) FBC/Building 2406 SQ. FT. CALCULATIONS- 1-1 V1 N G 2048' RIGHT (KIT.) PORCH 120 STREET VIEW PORCH 364 LEFT SIDE PORCH 97. GARAGE 508t TOTAL AREA UNDER ROOF 3137. t TOTAL AREA 3137. t DOOR SCHEDULE SIZE _ ROUGH OPENING QTY MARK TYPE FRONT ENTRY 01 Smooth Star FR 108LOITE 39 1/2"x81 3/8" 3 THERMATRU dr. 02 FRENCH DOORS 6080 98 1/2" x 81 3/8" 1 IMPACT 10 LITE 8900 CWS FR. dr. INSULATED LOW E 03 Smooth Star 35 1/2"x81 3/8" 1 THERMATRU 2880 dr. FRENCH DOORS 04 IMPACT 2880 35 1 /2"x81 3/8" 1 8900 CWS fr. dr. 10 lite INSULATED LOW E 14'-0" � 4'-8" 23 -4 � la'-8° CODES IN EFFECT: FLORIDA BUILDING CODE 2020 62'-0" FLORIDA BUILDING RESIDENTIAL 2020 FI ORIDA PLUMBING 2020 FLOOR PLAN- F1 ORIDA MECHANICAL 2020 SCALE = 1/4"=1'-O" NATIONAL ELECTRICAL CODE 2017 N.E.C. HEIGHT ROUGH OPENINGS BASED ON USING A PRE -CAST SILL MAXIMUM ALLOWABLE SHIM STACK TO BE 11/4" PER JAMB AND 1/4" AT WINDOW HEAD. (ROUGH OPENING EXAMPLE- SH-25- 36 1/2" x 63 1/4" MAX.) SEE DET. 107 FOR TAPCON PLACEMENT. NOTES: FOR TYPICAL DOOR AND WINDOW ATTACHMENT INTO MASONRY SEE DETAILS 103,107 AND 108 O!N THE DETAIL SHEET. FOR TYPICAL DOOR AND WINDOW ATTACHMENT INTO WOOD FRAME SEE DETAIL 109, 110, AND 111. SEE GENERAL NOTES ON THE COVER SHEET FOR DESIGN CRITERIA. FBC R310 EMERGENCY ESCAPE & RESCUE OPENINGS • �j. • F.B.C. 7 th Edition (2020) & N.E.C. 2017 NOTE: PROPOSED TH111i WALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT RAISED Approved 13y: SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF _ THESE PLANS WITHOUT CONSENT STAN LEY FORRE:ST� OF SAID ENGINEER SHALL Florida Reg. No. CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. Di M ®".'.1 r MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE L (ASSEMBLED r- WINDOW) r_ � Cn Z G) Z G) FLASHING F�Msi"ioNV �P WEATHER IVE BARRIER & RARILY SECURE EXTERIOR SHEATHING PLATE ING DO NOT FLASH OVER BOTTOM HEAD FLASHING TIE-IN NAILING FLANGE INSTRUCTIONS: 1. CUT, FOLD UP &TEMPORARILY NOTES: SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER BACK OVER HEAD BARRIER TO FORM WATER SHEDDING LAPS FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL N.T.S. OR APPRROVED WATER REPELANT SYSTEM (DRYLOCK) DRAM E3AR N I TH EMEROENG)" RELEASE EL O WILL BE °' O.H. DOOR TRACK D 8" C.M.U. WALL. STOP MOLDING @ 2 OVERHEAD °° GARAGE v v O• DOOR 3/8" x 1 1 /2" LAG BOLT - OR PER MANUF. WRITTEN SPEC. STOP MOLDI TRACK WITH CARRIAGE AND CHAIN DRIVE o MOTOR OPERATOR UL325 LABEL 1/2" MASONRY FASTENER MIN 4" EMBED.- 4" O.C. W/ 3"X3" WASHER & 4" FROM EA. END #5 VERT. WALL REINF. GROUT CELLS SOLID 2x8 P.T. #2 SYP JAMB —� TRACK/BRACKET FASTEN PER MANUF. SPECS. GARAGE DOOR ATTACHMENT DETAIL SCALE: N.T.S. DBL 2X12 #2 S.Y.P. W/ 1/2" FLITCH PLATE SPACER 2x4 #2 S.P.F. JACKS UNDER HEADER @ EA. END (SEE SPAN TABLE) U.N.O. # JACKS EA. END OPENING WIDTH 0 TO 2'-6 2'-7 TO 4'-0 1 4 -1 TO 8'-0 2 8'-1 TO 10'-0 3 3.5 X3.5 10'-1 TO 16'-0 4 PARALLAM 2X8 PT. BUCK 1/2"- x 8" ANCHOR BOLTS OR 1/2"- x 6" EXPANSION O.H. DOOR BOLTS @ 24" O.C. MAX. TRACK WITH 2"x1/8" WASHERS GARAGE DOER ATTAIHMENT DETAIL SCALES NITIS. 2x4 P.T. SOLE PLATE 5/8" EXPANSION BOLT W/ PB WASHER & NUT MIN. EMBEDED 3" 103 FBC , REFER TO TRUSS CONNECTOR SCHEDULE FOR TRUSS CONNECTION SPECIFICATIONS STRAP TOP PLATE, HEADER AND STULjS A? T EACH END W/ SIMPSON LSTA21 W/16-10d OR USP LSTA21 W/ 16-10d 2x4 STUDS @ 16" O.C. #2 S.P.F. MIN. (U.N.O.) 1/2" GYP. BOARD ;OLE PLATE TO STUDS W/ >IMPSON SP4 OR USP SPT4 'V/ 6-10dx1.5" GALV. NAILS HEADER DETAI L '@ N TER OR LOAD BEARING WALL SCALE 3/4"=1'-0" A LIMITING HEIGHTS EXTERIOR #2 STUDS SIZE STUD MATERIAL & O/C SPACING MAX. HT. 2" X 4" SPRUCE, FIR 24" O/C 8'-4" 2" X 4" SPRUCE, FIR 16" O/C 10'-0" 2" X 4" SPRUCE, FIR 12" O/C 11'-8" 2" X 4" SOUTHERN PINE 24" O/C 9'-0" 2" X 4" SOUTHERN PINE 16" O/C 11'-0" 2" X 4" SOUTHERN PINE 12" O/C 12'-8" 2" X 6" SPRUCE, FIR 24" O/C 13'-0" 2" X 6" SPRUCE, FIR 16" O/C 16'-0" 2" X 6" SPRUCE, FIR 12" O/C 18'-4" 2" X 6" SOUTHERN PINE 24" O/C 14'-0" 2" X 6" SOUTHERN PINE 16" O/C 17'-0" 2" X 6" SOUTHERN PINE 12" O/C 19'-8" 2" X 8" SPRUCE, FIR 24" O/C 17'-0" 2" X 8" SPRUCE, FIR 16" O/C 21'-0" 2" X 8" SPRUCE, FIR 12" O/C 24'-0" 2" X 8" SOUTHERN PINE 24" O/C 18'-4" 2" X 8" SOUTHERN PINE 16" O/C 22'-8" 2" X 8" SOUTHERN PINE 12" O/C 26'-0" LIMITING �HEIGHTS I FOR SCALE: NTS 3-1-02 DOOR SCHEDULE CODE QUAN. DOOR SIZE MASONRY OPENING PRECAST SCHED. *,_ ,�068 S.G.D. 5 -0 x 678 5'-0" x 8'-0" M.O. 62 x81 M.O. 62%97" „ 6 -6 U-LINTEL %068 S.G.D. 6 -0" x 6'-8" 6'-0 x 8 -0 M.O. 74"x97 M.O. 74 x81 7'-6" U-LINTEL *8068 S.G.D. 8 -0 x 6'-8" 8'-0" x 8'-0" M.O. 98%81" M.O. 98%97" 9'-4" U-LINTEL *9068 S.G.D. x - 9'-0" x 8'-0" M.O. 1081/2"x81 M.O. 108 1 2"x97" �� 10 -6 U-LINTEL *i2068 S.G.D. 12-0 x 6-8" 12 -0 x 8'-0 M.O. 145 1/4�x81" M.O. 145 1 4 x97" 13'-4" U-LINTEL �3'x7' O.H.D. 8 -0" x 7 -0 8 -0 x 8 -0" see manuf. specs. p 9'-4" U-LINTEL �16'x7' O.H.D. 16 -0 x 7 -0 16'-0" x 8 -0 see manuf. specs. P 17'-4" U-LINTEL _ *2068 ext. 2'_0" x 8>_0�� see manuf. specs. 2'-0" HDR *2668 ext. 2._6" x 8'-0" see manuf. specs. 2'-6" HDR *2868 ext. 2'_$" x 8>-0" see manuf. specs. 2'-8" HDR *3068 ext. 3'-0" x 8'-0" see manuf. specs. 3'-0" HDR STANDARD DOOR HEADER HEIGHT — 6'-8" A.F.F. *OPTIONAL DOOR HEADER HEIGHT — 8'-0" A.F.F. #5- BAR CONTINUOUS LINTEL COURSE W/ (1) #5-- BAR FILLED SOLID. 25" MIN. LAP ON #5- BARS IN CORNER r ILLCU V MM I Il,/1L fhb— DHR I,UN I IIVUUUJ CELL W/ (1) #5- BAR CORNER REINF. @ LINTEL COURSE SCALE: 3/4"44' 5 V CRIMP METAL ROOF PEEL IN STICK SOPREMA 5/8" CDX PLYWOOD & CLIPS PRE-ENGINEERED TRUSSES @ 24" O.C. R-20 SPRAY FOAM INSULATION UNDER SIDE OF ROOF NON VENTED SOFFITS STUCCO CLOSED SEE ELEV. 1"'x 6" Tongue & Groove S.Y.P. NUMATICLY NAILED DIRECTLY TO BOTTOM CHORD OF TRUSS �- 2 beam blocks with #5 rebar each continuos openimgs to have lintel below. ROD CONT. (TOP OF LINTEL) W/ MIN. 3/4" CLR. (25" MIN. LAP) FILLED PRECAST LINTEL W/ (1) #5- ROD CONT. IHORIZ. @ BOTTOM OF CAVITY TYPICAL OPENING SECTION SCALE: N.T.S. 5 V CRIMP METAL 7) ROOF PEEL IN STICK SOPREMA 5/8" CDX PLYWOOD & CLIPS PRE-ENGINEERED TRUSSES @ 24" O.C. - 5 V CRIMP METAL ROOF PRE-ENGINEERED TRUSS @24"' O.C. W/ HURRICANE ANCHOR ON EA. TRUSS. SEE TRUSS PLAN FOR MANUFACTURER & TYPE -� PROVIDE BUILD. PAPER OR GALV. STEEL PLATE BETWEEN TRUSS & C.M.U. ALUM. DRIP 1 X2 P.T. 2X6 SUB FASCIA 1X8 JAMES HARDI - OI STUCCO SMOOTH SOFFIT OVER HIGH 01/ER HAN6 RIB LATH FBC R703.7.1/ ASTM c1063 CONTINUOUS VENTED SOFFITS (1) #5-� ROD @ OPENINGS 5'-0" OR GREATER U.N.O. PRE -CAST SILL - FINISH MATERIAL SEE ELEVATIONS - FOAM INJECTION BLOCK WALLS ENVELOPE ( R 11) LIVING AREA ONLY VA 8" C.M.U: TYP. 16" x 20" MONO. FOOTER W/ 2 #5 - ROD CONT. PER S.S.B.C. SEC. 1302 - CODES IN EFFECT: FLORIDA BUILDING CODE 2020 FLORIDA BUILDING RESIDENTIAL 2020 FLORIDA PLUMBING 2020 FLORIDA MECHANICAL 2020 NATIONAL ELECTRICAL CODE 2017 N.E.C. R-20 SPRAY FOAM INSULATION UNDER SIDE OF ROOF NON VENTED SOFFITS STUCCO CLOSED SEE ELEV. 518 gypsum drywall all ceilings 2 beam blocks with #5 rebar each continuos openimgs to have lintel below. ROD CONT. (TOP OF LINTEL) W/ MIN. 3/4" CLR. (25" MIN. LAP) \ PRECAST HEADER AT ALL OPENINGS U.N.O. ON PLAN \� 1/2" GYP BOARD OVER 3/4" P.T. FURRING FOAM INJECTION INSULATION - WINDOW OR F.G. SEE: DET. 107 PRECAST SILL - #5- ROD IN FILLED CELL - AS PER FLOOR PLAN TIED TO CONT. ROD IN FOOTER & LINTEL ROD ABOVE 4" CONC. SLAB W/ FIBER MESH (OR W/ 6x6 10/10) OVER 6M VISQ. - — 4—, j •.R: a. a a 4 �I . A. a� •: —f � I= —III �- 1-STORY 8" BLOCK WALL 'SECT ON SCALE: 3/4"44' A 6-1s-97 • • • f r _ 1/8\-1/21-�/4 f=3/4{=3/8]=7/8}=5/8 NOTE: THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT RAISED SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF THESE PLANS WITHOUT CONSENT OF SAID ENGINEER SHALL CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. F.B.C. 7th Edition (2020) & N.E.C. 2017 PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE Approved By, STANLEY FORREST Florida Reg. No. AR 0006867 Date r� 7R DATE OF DWO DATE 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE EL-- 6 FEvisoN DATE or- Dvy SCALE: N.T.S. THESE PLANS ARE NOT VALID P. �n FOR PERMITTING WITHOUT RAISED Approved By: CODES IN EFFECT: SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. DATE or- DWO� DATE FLORIDA BUILDING CODE 2020 ANY ALTERATION OR USE OF DRAWNG N4)e. THESE PLANS WITHOUT CONSENT STANLEY FORREST FLORIDA BUILDING RESIDENTIAL 2020 OF SAID ENGINEER SHALL LOAD REQUIREMENTS OF THE CONSTITUTE FRAUD AND IS A Florida Reg. No. AR 0006867 SCALE: ASNOT6 FLORIDA PLUMBING 2020 W CLEAR VIOLATION OF CHAPTER FLORIDA MECHANICAL 2020 471 OF THE FLORIDA STATUTE. SHIEU: A NATIONAL ELECTRICAL CODE 2017 N.E.C. Date 2.3 mw mumum FILE COPY Q r 1'- 6 0 N 7 (921-0" 2A J� 23'-0" 00 151-9,11 FINISH GRADE 4" CONC. SLAB W/ FIBERMESH (OR W/6x6 10/10) OVER 6M VISQ. —i 3'-O"01,dj . .. - ---------- • III III � SLABNOTE :1•:;i 5" CONCRETE SLAB W r..' FIBERMESH ( OR 6"x6/�116 I I� D6/D6 W.W.R.) OVER 6 MILL VISQ, I — °:�:: •.�I r .. 16" X 16" CURB FOOTING AND CLEAN, COMPACTED, j i i BORACARE SYSTEM W/ 2 #5 - ROD. CONT. y t GARAGE FTG THRU DOOR t a FOR TREATMENT OF TERMITES 9A 2A q WILL BE USED ABOVE GRADE= _ GARAGE CURB .; I GARAGE MONO I 4 SCALE: 3/4"-1'-0" A 01 ! ja COND SLOPEL:. UNIT-1 t ` MOUNTED 1 i INSTA-HEAT I 5A I..' •1 4'-6" 4" DOWN 13'-4" 21 F SCALE = 1 /4 =-I -u (92'-0" 12A SLAB SLOPES AWAY FROM HOUSE FIN. GRADE 777 -III- 1 #t5 REBAR CONT. j7 PAD) THICKENED SL SCALE: 3/4" = 1'-0" o SLAB SI OPES AT 1/8" PER FT. AWAY FROM HOUSE FIN. GRADE —� 4" CONC. SLAB W/ FIBER— MESH (OR W6x6 10/10) OVER 6M VISQ. 00 4" CONC. SLAB) W/ FIBER MESH OVER 6 MIL VAPOR BARRIER a. a F=l I 8» II III (1) #5- ROD CONT. OFFSET THICKENED EDGE SCALE: 3/4"=1'-0" A s-t—oz v�.Y. ✓. ... YY/ GJ LAP E.W. -I YP OF 2 4" CONC. SLAB W/ FIBERMESH IV ORNER BAN DETAIL (OR W/ 6x6, 10/10) OVER 6MVISQ. FOR FOOTING REQUIREMENT ° N a � b 16" 2 #5 - ROD CONT. PORCH FOOTING DETAIL SCALE: 3/4"44' 6-13-97 SCALE: N.T.S. 1 n 11 11 /� ❑ 1 1_®11 �:, TYP. 16" BOND BEAM 11 11 �- `J ❑ 1 1 m_^ mm -- `-� —SLAB SLOPES AWAY FROM HOUSE NOTE: SEE FLOOR PLAN FOR FILLED TYP. WALL CELL CONFIGURATION CELLS NOTED .4" CONC. SLAB W/ AS BEING FILLED ARE"TO HAVE 1 FIBERMESH OR W/ 6x6 #5 TIED TO CONT. ROD IN FTG. 10/10) OVER 6M VISQ. CERAMIC TILE 4" CONC. SLAB W/ FIBERMESH (OR FLOOR DRAIN W/6x6 10/10) OVER 6M VISA. MIN. 2" STEP FIN. GRADE SLOPE SFLOOR 8" X 8" THICKENED EDGE SLAB RECESS @ SHOWER DETAIL SCALE: 3/4" = 1'-0" COLUMN FOOTING DETAIL SCALE: N.T.S. CONCRETE SPECS SLAB- 2500 P.S.I. IN 28 DAYS FOOTERS- 2500 P.S.I. IN 28 DAYS LINTELS- 3000 P.S.I. IN 28 DAYS FILLED CELLS- 3000 P.S.I. IN 28 DAYS - INTERIOR BEARING WALL ■ - DENOTES #5- ROD IN FILLED CELL FTG. UP TO LINTEL BLOCK ON TOP OF WALL ❑ - DENOTES #5- ROD IN FILLED CELL FTG. UP TO FOUNDATION • - DENOTES GO -BOLT ANCHORING SYSTEM SEE FOUND. PLAN FOR PAD SIZE &'REINFORCEMENT CODES IN EFFECT. FLORIDA BUILDING CODE 2020 FLORIDA BUILDING RESIDENTIAL 2020 FLORIDA PLUMBING 2020 FLORIDA MECHANICAL 2020, NATIONAL ELECTRICAL. CODE 2017 N.E.C. 1 /8 \ - 1/2 � — 1/4 [ " 1/4 {:= 3/8 ] - 7/8 } - 5/8 NOTE: THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT RAISED SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF THESE PLANS WITHOUT CONSENT OF SAID ENGINEER SHALL CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. F.B.C. 7 th Edition (2020) & N.E.C. 2017 PROPOSED THIS 'WALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECONE) GUST WIND LOAD REQUIREMENTS OF THE Approved By: STANLEEY FORRE'ST' Florida Reg. No. • 1. s f i i r • i WALL BEYOND CONCRETE OR BRICK PAVER DRIVEWAY IM �r- COMPACTED SAND BASE. (PAVERS ONLY) 1'- 1 NOTE:: RECESS FOR GARAGE DOOR 4" CONC. SLAB W/ FIBERMESH (OR W/ 6x6 10/10 W.W.F.) OVER 6MILL VAPOR BARRIER Y —III 'MONO FTG W/2#5 CONT. I R: OVERHEAD GARAGE GARAGE DOOR SILL FOOTING DETAIL SCALE: 3/4" = 1'-0" SLAB SLOPES AWAY FROM HOUSE FIN. GRADE I�I�III, ' 'v° 4• 1 #5 REBAR I 8„ CONT. SCALE: 3/4" = 1'-0" C.M.U. WALL BEYOND 1x2 P.T. FURRING STRIP 1/2" DRYWALL 4" CONC. SLAB W/ FIBER- MESH (OR W6x6 10/10) OVER 6M VISQ. d- PLUMBING NOTES 00 FIN. GRADE TYPICAL MU FOOTER �\ //. �//,/ 16 4" CONC. SLAB W/ FIBERMESH OVER 6 MIL VAPOR BARRIER P.V.C. A/C CHASE THRU MONOLITHIC FTG. n • 14: a MIN 25 LAP (2) #5N RODS: .d ' '4 'd!' • . '•' •; a. •y is - .. ;. .. MIN 25" LAP P.V.C. A/C CHASE %/�\//\\/ /\\/\\/\\/\\/\\ \j (2) #5- RODS W/ THRU MONOLITHIC FTG. /�\\�j\\�\�j\\j��\ 3" MIN. COVER j A/C CHASE THRU FOOTING � SCALE: 3/4"=1'-0" 1. COMPLY WITH STANDARD PLUMBING CODE AND ALL OTHER LOCAL CODES 2, COORDINATE WORK OF THIS TRADE WITH ALL OTHER TRADES. 3. PROVIDE A MINIMUN PITCH OF 1/8" AT ALL HORIZONTAL BRANCHES AND SEWER LINES. LINES LESS THAN 2 1/2" TO BE: 1/4" FALL. 4. PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK. 5. PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. 6. PROVIDE SAFE WASTE FOR AIR CONDITIONING UNIT CONDENSATE W/ TRAP. 7. PROVIDE AIR CHAMBERS FOR ALL WATER SUPPLIES FEEDING FIXTURES. 8. PROVIDE VACUUM BREAKER AND SHUT-OFF VALVE ON ALL HOSE BIBBS, 9. A VENT TERMINAL FROM A, DRAINAGE SYSTEM SHALL NOT BE: LOCATED DIRECTLY BENEATH ANY DOOR, WINDOW, OR OTHER VENTILATING OPENING OF THE BUILDING OR OF AN ADJACENT BUILDING, NOR SHALL ANY SUCH VENT TERMINAL BE WITHIN TEN (10) FEET HORIZONTALLY OF ANY SUCH OPENING UNLESS IT IS AT LEAST TWO (2) FEET ABOVE THE TOP OF SUCH. LAUNDRY 1 1/2" CLEAT 9 TO SEPTIC PLUMBING RISER SCALE: N.T.S. WATER SOFTENER HOSE BIB SHOWER HEAD GENERAL PLUMBING SPECIFICATIONS SCALE: 1 \2"=1'-0" G 3 KITCHEN LAV 11 /2" STUDDER VALVE O 2" I 3" SHIM 3" THRI LAV HALF BATH 3 1/2" DIA GALV STEEL PIPE; PAINT MATCH INTERIOR MASTER BATH CONCRETE SLAB . 4 .4.. •. A 4 A 4. A 4 :.v ': v. 1!- . SLOPE TOP OR PVC ENDCAP FILL WITH CONCRETE co I N A. 4 4 A.— d :A .. �- 4 1 /4" X 2 3/4" TYPICAL BOLLARD TAPCONS SCALE: N.T.S. Vent sizes per (P3113.1) 7th edition 2020 FBC/Residential 107.2.1 _BATH Lav's and kitchen sinks 1 Y2" table (P3201.7 W.C. 3" min. per (Table 710.1) Washer 3" vent w/3" branch as per (P3005.4) CODES IN EFFECT: FLORIDA BUILDING CODE 20:20 FLORIDA BUILDING RESIDENTIAL 2020 FLORIDA PLUMBING 2020 FLORIDA MECHANICAL 2020 NATIONAL ELECTRICAL. CODE 2017 N.E.C. _= 1/8\-1/2I-1/4[= �4{=3/8]=7/8}=5/8 NOTE: THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT RAISED SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF THESE PLANS WITHOUT CONSENT OF SAID ENGINEER SHALL CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. F.B.C. 7 th Edition (2020) & N.E.C. 2017 PROPOSED THIS MALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE Approved By STANLEY F'ORREST Florida Reg. No. • *B04F SCABI 90 ti io r Q 13'4" 23' TRUSS, SCALE = 1%4"=1 T IiI:3 v 23'4" 62' ROOF PLAN 15'8" 00 I` N MAXIMUIM 1 1/2" TOLERANCE BETWEEN STARP AND TRUSS NOTE: USE CONNECTOR Al UNLESS NOTED OTHERWISE EMBEDDED TRUSS ANCHORS TYP STRAP SCHEDULE ID# ID# MODEL # �-- HETA20 1. ALL MASONRY TO TRUSS CONECTORS TO BE SIMPSON #META12 #10d x 1.5 NAILS Al 7 E1 BETWEEN STARP AND TRUSS #7d x 1.5 NAILS MAX WIND LOADS 1450# UPLIFT LBS 1263 MODEL If #10d x 1.5 NAILS UPLIFT LBS B1 HETA20 B 1443 F1 HHETA20 11 2049 MODEL # — HETA2.O HHETA20 #10d x 1.5 NAILS Cl 9 G1 12 UPLIFT LBS 1624 2235 MODEL # HETC!O 2) HETA20 #10d x 1.5 NAILS D1 1C H1 7 EA. SEE DET. TD1 UPLIFT LBS 18CEI 2500 BOLTED GIRDER TRUSS ANCHORS MODEL # MGT LTT2OB 2) CS16 #10d NAILS J1 22 OR 20-16d OR 20 UPLIFT (LBS) 3310 3350 2840 BOLT GIRDER 1-j DOLT OR[)" ATR N/A MODEL # HGT--2 PHD2--SDS3 HGT-3 HGT-4 #10d NAILS [C 1 16 16- SDSlx3' K2 16 K 3 16 UPLIFT (LBS) 2-PLY 6485 OR 6750 3-PLY 9035 4-pLY 9250 BOLT GIRDER 2- ["' A,B. 2- ,I" ATR GIRDER 2- [" A.B. GIRDER 2- [' A.B. MISSED CONNECTOR NOTE' MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTS18 STRAP W/ (3) 3/16"- x 21" LONG TAPCONS (STAGGERED) TO BOND BEAM BLOCK AND (9) 10d GALV. NAILS TO TRUSS. (MAX. UPLIFT VALUE 1000 LBS. MISSED BOLTED GIRDER ANCHORS MAY BE SUBSTITUTED WITH (1) SIMPSON FGTR W/ (2) \x5 TITEN HD TO BOND BEAM AND 18--.'3DSlx3 SCREWS TO TRUSS. (MAX. UPLIFT VALUE 5000 LBS. CONSULT W/ DEPT. A/E DESIGN IF REQUIRED UPLIFT VALUE IS GREATER. PH. 863-427-7111 WOOD TO WOOD CLIP STRAP CONNECTIONS NOTE: USE CONNECTOR M1 UNLESS NOTED OTHERWISE MODEL # HTS20 H16 2. ALL FRAME TO TRUSS CONECTORS TO BE SIMPSON #MTS12 To TRUSS- #Tod x 1.5 N TO PLATE/STUD #tOd x 1.5 NAI' ,luM1 ; wll 12 OR 2 12 10 BETWEEN STARP AND TRUSS UPLIFT (LBS) 1245 1265 #14-10d x 1.5 NAILS MODEL # To TRUSS- #Tod x 1.5 N ,11w$l �Ivv 2) HTS20 2) CS16 12 OR 10 MAX WIND LOADS 1000# TO PLATE/STUD #lOd x 1.5 NAIL i 12 10 UPLIFT (LBS) 2490 2840 TRUSS BUCKET CONNECII(:INS gy - MODEL # HUS26 1 �� #16d NAILS GIRDER 14 tj �� #16d NAILS TRUSS R1 s R2 " UPUFT LBS) -1550 #16d NAILS GIRDS TRUER S1 S #10d X 1.5 NA S2 BS) — X>< 122-10d POST UPLIFT (LTO SLAB UNDER GIIRDER MODEL # PI- PHD5 HTT-22 PHD6 -2 2-% 16-10dID .•. SDS lx3 WOOD SCREWS V1 11C V2 14 OR 32-16d NAIL V3 18 ANCHOR A.B. [ A.B. }" A.B. ]" A.B. F'r UPLIFT (LBS) 3:75 4380 4670 5480 >•. <, .. .• . - _.. � POST TO SLAB CONNECTIONS MODEL # ABU44 — ABU66 / - _ e 5 FASTENER POST W1 12-1 fid W2 12 16d W3 W4 "...< Q FASTENER ®SLAB 4x4 2-"\" A.B. 6x6 2-\" A.B. UPLIFT 1800 2300 °° NAILING SCHEDULE FOR WALLS AND ROOF MISC. CONNECTIONS - —� MODEL # HUG'0 n — HEADER TO MASONRY X1 18) 11TEN 1'x2[" X2 UPLIFT 1505 R 0 0 F: WITHIN 4 FT OF A E E EAVES , GABLES ,RIDGES AND HIPS PRODUCT MAY USED FOR A SINGLE PLY TRUSS PROVIDED THE TRUSS IS BLOCKED TO RECEIVE THE 3 INCH NAIL 6" O.C. ON EDGES AND INTERMEDIATE SUPPORTS ON EACH PANEL SDS SCREWS AND BLOCKING IS ATTACHED TO THE TRUSS TO ACT AS A SINGLE UNIT. SEE DET. TD1 I NOTE: ALL OTHER AREAS SHALL BE NAILED 6" O.C. AT THE EDGES AND 12" O.C. AT ALL TRUSS TO TRUSS HANGERS ARE SPECIFIED & PROVIDED BY TRUSS MANUFACTURER. rl- THE: INTERIOR OF THE PANEL NAIL SHEATHING 4" O.C. INTO ALL GABLE END. TRUSS CORDS SIMPSON OR USP MSTA18 AILS AT PLATES INTRUSS RAPAND AN6-1 D/OR NOCKI /O CKIN VALLEY SET TRUSSES OR SIDEWAEES AND GABLE ENDS ALL SHEATHING SIDEWAEES AND GABLES CONVENTIONAL FRAMING ENDWALLS SHALL BE NAILED 6" O.C. AT THE EDGES ✓—ROOF DECKING EDGES AND 12" O.C. AT INTERMIDATE SUPPORT. FULL DEPTH —�— BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS NOT OCCURING N, 2x4SYPBLOCKING W/ 3-16d EACH END I I `-ROOF TRUSSES I I @ 2'-0" O.C. NAILS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE _ RING OR SPIRAL SHANK HOT DIPPED GALVANIZED VALLEY S TR A F C' E_ TAIL SPACING SHALL SCALE: 3/4"=1'-0" REDUCE FROM 12" TO 10", 6" TO 5" AND 4" TO 3" IN THOSE APPLICATIONS M FASTEN 2x #2 S.Y.P. VALLEY PLATES TO TOP CHORD OF EACH PRE-ENGINEERED TRUSS OR CONVENTIONAL FRAMING BELOW W/ (3) 16d RING SHANK NAILS & SIMPE A03 � 2 META 16 A021- 12 META 16 A01 G - 2 META 16 A02 - 2 META 16 A03 - 2 M E17A 16 A04 - 2 META 16 A05 - 2 META 16 A06 - 2 META 16 A16G - HGT-2 B07G - 2 META 16 USP MSTA18 STRAP W/ (12) 10d GALV ` RING SHANKS NAILS OR USE (4) S FASTEN CONVENTIONAL 2x #2 S.Y.P. VALLEY RAFTER FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) TO 2x VALLEY PLATES W/ (4) 16d NAILS & SIMPSON H2.5A CONNECTORS W/ (10) 8d NAILS AT EACH RAFTER TO PLATE CONNECTION. VALLEY SET FRAMING CONNECTION DETAIL SCALE: N.T.S. C 3-1-02 "Roof Nailing Pattern" Roof sheathing requires minimum 5/8" (19/32) plywood 4 3 C ,,, FBC all other, areas shall be nailed 6" O.C. at the edges and 12" O.C. at the interior of the panel nail sheathing. Roof sheathing for Standing Seam Kynar (Brown) 160 MPFI, EXF' B requires 6" on center nail ROOF PEEL IN STICK TU MAX spacing minimum. 5/8" C'DX PLYWOOD & CLIPS w o PRE-ENGINEERED TRUSSES @ 24" O.C. structural sheathing (roof and wall (Table R703.4 Ei"(e)&12"(f)); thickness, nail size and �q spacing sand zone pattern per NOTE: 2304.8.1 7th edition (2020) FBC/Residential THIS DETAIL DEPICTS A TYPICAL VALLEY CONDITION R803.2.3.1 /R703.3 AND IS NOT SPECIFIC WITH REGARD TO SIZE OF FRAMING MEMBERS, SEE TRUSS PLAN. — = 1 l8 \ 1/2 I 1/4 [ �� 3/4 3/8 , 7/J8 } � 5/8 CODES IN EFFECT: FLORIDA BUILDING CODE 2020 FLORIDA BUILDING RESIDENTIAL 2020 Fi-ORIDA PLUMBING 2020 FLORIDA MECHANICAL 2020 NATIONAL ELECTRICAL CODE 2017 N.E.C. NOTE: THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT RAISED SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF THESE PLANS WITHOUT CONSENT OF SAID ENGINEER SHALL CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. • • .......... a . � • • I F.B.C. 7 th Edition (2020) & N.E.C. 2017 PROPOSED TH1,13 WALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE Approved By: STAN LE Y' FORREST Florida Reg. No. W 14a • Dow MG R.. GNN �.. a SCALE: ASNOT %eFr- A4- Br,iidirag A Safer WIND LOADS - I ICJ RACTS FROM�tS-CE 7-16 HTION (2020) F.LiORIDABI11LDING CODE,; - IMPACT'S FROM;ASCE 7-16r NeW Risk Category.]V Wind Speed- h Edition 2 FBA CE 7-16 Figure! 2, While the 'Wind speed "ntaips;in ASCE 7-1.6 have aeen,. revised.significantly for thenonhurricane-prone reg"iort for the State of Flrarida;, theonly'sighkficartt change to the, wind speed, maps 11s 0e introductign of a now Wind zr rie Effettive Wind Area (W) Ultimate Design Wind Speed, Vw� (mph) - i50 160 Pos Neg Fos Nag 1 1' 10 1,0 0 -38.7 11.2 -44.0 1 4 20 10.0 -34.4 10.5 -391 50 10.0 -28.6 29.9 -31r 106 100 -24.3 29.9 -27.6 r 2 10 10.0 51.0 11.2 -581 2 20 10 O -45.5 10.5 -51.9 50 100 -38.1 29.9 -43.3 2 100 10.0 32.5 10.0 -37.0` 3 10 10.0 -69.6 11.2 -791 3 20 1Q 9 -58.4 10.5 -%.5 50 10,0 -43.6 10.0 -4 5 3 100 10.0 -32.5 10.0 -31 D V 1, 2e to 18.1 -34.6 20.6 -39.3 1,,2-e 20 15.6 -34.6 17.8 -393 1, 2e 0 12r3 -29.4 14.0 -335 1,20 100 1.0.0 -25.3 11.2 -29 8 2ttk r 19' 18.1 -55.2 20.6 -62,B 2b 15.6 -49A 17.8 -55 0 ri,`2f;8 50 121 -393 14.0 -447 100 10;0, -3.25 11.2 -37.0 °C r 10 18A -65.4 20.6 -745 3r 20 15.6 -55.2 17.8 -&22 3r S 12.3 -408 14.0 -464 3r 100,« 10.0 .40 8 1 11.2 1-46.4 E"xcerpt,of Table R301.2(3) in the „ h Edition (20,20) F90R 1.55 1 91 Stante- A s tatrrti 4 years. 11Vhii� fihe rnpa.ct of the new. of Risk Category v'' wind speed map varies thraughoutthe",state, grind 50eecl increases for, fti k,Citegory- IV buildings range from 2 to 6throUhoufiO#echeg. t. 64 Edifiion (2017) FBCB. FIGURE 1609.3(3) ULTIMATE DESIGN WMD;SPEEDS, l u&� FORIAISK CATEGORY IV BUILDINGS AND OTHER ST�tUCTURES t 4i 6 . o idAij Section 202 in the FBCE WIND-BORNE DEBRIS REGION. areas within hurricane- prone regions located; 1. Within 1mile (16'1 km); of the coastal mean high water line where the ultimate design wired speed, V,,,rt, is 1,30,mph (58 m/s) or greater; or Stanley n t r 21021.403.24. -laa�aa 2 5 Wind Loads on oSolar Peel (ASCE 7-16 Sections 2 ..3 and 2 A The,changes mostly result in significant increases in desin tniind pressures on roofs..cornpared to ASCE 7-10 In some cases, the roof pressures. increase by 1W or 3 ROOF NAILING PATTERN (RING SHANK NAILS ALL MASONRY TO TRUSS CONECTORS TO BE SIMPSON #META12 BETWEEN STARP AND TRUSS ROOF DIAPHRAGM NOTES 1. ROOF SHEATHING ACTS AS A HORIZONTAL DIAPHRAGM 2. GYPSUM WALLBOARD ACTS AS THE CEILING DIAPHRAGM 3. AS PER SECTION 206.3 SSTD 10--99 METAL. ROOFING GENERAL_ NOTES 1.) ALLMETAL ROOFING SHALL BE 26 GA. STEEL MIN. 2. DESIGN LOAD = 108 P.S.F. 3. ATTACH W/ (5) 2" X #12 SCREWS @ 24" O/C NOTES: 1. THIS IIS A TRUSS OR RAFTER STRAP PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALP-.ATION OF TRUSS OR RAFTER STRAPS ONLY. THE ARCHITECT'S OR ENGINEER'S SEAL DOES NOT RELIEVE THE TRUSS CO. & TRUSS DESIGNER OF THEIR RESPONSIBILITIES TO ENSURE TI-f- INTEGRITY OF THE TRUSS STRUCTURE. VERIFY THE TRUSS CO. SEALED TRUSS PLACEMENT PLAN AND SEALED PROFILES. 2. THIS DIAGRAM IS INTENDED FOR USE BY P1=RSONS KNOWLEDGEABLE IN AND FAMILIAR WITH GENERALLY ACCEPTED METHODS AND STANDARDS OF TRUSS ERECTION AND HAND FRAMING. TRUSS ERECTION AND HAND FRAMING SHOULD NOT BE ATTEMPTED BY ANY PERSON WITHOUT THESE QUALIFICATIONS. 3. TRUSS ERECTION AND BRACING RESPONSIBILITIES MUST LIE WITH THE BUILDER. IT IS THE RESPON':;IBILITY OF THE BUILDER TO VERIFY ALL DRAWINGS. 4. ANY AND ALL REPAIRS/ALTERAT'ONS TO ANY TRUSS MUST BE APPROVED AND ACCEPTED BY A REPRESENTATIVE OF THE TRUSS CO. 5. ALL TRUSS TO TRUSS HANGERS 'SHALL BE SPECIFIED & SUPPLIED BY THE TRUSS CO. UNLESS OTHERWISE NOTED ON THIS TRUSS LAYOUT BY THE SIGNING ARCHITECT. NOTE: CONNECTORS SHOWN ON THIS DETAIL ARE EXAMPLES SEE PLAN AND CONNECTOR CHART FOR ACTUAL SPECIFICATIONS TYPICAL TRUSS TO MASONRY MLL CONNECTOR DETAIL CODES IN EFFECT: FLORIDA BUILDING CODE 2020 FLORIDA BUILDING RESIDENTIAL 2020 FLORIDA PLUMBING 2020 FLORIDA MECHANICAL 2020 NATIONAL ELECTRICAL CODE 2017 N.E.C. ROOF SYSTEM 1 /8 \ - 1/2 1-1/4 - `/4 { - 3/8 ] = 7/8 } = 5/8 NOTE: THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT RAISED SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF THESE PLANS WITHOUT CONSENT OF SAID ENGINEER SHALL CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. F.B.C. 7 th Edition (2020) & N.E.C. 2017 PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE Approved By: STANLEY F'ORREST Florida Reg. No. AR 0006867 Date .w .a .- AP . GNN i �. •-� c DATE ISM oaf ELECTRCAL LAYOUT Vanity lights [ 0 0 Bathroom Vanity ztlet mounted )lash -, Duplex outletLill - N 71 4 -1CATIONS G1 Iffiffil ABOVE TUB WITHOUT SHOWER m Uj 7 3 W 0 a T.P. HOLDER � 1'-4" TUB TOWEL BAR CONFIGURATION TB02 TB03 NOT ABOVE TUB, SHOWER OR VANITY 4'-6" ABOVE VANITY 4'-10" TB04 IN A SHOWER OR OVER A TUB W/ SHOWER fdm NOT ABOVE TUB, SHOWER OR VANITY 4'-10" 3' MIRROR TYPICAL BATHROOM ACCESSORY SPECIFICATIONS SCALE = 1 /2"=1'-0" ELECTRICAL LEGEND Q — - INCANDESCENT WALL LIGHTS -DUPLEX REC. 220V O _220 VOLT JUNCTION BOX - QUADF'LEX REC. 110V O _110 VOLT JUNCTION BOX 220V (D _ 220 VOLT REC. WP GFI `�® - EXHAUST FAN - WATER PROOF REC. GFI GROUND FAULT REC. (m - SMOKE/ C2 DETECTOR 17 - W/ BATTERY BACK-UP 1/2 SW ® - 1/2 SWITCHED REC. INTERCONNECTED FFft] - FLOOR OUTLET O -A/C THERMOSTAT - SWITCH -RECESSED CAN LIGHT 3 - 3 WAY SWITCH ❑® -MINI CAN LIGHT ID - DIMMER SWITCH - L.E.D. ,UNDER - INCAND. CEILING FIX. CABINET LIGHTING - INCAND. WALL FIX. a - PHONE - TRACK LIGHTING ® - CAT5 - FLUORESCENT FIX. TU - CABLE CONNECTION - EXTERIOR FLOOD LIGHT - VAPOR PROOF RECESSED CAN LIGHT - EMERGENCY LIGHTING W/ BATTERY BACKUP IN 2 1/2" CONDUIT. 2" PVC OFFSET 220v (3) # 4/0 THHN COPPER 2" PVC WITH 200 AMP 200 AMP P(3) # 4/0 THHN ANEL COPPER TYPICAL METER #12 COPPER W/ 20 ELECTRICAL TYPICAL A/C DISC. PANEL ELECTRICAL LIGHTS & OUTLETS AMP BREAKER PANEL #14 COPPER W/ 15 AMP BREAKER (0 CIRCUITS) #12 COPPER W/ 15 AMP BREAKER W MAIN (WHEN REQ'D) DISCONNECT #4 COPPER FN. GRADE dl�ll�. T11iI6, 1111111. (UFER ) underground as required BY N.E.C. L 0 z I c A l 1- • CODES IN EFFECT: FLORIDA BUILDING CODE 2020 FLORIDA BUILDING RESIDENTIAL 2020 FL(DRIDA PLUMBING 2020 FLC)RIDA MECHANICAL 2020 NATIONAL ELECTRICAL CODE 2017 N.E.C. 16"x22" MEDICINE '-10" SOAP DISH CTRLS 13[" x 18" r.o. 6'-8)) 77 4)-6)) 4 -4 1 4' 1 LOAD SUMMARY PANEL (A) LOAD CALCULATIONS QTY. WATTS. TOTAL WATTS. TOTAL GENERAL LIGHTING LIVING 2048 SQ.F'T. 3 WATTS 6141 W. TWO SMALL APPLIANCES 2 1,500 W. 3,000 W. RANGE 1 3200 W. 3200 W. HOOD 1 1,100 W. 1,100 W. REFRIGERATOR 1 W. 1,200 W. DISH WASHER 1 _1,200 1,200 W. 1,200 W. DISPOSAL 1 1,000 W. 1,000 W. (CLOTHES) WASHER 1 1,200 W. 1,200 W. (CLOTHES) DRYER 1 5,000 W. 5,000 W. WATER HEATER TDB GAS 1 4,500 W. 4,500 W. WATER PUMP 1 1800 W. 1800 W. WELL PUMP 1 1800 W. 1800 W. GARAGE DOOR 1 810 W. 810 W. TOTAL WATTS _ 30,745 W. FIRST 10,000 WATTS 100% 1 10,000 W. 10,000 W. REMAINDER 40% 1 0 13075 W. ELECTRIC HEAT OR A/C10,000 65% 1 6500 W. 6500 W. WATTS 29,575 W. VOLTAGE 240 W. CALCULATED WATTAGE DIVIDED BY VOLTAGE = TOTAL AMPS 123 W. USE SERVICE OF 200 AMPS NOTES: 11. SMOKE DETECTORS CARBON MONOXIDE COMBO SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALT_ BE WITHIN 1'-0" TO T-O" OF PEAK, AND (SHALL BE 3'-0" MIN FROM ANY SUPPLY OR RETURN AIR STREAM, AND EQUIPPED WITH A BATTERY BACK-UP. 2. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE: NATIONAL ELEC. CODE 2005, LOCAL CODES, AND THE: LOCAL POWER CO. 3. INSTALLATION OF WIRING IN ANY EXPOSED AREA WILL BE IN APPROVED CONDUIT OR USE MC CABLE. 4. ALL OUTLETS IN SLEEPING ROOMS SHALL BE: ARC FAULT. _= 1/8\-1/2I-1/4[=:Y4{=3/8]=7/81=5/8 NOTE: THESE PLANS ARE NOT VALID FOR PERMITTING; WITHOUT RAISED SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF THESE PLANS WITHOUT CONSENT OF SAID ENGINEER SHALL CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. F.B.C. 7 th Edition (2020) & N.E.C. 2017 PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE Approved By, STAN LEY I=ORREST Flodda Reg. No. • • i • • • s dh 31� 0 (1 #5 Top and Bat.) PRECAST 8-16SL L 4 E 3'-0"01 (1 #5 Top and Bot. ) 8-16SL O PRECAST L-3 E COND UNIT-1 MOUNTED © INSTA-HEAT (1 #5 Top and Bat.) PRECAST 8-16SL L-7 E 5'-4" (1 #5 Top and Bot. )' PRECAST L-14 E 8-16SL 4 cV 0 PFrECAST L-4 E 10'-4';,F� FINK STORAGE II/ ABOVE JO IPTTI C1 /KC/01/ L0 E Recess trusses 24" for HVAC equipment 0 PRECAST (1 #5 Top and Bot. ) 8-16SL L-4 E 3'-0"01 0 R/A 12X12" (1 #5 Top a Bot. ) D PRECAS o L- E 98 C.F.M;, N —1 FCI 12 8 x7 56 C.F.M. 10"x6"x6" 5'-4" R/A © PRECAST 24 X30" I 0 L-7 E (1 #5 Top and Bot. =P===_ 8-16SL �— 9 C.F.M r.; 105 C.F.M. 10"x6"x6 12%8"0" 1 R/A 0 , 2X12" _ 2 X 6 WE.) 1 Op PRECAST i L-4 E i i (1 #5 Top and Bot. ) 8-16SL I PRECAST � O PRECAST 1 O L-8 E L-18 (P.S.) E I I (1 #5 Top and Bot.) O 1 (1 #5 Top and Bot. ) 8-16SL 8-16SL i L-6 (D PRECAST)'? E� (1 #5 Top and Bot. ) 8-16SL O PRECAST L-13 E (1 #5 Top and Bot. ) 8-16SL DUCT SYSTEM: A. All duct work shall be properly sealed using mastic at all connections. Ducts shall be leak tested to 1.5 times the maximum design pressure in accordance with nationally accepted practices. Mea: used leakage shall not exceed The maximum design pressure in accordance with nationally accepted practices. Measured leakage shall not exceed 5 percent of design flow. Results of such testing shall be a part of the documentation procedure. Ducts shall be supported directly from fire -resistance -rated structural elements of the building by substantial, noncombustible supports. W O O O w PRECAST C� Q L-18 (P.S.) E o 8-16SL Zo =5- 00 j. t N — d. 00 00 e.. •. •. e- �:. 8-8UL 8-8SL 8-12SL 8-16SL 8-20SL 8-24SL 8-28SL 8-32SL A A B C D E F G ,j (1 #5 Top and Bot. ) OD 8-16SL PRECAST ® PRECAST (1 #5 Top and Bot. Q ) (1 #5 Top and Bot.) 8-16 S L L-4 E JO PRECAST 8-16SL L-16 (P.S.) E Q L-9 E m Le . .---'............................... ------------- •' I �. I ._.._.._.._.._.._.. N o 0 0 ._.._.._.._.._.._ ..+. Op (1 #5 Top and Bot. ;► i REFG. PRECAST 8-16SL 1 I I (1 #5 Top and Bot.) I O ILL-4 E 8 —16 S L I a� PRECAST I OW ry w OE O O PRECAST \m PRECAST I L-9 E 6• / G I • 00 '-0" L'5 E 4'-0" L-5 E 1 (1 #5 Top and Bot. ) co 8-1 E> S L I N3Ap 32. C.F.M..; 8"x4"x5„ 1 l 161 C.F.M. 56 C.F.M. 10"x10"x8" I 10%6"x6" I '10'-0" FLAT C G. I _ I i �- - - - - - --.-'-'-'.-.-'-.-.-'-'-.. -'--.-'-.-'-'- ... 145 C.F.M. 5 C. F. M. 100 C. r . i . LPRECAST 1Ox10"x8" 10x %8" " " 10x10 x7 Q L-2 E (1 #5 To P and Bot.) 8-16SL_ R/A / 14"x14" 145 C.F.M. 10x10"x8" O PRECAST 22'-0" L-22 (P.S.) E (1 #5 Top and Bot. ) 8-16SL 21'-4" o EE L-22 (P.S.) E o 8 �Top and e 1 ti5L GEC DUCT � L/\YO'� & PRECAST LINTEL PLAN SCA 158 C.F.M. 12"x8"x8" R/A 14"x14" OH PRECAST L-8 E (1 #5 Top and Bot. ) 8-16SL 35 C.F.M. 8"x4"x5" FRAME HEADER SCHEDULE: HDR-1 (2) 2x12 #2 S.Y.P. W/ 1/2" FLITCH PLATE MIN. 2 ROWS 16d GALV. NAILS AT 6" O.C. (2) 1 7/8" x 11 1/2" LVL (TOP @ 8'-1" A.F.F.) MIN. 2 ROWS 16d GALV. NAILS AT 12" O.C. FILLED LINTEL BLOCK W/ (1) #5N ROD CONT. HORIZ. W/ 25" SPLICE MIN. @ 2" FROM TOP FILLED PRECAST LINTEL W/ (1) #5N ROD CONT. HORIZ. @ BOTTOM OF CAVITY -� M Total Allowable Superimposed Load - Pounds Per Linear Foot Mark 1 Clear Span 1 • Size , Filled A Filled B 1 1 1 It 1♦ 1 1 1 MEMO 1 1 NMI '1 1 Note: (P.S.) represent precast lintels prestressed usirg 1 Diameter Prestressing 5R❑UT KNOCK OUT BLOCK 5 FIELD EBAR " ACTUAL - 8" NOMINAL LINTEL and RE('ESS DOOR HEADER DESIGNATION 8_20 S L_X 37 C.F.M. Field Rebargty. and size 8"0%5" at top &bottom Nominal Width ( 0 = 1 #5 Top, 0 bars Bot. ) ( 5 = 1 #5 Top and Bot. ) Nominal Depth ( 25 = 2 #5 Top and Bot. ) S=Solid grout filled, U=Unfilled L=Lintel, R= Recess Door Header NOTCH EACH END 8" U-LINTEL_ 1 13/16' 4' 1 13/16' _ 'A' STEEL AS SCHEDULED v N 'E' STEEL Q AS SCHEDULED v . d 4 ' M Q. N j 4 Q v ' Q c n N W v .4 v 5 1/2' LONG NOTCH EACH END 8" RE'=S DOOR HEADER FORM AND POUR 8 "x 16 " GONGRETE TIE BEAM W/ (1) #5 TOP AND SOTTO GONTINUOUS W/ 24" LAP STOP OF TIE BEAM MINIMUM VARIES - SEE ROOF/GEILINCc PLA. r. }c - W ;`y t '. '.4.: L.1—.0 /1TOP OF OPENIrICC VARIES - SEE ROOF/CEILING PLAN •.• °.t=���'�•�' ��_���' . .. ..1 ... � i I ,, I . PRECAST L I NTEI_ .� I I �l I� O Y � i� DOOR W/ (1) #5 REBAR. CONTINUOUS SOLID FILLED �:::r• ','. �°��. : � OPENi I NG . LINTEL D E T A I L SCALE: N.T.S. CODES IN EFFECT: FL ORIDA BUILDING CODE 2020 F1 ORIDA BUILDING RESIDENTIAL 2020 FLORIDA PLUMBING 2020 FLORIDA MECHANICAL 2020 N/\TIONAL ELECTRICAL CODE 2017 N.E.C. _= 1/8\-1/21-1/4[=3/4{=3/8]=7/8}=8/8 NOTE: THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT RAISED SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF THESE PLANS WITHOUT CONSENT OF SAID ENGINEER SHALL CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. i • F.B.C. 7 th Edition (2020) & N.E.C. 2017 PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE Approved By: STANLEY FORREST Florida Reg. No. Di w ' Dom 1 .Y n> 1 .- �s• •� • r c- SCALE: AST SST - FILE COPY DnnE- TYPICAL VAL N.T.S. RAFTER CRICKET AND FLASHING DETAIL N.T.S. OPTIONAL: LEAD BOOT FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT VENT STACK. SEE PLUMBING FOR SIZE & LOCATIONS FLEXIBLE BOOT FLASHING WITH INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT INSTALL FLANGE OVER SHINGLE AT BASE ,L TU MAX )D — INSTALL SHINGLES OVER FLANGE AT HEAD — SHINGLE ROOFING OVER 15# FELT OVER 7/16" OSB OR 15/32" CDX PLYWOOD NOTES: 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF —ADHERING FLASHING OVER FLANGE AT HEAD ONLY ROOF PENETRATION FLASHING DETAIL SCALE: N.T.S. 2017 FBC RESIDENTAL SECTION R703,4 FLASHIN /ALL SHEATHING �TUCCO/CV FINISH ASSEMBLY W/ 15# FLET OVER ,PPROVED HOUSEWRAP (WRB) AP FELT AND HOUSEWRAP OVER VINYL- STUCCO STOP/WEEP XTEND 15# FELT ROOFING FELT IP WALL 12" MIN. ix5 METAL FLASHING OVER ROOFING FELT (NAIL '0 ROOF DECK NOT WALL SHEATHING) ;AP SHINGLE — DO NOT NAIL INSTALL WITH 'OOF CEMENT G11� ;HINGLE ROOFING WALL FLASHING DETAIL SCALE: N.T.S. ROOFING MATERIAL OVER 15# FELT OVER 7/16" OSB OR 15/32" CDX PLYWOOD OVER PRE—ENG WOOD TRUSSES VALLEY FLASHING METAL IS TO BE GALVANIZED STEEL —26 g. NAILED @ 6" O.C. MAX. 36" WIDE SELF —ADHERING ROOFING UNDERLAYMENT CENTERED VALLEY (GRACE ICE AND WATER SHIELD OR EQUAL) DIRECTLY OVER ROOF SHEATHING OVER PRE—ENGINEERED WOOD TRUSSES. VALLEY FLASHING DETAIL SCALE: N.T.S. STUCCO/CV FINISH ASSEMBLY ti ;b, LAP BARRIERS OVER NAILING FLANGE .::;.`'... VINYL DRIP/WEEP SCREED 5x5 METAL FLASHING 2" KICK —OUT FLASHING (SEE DETAIL) MIN EXTEND KICK —OUT 2" BEYOND FASCIA I0. Ae PEEL IN STICK SOPRE 5 V CRIMP METAL ROOF MTL DRIP EDGE FASCIA NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF AND WALL INTERSECTIONS WALL/KICKOUT FLASHING DETAIL SCALE: N.T.S. TIE --IN WITH WEATHER RESISTIVE BARRIER: 1, INTEGRATE INSTALLATI❑N OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2, SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATI❑N 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING IN.T.S. FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 NOTES: WALL SHEATHING 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE N.T.S. TER HT SEAL WALL PER PLAN 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES RUN KICKFLASHING 6" R00�II R PLAN: PAST E EDGE OF ROOF O EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER L(FOR TE AIL. ❑NS) �V °S CORNER PATCH (2) FLASHING NOTES; 1, FLASHING TO BE FL.EXI;BLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2, INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3, MECHANICALLY FASTEN AS NECESSARY STRUCTURAL SUPPORT SHEATHING WEATHER RESISTIVE BARRIER HEAD FLASHING WITH UPTURN LEG BETWEEN BARRIER MEMBRANE AND WEATHER RESISTIVE BARRIER SELF —ADHERED FLASHING gEMBRANE WRAPPED ONTO ROUGH OPENING JAMB SELF —ADHERED FLASHING uEMBRANE WRAPPED ONTO ROUGH OPENING JAMB EXTERIOR DOOR, WINDOW, AND HORZ. TRIM HEAD FLASHING DETAIL SCALE: N.T.S. TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. PLAN VIEW CODES IN EFFECT: FLORIDA BUILDING CODE 2020 FLORIDA BUILDING RESIDENTIAL 2020 FLORIDA PLUMBING 2020 FLORIDA MECHANICAL 2020 NATIONAL ELECTRICAL CODE 2017 N.E.C. NOTE: THESE PLANS ARE NOT VALID FOR PERMITTING WITHOUT RAISED SEAL AND SIGNATURE OF THE ENGINEER OF RECORD. ANY ALTERATION OR USE OF THESE PLANS; WITHOUT CONSENT OF SAID ENGINEER SHALL CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. F.B.C. 7 th Edition (2020) & N.E.C. 2017 PROPOSED THISWALL SECTION IS DESIGNED TO MEET OR EXCEED 170 M.P.H. 3 SI___COND GUST WIND LOAD REQUIREMENTS OF THE Approved By: STANLEYFORREST Florida Reg. No.