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Home My WebLink AboutBuilding PlansHomes By Abufton AM ya ROUND SNOOD WIND DESIGN LOAD SPEED TOPOGRAGHIv I.P.H. EEEEOTS N A SEE FIGURE R301 .2{4} NOTES E IFI AT , Seismic SUBJECT TO DAMAGE FROOM WINTER � � _ IN ► ER DESIGN ��- BARRIER FLOOD DESIGN CAT GORY Weathering r � line rl�llt TEMP UNDERLAY ENT HAZARDS ept REQUIRED N r�A negligible N/A VERY HEAVY N A ABBREVIATIONS: GENERAL NOTES: 1, DO NOT SCALE THESE DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK ALL DIMENSIONS AND VERIFY THE BUILDING, CONS FRUCTION LAYOUT PRIOR TO COMMENCING CONSTRUCTION. 2. FOR ARCHITECTURAL REFERENCE, ELEVATIONS SHOWN HEREAFTER ARE BASED ON ELEVATION Y-0" AT BUILDING FIRST FLOOR FINISH FLOOR SLAB. 1 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. s, CONTRACTOR SHALL DIRECT ANY DISCREPANCIES TO DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION AND CONTRACTOR SHALL BE RESPONSIBLE F=OR OVORK WHICH PROCEEDS WITHOUT DUE COURSE AND COORDINATION, 1. DRYER VENT SHALL NOT EXCEED 25-0 2. A/C UNITS SHALL HAVE A MIN. OF 4" CLEARANCE ON ALL SIDES. PLUMBING NOI E S- WA'i ER HEATER T&P RELIEF VALVE TO BE FULL SIZE. TO EXTERIOR. 7. 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: `. 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, 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. 3, 5 V CRIMP ROOF SHALL HAVE SELF -SEAL STRIPS AND CONFORM TO ASTM D225 OR D3462, FASTEN WITH GALVANIZED ROOFING NAILS 1 114" LONG WITH MINIMUM OF FOUR (4) FASTENERS PER STRIP SHINGLE. ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH ASTM D3161 OR M-DC RA 107-96 FOR THE APPLICABLE WIND ZONE. 4. 5 V CRIMP METAL ROOF I.JNDERLAYMENT SHALL CONFORM WITH ASTM D226, TYPE 1. GENERAL STRUCTURAL NOTES: 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 RFOUIRED 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 FI_ SEVVHERE 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. 47 BAR AT 35" MIN. OTHER: #3 TIES AT 15" MIN. W.W.F. AT 15" MIN. AIR FREEZING INDEX NSA DEAN ANNUAL TEMP. 13. STRUCTURAL STEEL 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 KD 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). 16. ALL LVL MEMBERS SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 2,750 P.S.I. 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 OTHER 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 TRANSFER THRU BOND BEAMS TO INTERIOR SEGMENTS, FIELD REPAIR NOTES: I. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 STRAP OR (1) USP MTV116 STRAP W/ (4) 1/4" DIA, x 2 1/4" LONG TAPCONS (STAGGERED) TO BOND BEAM BLOCK AND 7-10dx1.5" 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 112" 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 "HILTI"° STUD EXPANSION ANCHOR BOLTS FOLLOWING ALL MANUFACTURER'S INSTALLATION PROCEDURES, 3, MISSED DOWN RODS MAY BE SUBSTITUTED WITH #5 RLBAR 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. M ii HomePlaf 0', com A.B. ANCHOR SOLT 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 AMP ALUMINUM AMPERE FBC FLORIDA BUILDING CODE APA THE ENGINEERED WOOD ASSOCIATION FIN FINISH ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS FIX FIXTURE A.T.R. ALL THREADED ROD F.G. FIXED GLASS FLR FLOOR B BOTTOM FOUND. FOUNDATION BLK. BLOCK FTG. FOOTING BOT. BRG BOTTOM BEARING GA GYPSUM ASSOCIATION GAL. GALLON C&C COMPONENTS AND CLADDING GALV. GALVANIZED CANT CANTILEVER G.B. GLASS BLOCK CIR CIRCLE GDR GIRDER CLG CEILING OR 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 COND CONDENSER HB HOSE BIB CONT. CONTINUOUS HDR HEADER CPT CARPET HOT HEIGHT HOP, HORIZONTAL d PENNY HT HEIGHT DBL. DOUBLE HVAC HEATING, VENTILATING DECOR DECORATIVE AND AIR CONDITIONING DET, DH DETAIL DOUBLE HUNG INCAND, INCANDESCENT DIA, DIAMETER INSUL. INSULATION DISC, DISCONNECT KD 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 LUI'b1BER FLOOR PLAN, E`_.Er�TRir L PLA, , - 5 DIA. ROD IN FILLED CELL 9 DUPLEX REC. - 2x4 FRAME WALL 220V (p 220 VOLT REC. - 8" C.M.U. WALL W GF19 WATER PROOF REC. Get qp GROUND FAULT REC. - INTERIOR BEARING WALL \Sv+ 1 /2 SWITCHED REC. DENOTES 8'-1" PLT. HEIGHT SWITCH - DENOTES 8'--8" PLT. HEIGHT 3 WAt' SWITCH $- INCAND. CEILING FIX. - DENOTES 9'-0" PLT. HEIGHT s'°O INCAND. WALL FIX, -- DENOTES 10'-0" PLT. HEIGHT TRACK LIGHTING FLUORESCENT FIX. - DENOTES OTHER PLT. HEIGHT SEE ELEV. & FLOOR PLAN EXTERIOR FLOOD LIGHT FOR PLT, HEIGHT UZZOMM - INTERIOR 2x4 WALL W/ HEIGHT CEILING FAN PREWIRE NOTED ON FLOOR PLAN - PLANT SHELF 0 8'--4" 220VO 110V J 220 VOLT JUNCTION BOX , 110 VOLT JUNCTION BOX (UNLES5 OTHERWISE NOTED) EXHAUST FAN VINYL - CARPET TO VINYL TRANSITION SMOKE DETECTOR W/ BATTERY BACK-UP SA DENOTES DETAIL REF. NO, PHONE REFER TO DETAIL SHEET CABLE CONNECTION RECESSED CAN LIGHT E - DENOTES INTERIOR ELEVATION REF, REFER TO ELEVATION SHEET VAPOR PROOF RECESSED CAN LIGHT PR,_ E AsT - PRECAST COMPOSITE LINTEL EMERGENCY LIGHTING Wj L- (C) - PRECAST LINTEL REF. BATTERY BACKUP SHEET 71 - PRECAST LINTEL SHEET NO. �iLY) - PRECAST LINTEL ONLY FRAME HEADER M. MASTER MANUR MANUFACTURER MAX. MAXIMUM MC MEDICINE CABINET MIN. MINIMUM MIRK MIRROR M.J. MECHANICAL JOINT MONO. MONOLITHIC M.P.H. MILES PER 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.0 . ON CENTER 3,.I f.D. OVERHEAD DOOR OSD 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 I,INDATION �PLO?MBING PAN fD - #5 DIA. ROD IN FILLED CELL - INTERIOR BEARING WALL ®.-....®�....�. - PVC CONDUIT - FOOTING 12A - DENOTES DETAIL REF. NO. REFER TO DETAIL SHEET 0 - WATER CLOSET - LAVATORY o - KITCHEN SINK - LAUNDRY TUB BATH TUB & SHOWER 0- ROMAN BATH - SHOWER - WASHING MACHINE - WATER HEATER RFO'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 TYR TYPICAL UL UNDERWRITERS LABORATORIES, INC, U.N.D. 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 VVP WATER PROOF W.W.F. WELDED WIRE FRAME TRUSS FRAMING PLAN-. _ - TRUSS OR GIRDER - FLOOR JOIST -- CONVENTIONAL FRAMING -- FRAME HEADER OR BEAM -- PRECAST LINTEL - CONNECTER REF. NO. REFER TO CONNECTOR SCHEDULE OA - WINDOW OR DOOR PRESSURE REF. REFER TO SCHEDULE The S Of this plan is hinrinhw fhn cnIn numinrchin WIND LOAD INFORMATION HIS BUILDING'' H AS BEL:N DESIIGNEC3 AS AN ENCLOSED STRUCTURE IN ACCORDANCE WITH THE 7TH EDITION FLORIDA BUILDING CODE-FLORIDA 1- WIND SPEED 170 M.P.H. ULTIMATE 2- WIND IMPORTANCE FACTOR -1 3- BUILDING CATEGORY-11 4- WIND EXPOSURE - C 5- INTERNAL PRESSURE COEFFICIENT - + .18 - 6- COPONENT AND CLADDING DESIGN WIND PRESSURE SEE TABLE .1 7- THIS RESIDENCE AND OCCURS VVITHIN 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) F0/Residential 107.2.1. 71thl Edition (2020 FEC.") ASCE 7-16 Note: Design Criteria ( Florida Statute 51G15-31.002) 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 RFAR 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: J vv'IdJDOV`JS-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) 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 108 OR TAS202. FBCR 2010 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +31.0 PSF/ -35.1 PSF DRAMING INDEX - COVER SHEET ELEVATIONS ...................................... A I FLOOR PLAN .................................. A2.1 LLO(JR PLAN DETAIL, NOTES ........... A2.2 FOUNDATION/PLUMB,I,NG PLAN ............ Al TRUSS LAYOUT & ROOF PLAN............ A4.1 TRUSS & ROOF NOTES PLAN...,........ A4.2 ELECTRICAL LAYOUT .... ................ ...... _ A5 PRECAST LINTEL/A-C DUCT LAYOUT . A6 FLASHING DETAILS SHEET,.,,.... D1 I f, I S SQ. FT. CAL011-flLATION LI V1 N G z_ 6 iz REAR COV PORCH 800 ERON T CU PORCH 137 c 0 GARAGE 565g TOTAL AREA UNDER POOE t 4174 NEW GARAGE RRFEZEWAY 900. �nRn IUTAL ARFA DESIGN LIVE AND DEAD LOADS: FLOOR: 40 PSF LIVE, 10 PSF DEAD STAIRS: 40 PSF LIVE, 10 PSF DEAD ROOFS PER TRUSS MANUFACTURER OR 30 PSF LIVE, 15 PSF DEAD (SHINGLE) 55 PSF LIVE, 25 PSF DEAD (TILE) DESIGN CRITERIA (FBC, SECTION 1606.2): WIND LOADS: ROOF 20 PSF (30 PSF AT OVERHANGS) WALLS 22 PSF WIND SPEED: 170 M.P.H. ULTIMATE (108 M.P.H. FASTEST MILE) SNOW: N/A SEISMIC: N/A APPLICABLE INTERNAL PRESSURE COEFFICIENT: 0.18 WIND EXPOSURE: C (ENCLOSED) WIND IMPORTANCE FACTOR: 1.0 TYPE OF CONSTRUCTION: VI, UNPROTECTED BUILDING DATA: SINGLE FAMILY RESIDENTIAL DWELLING: HEIGHT OF BUILDING: 29'-9" +OR - A.F.F. BUILDING HEIGHT MEAN BUILDING HEIGHT 21'-6" +OR - "@ GROUND FINISH w c z REVIEWED FORR :..,,ODE COMPLIANCE ST . L11-11CIE COUNTY socc $ - 11- 23 STANLEY FORREST Florida Reg. No. AR 0006867 Ir 11 F „rT- r$ Date a OIL 0)-OP FINISH FLOt FINISH GRADE PF A P Fi F-\/ATinNI \/I F W DP // C!? T +76.5 -67.5 w $1 +67.5 -67.5 Q = MOUNTED gas tankless heater A/G z IR $ FINISH GRADE RIGHT SIDE ELEVATION VIEW. . Stucco thickness shall be 3/4" applied to masonry in threE SMOOTH STUCCO BANDS 11, 0'-0" FINISH I 2X4 P.T. NAILER @ PERIMTER BLOCK ALUM. DRIP 1 X2 P.T. 2X4 P.T. NAILER @ PERIMTER BLOCK 2X5 SUB FASCIA 1X8 JAMES HARDI JAMES HARDI VENTED BOARD SQUARE CUT — INTERMEDIATE BRACEING 3/4" PLYWOOD ATTACHED RING SHANK NAILS AT 6" FIELD AND 4" PERIMETER WITH HARDI PLANK FINISH OVER 30 LB FELT 10'-0" plate hieght 5'-0' LEVEL RETURN i 1-4u ON TRUSSES HOLD BACK 1 3/4 OVER HANG 2X4 BLOCKING (TYPICAL) BRACKET STYLE - A, SIZE-10.5 A = 10" D = 1 1/4" B = 10 1/4" E = 1" C=4" F=1" IN 4 � m�w -o it ,II ( GALV FLASHING TYP, SMOOTH MASONRY F BAND 10'-0* Flat CLG. CUE' El wn-nnni 5 V CRIMP METAL ROOF PEEL IN STICK TU MAX 5/8" CDX PLYWOOD & CLIPS PRE-ENGINEERED TRUSSES pia 24" O.G. O 2X4 BLOCKING 12" O.C. GALV FLASHING TYP. 2X4 BLOCKING (TYPICAL) (2) 10d GUN NAILS (TYP) (4) 10d GUN NAILS (TYP) EA, CONNECTION SEE ELEVATION FOR SPACING N) VF # DPI +76.5 -67.5 +76.5 -67.5 0 re w 0 z +33 -34 'LOOK 8 Ll__PyM FINISH GRADE FINISH GRADE HARDY PLANK SIDING James Hardi Siding James Hardi Siding SCALE = 1 /4"=1'—O" ELEVATIONS � SHEET ELEVATION ®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 ARCHITECT STANLEYFORREST Florida Reg. No. AR 0006867 5000 AVE. OF THE STARS KISSIMMEE , FL 34746 (407-997-8000 EXT. 5153 Commercial & F2esidentail Construction www.InfinitvHomePlans.com SMOOTH STUCCO LEFT SIDE ELEVATION VIEW SCALE = 1/4°=1'-0" Stucco thickness shall be 3/4" 5 V CRIMP METAL ROOF PEEL IN STICK TU MAX 5/8" COX PLYWOOD & CLIPS PRE-ENGINEERED TRUSSES @ 24" O.C. cs, ALUM. DRIP — 1 X2 P.T. 2X6 SUB FASCI 1X8 JAMES HARDI STUCCO SMOOTH SOFFIT OVER HIGH RIB LATH FBC R703,7.1/ ASTM c1063 NON VENTED SOFFITS STUCCO CLOSED Jose &Lisa Vides Residence Lot 2 Johnson Road Ft. Pierce , Florida applied to masonry in three coats. R-20 SPRAY FOAM INSULATION UNDER SIDE OF ROOF 2X4 P.T. NAILER @ PERIMTER BLOCK '-4�� LEVEL RETURN HAN ON TRUSSES HOLD BACK 1 3/4 OVERHANG SCALE: 1/4"=1'-0" low S�• Homes By Aburton HOMES BY AB UR TON 850 NW Federal Hwy Suite 226 Stuart F134994 License WCGC 1520713 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—'/4[=3/ {=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: STANLEY FORREST Florida Reg. No. AR 0006867 Date FLOOR -PLAN i DETAILS SHE ET ELEVATION OThe 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 8q'-4° ARCHITECT STANLEY FORREST Florida Reg. No. AR 0006867 5000 AVE. OF THE STARS KISSIMMEE , FL 34746 (407-997-8000 EXT. 5153 Commercial & Residentail Construction www.InflnitvHomePlans.com Jose &Lisa Vides Residence Lot 2 Johnson Road Ft. Pierce , Florida 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: WINDOWS-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) EXTERIOR DOORS MUST BE MEET OR EXCEED MIN REQ. OF +33.7 PSF/ -36J PSF OGARAGE 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 "Standard Marble window sills" WINDOW SCHEDULE SINGLE HUNG BLOCK WINDOWS ALL IMPACT GLASS CALLOUT SINGLE CODE SINGLE R.O. CALLOUT DOUBLE CODE DOUBLE R.O. INGRESS EGRESS SH-12 C-12 19 7 8 x26 SH-13 C-13 19 7 8 x38 3/8" SH-14 C-14 19 7 8 x50 5 8 SH-15 C-15 19 7/8" x 63 SH-16 C-16 19 7/8" x 72 SH-1/2 32 C-1 2 32 27 1/4" x 26 SH-1 2 33 C-1, 2 33127 1 4 x38 3 8 SH-1/2 34 C-1 2 34127 1 4 x50 5 8 SH-1/2 35 C-1 2 35 27 1 4 x 63 SH-1/2 36 C-1 2 36 27 1 4" x 72 SH-22 C-22 37 7 8 x 26 DBL SH-22 CD-22 74 3 4 x 26 SH-23 C-23 37 7 8 x38 3/8" DBL SH-23 CD-23 74 3 4 x 38 3/8' SH-24 C-24 37 7 8 x5O 5 8 DBL SH-24 CD-24 74 3 4 x 50 5 8 SH-25 C-25 37 7 8 x 63 DBL SH-25 CD-25 74 3/4" x 63 SH-26 C-26 37 7 8"x 72 DBL SH-26 CD-26 74 3 4"x 72 SH-32 C-32 53 7 8 x 26 DBL SH-32 CD-32 107 x 26 SH-33 C-33 53 7 8 x38 3 8 DBL SH-33 CD-33 107 x 38 3 8 SH-34 C-34 53 7 8 x50 5 8 DBL SH-34 CD-34 107 x 50 5 8 SH-35 C-35 53 7 8 x 63 1DBL SH-35 I CD-35 1107 x 63 SH-36 C-36 53 7 $ x 72 JDBL SH-36 I CD-36 1107 x 72 _-- 1/8\-1/ 1/ [=3/4{-3/8]=7/81=5/8 WINDOW SCHEDULE MAR TYPE SIZE ROUGH OPENING QTY A FIXED GLASS temp. V-6" x 24" f.g. R.O. 18 3/4" x 25 7/8" 03 B FIXED GLASS temp. 48" x 24" Q. R.O. 49 3/4" x 25 7/8" 02 SINGLE HUNG 2 SH 26 R.O. 27 1/4" x 72" 3/4" 02 D FIXED GLASS temp. transom 60" x 24" R.O. 61 3/4" x 25 3/4" 01 E SINGLE HUNG SH 2 13 R.Q. 19 7/8" x 38 3/8" 01 F SINGLE HUNG TSH26 R.O. 110 3/4"x 72" 3/4" 02 G SINGLE HUNG DBL SH 26 R.O. 74 3/4" x 72" 3/4" 03 LEGEND ■ - #5 - ROD IN FILLED CELL O - 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 - DENOTES 9'-0" PLT. HEIGHT c - DENOTES 10'-0" PLT. HEIGHT DENOTES 10'-8" PLT. HEIGHT - DENOTES 1 V-4" PLT. HEIGHT - DENOTES 13'-0" PLT. HEIGHT - DENOTES OTHER PLT. HT. SEE ELEV. & FLOOR PLAN FOR PLT. HT. - INTERIOR 2x4 WALL W/ HEIGHT NOTED ON FLOOR PLAN ® - PLANT SHELF @ 8.4" (UNLESS OTHERWISE NOTED) ,6A& DENOTES DETAIL REF. NUMBER & SHEET NUMBER FOR DETAIL A LOCATION DENOTES INTERIOR ELEVATION REF. 0 & SHEET NUMBER FOR ELEVATION PRECasr LOCATION L,4 (c) PRECAST LINTEL REF. i iDR-1 WOOD HEADER REF. --M - FLOORING TRANSITION 1. ALL INTERIOR WALLS ARE 2" X 4" CONSTRUCTION 24" O.G. 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. CPTVINYL - 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 BY WINDOW CONTRACTOR PRIOR TO CONSTRUCTION. 3. PROVIDE BACKING FOR KITCHEN CABINETS ( SEE BUILDER FOR LOCATION) FRAME HEADER SCHEDULE: HDR-t (2) 2x12 #2 S.Y.P. W/ 1/2" FLITCH PLATE MIN. 2 ROWS 16d GALV, NAILS AT 6" O,C. Lk_t (2) 1 7/8" x 11 1/2" LVL (TOP @ 8'-1" A.F.F.) MIN. 2 ROWS 16d GALA. NALS AT 12" O.C. DOOR SCHEDULE EXTERIOR DOOR UNITS EXTERIOR 68 DOOR BLOCK OPENING W 1 x 4 BUCK EXTERIOR 80 DOOR BLOCK OPENING W 1 x 4 BUCK 2868 351 2'x8t 3 8' 2880 35 1 2 x97 3 8 3068 39 1 2 x81 3/8 3080 39 1 2 x97 3 506864 1 2 x81 3 8 5080 64 1 2 x97 3 8 6 68 6 1 2 x 1 3 6080 76 1 2 x 7 3 HEIGHT ROUGH OPENINGS BASED ON USING A PRE -CAST SILL MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4" PER JAMB AND 1/4" AT WINDOW HEAD. (ROUGH OPENING EXAMPLE- SH-25- 36 112" 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 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. FBG R310 EMERGENCY ESCAPE & RESCUE OPENINGS 5 V CRIMP METAL ROOF PEEL IN STICK TU MAX 5/8" CDX PLYWOOD & CLIPS PRE-ENGINEERED TRUSSES @ 24" O.C. ALUM. DRI 1X2 P.T. 2X6 SUB FASCIA 1 X8 JAMES HARDI STUCCO SMOOTH SOFFIT OVER HIGH RIB LATH FBC R703.7.1 / ASTM c1063 NON VENTED SOFFITS STUCCO CLOSED s„ R-20 SPRAY FOAM INSULATION UNDER SIDE OF ROOF r- 2X4 P.T. NAILER @ PERIMTER BLOCK LEVEL RETURN 00, HAN ON TRUSSES HOLD BACK 1 3/4 OVERHANG DETAIL SCALE: 1 /4"=1'-0" DOOR SCHEDULE MARK TYPE SIZE ROUGH OPENING CITY FRONT ENTRY 01 3080 S.C. DR. 39 1 /2"x 97 3/8" 1 Smooth Star THERMATRU 193 3/4" x 97 3/8 02 SLIDING DOORS IMPACT Pocket sliding door 16' x 8' 1 8900 CWS �� impact INSULATED LOW E 03 Smooth Star 2880 dr. 35 1 /2'°x 97 3/8" 2 TH E RM ATRU safety glass in all hazardous locations per 7th edition (2020) FBC/Residential R308.4 7th ed (2020) FBC/Building 2406 Homes By Aburton HOMES BY ABURTON 850 NW Federal Hwy Suite 226 Stuart F134994 License WCGC 1520713 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\-1/21-'/4[=3/{ = 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.G. 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 mm MG cmo SF DRAW MG Ewa SF DATE OF SCALE- ASN Tip AX 2.1 TYPICAL TAPCON LOCATIONS MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE ii DO NOT FLASH HEAD FLASHING TIE-IN OVER BOTTOM INSTRUCTIONS: NAILING FLANGE 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 11,10-rAl i A-TInNI 14 SILL PLATE 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ® INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS A /+ FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE INSTALL FF BARRIER TO FORM WATER SHEDDING LAPS BARRIER DA-d OVER HEAD FLASHING AND SEAL WITH TAPE V V Rim U TYPICAL "/1NM"1L`kW FLASHING DETAIL N.T.S. _%TEM (DRYLO"K) OR APPRROVED WATER REPSLANT SY(0 7/16" OSB OR 15/32" CDX DO NOT FLASH HEAD FLASHING TIE-IN OVER BOTTOM INSTRUCTIONS: NAILING FLANGE 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 11,10-rAl i A-TInNI 14 SILL PLATE 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ® INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS A /+ FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE INSTALL FF BARRIER TO FORM WATER SHEDDING LAPS BARRIER DA-d OVER HEAD FLASHING AND SEAL WITH TAPE V V Rim U TYPICAL "/1NM"1L`kW FLASHING DETAIL N.T.S. _%TEM (DRYLO"K) OR APPRROVED WATER REPSLANT SY(0 7/16" OSB OR 15/32" CDX 2x4 42 S.P.F. STUD PLYWOOD SHEATHING— JOINT-------, Ft 2X4 BLOCKING PLACED FLATWISE WITH (2) 16d NAILING PER SCHEDUL NAILS EACH END (NOT RE91D AT HEADERS) SHEATHING WALL SPLICE DETAIL SCALE: NTS F 4-1-02 45 VERT. WALL REINF. GROUT CELLS SOLID 4 2x8 P.T. 42 SYP JAMB TRACK/BRACKET FASTEN PER MANUF. SPECS. GARAGE DOOR ATTACHME'N'T DETAIL SCALE: N.T.S. DRAN BAR KTH EMERGIENCT' RELEASE F60 FBC 5/8" EXPANSION BOLT W1 PB WASHER & NUT MIN. EMBEDED 3" 103 FBC MOTOR OPERATOR JL325 LABEL PER MFG. D D CALK WITH WATER PROOF EXT. CALKING CALK PERIMITER OF WINDOW A - A VINYL IMPACT INSULATELi BB FRAM CASE HARD NAILS @ 8" O.C. STAGGERED B B I x P.T. BUCK STRIP T-NAILED W/.109 DIA. MIN. TO MASONRY @ 8" O.C. MIN. AND PLACE 1 1/21" MIN. EMBED. WITHIN 6" FROM CORNERS WITH 1 1/4" MIN, SECTION BB N. T. S. EMBEDMENT INTO BLOCK OR 2x P.T. BUCK STRIP INSTALL 1/4" DIA. SELF TAPPING WINDOW SILL TO MASONRY CONC. ANCHORS 8" MAX. FROM ENDS AND 12" O.C. C W/ VULKEM 116 ADHESIVE. MAX. WITH 1 114" MIN. EMBEDMENT INTO BLOCK (1x 1/2" BUCK TO EXTEND BEYOND WINDOW FRAME SINGLE WINDOW INSTALLATION ON INTERIOR PER FBC 1707.4.4.2) USE 2 TAPCONS AT TOP & BOTTOM OF MANUFACTURER SPFCIFIFD MULLION D D II 4 A A M. C DOUBLE/TRIPLE WINDOW INSTALLATION ALL TAPCONS TO BE 1/4" x 3 1/4" W/ 1 1/4" MIN. EMBED. R606.13 MASONRY OPENING I OLLRANCES. MASONRY ROUGH OPENINGS MAY VARY IN THE CROSS SECTION DIMENSION OR ELEVATION DIMENSION SPECIFIED J 0 + 1 /4 INCHES ON THE APPROVED PLANS I ROM -1 A INCHES INSTALLATION FASTENERS FOR JAMBS AND HEADERS SHOULD BE MIN. 410 x 11V SCREWS. THE INSTALLATION FASTENERS FOR THE TRACK SHOULD BE MIN. -Y,5" x 1 1 / 2" MASONRY SCREWS. DOOR MAY BE SHIMMED, AS 5 V CRIMP METAL NEEDED, PROVIDED A MIN. SCREW EMBEDMENT OF 1 1/4" IS MAINTAINED. FASTENERS SHOULD BE INSTALLED ROOF USING ALL THE MANUF. PRE -PUNCHED COUNTERSUNK INSTALLATION NOTES. PEEL IN STICK TU MAX 5/8" CDX PLYWOOD & CLIPS POCKET BOOR f i{JOK:�TRIP. PRE-ENGINEERED TRU�,SES R-2t7 SPRAY FOAM HE HOO'KSTRIP SHOULD BL ATTACHED VndITH A MIN, OF FIVE, #10 x 1 1/2" SCREYdS. THE SPACING !S TO BE 2.4'° O.C. INSULATION UNDER A [MAX. OF 6" FROM EACH END AND NO MORE THAN 18" O.C. PERIMETER SEALANT IS TO BE APPLIED BY OTHERS AFTER THE EXTERIOR AND INTERIOR IS FINISHED SIDE OF ROOF NON VENTED SOFFITS HEADER STUCCO CLOSED A SHIM AS SEE ELEV, Ak DRYWALL MAY BE BENEATH OR ON TOP OF HOOKSTRIP, NEEDED MUST MAINTAIN SCREW EMBED. 0 0 Q. "x 1 6" Tongue & Groove S.Y. P. EXTERIOR INTERIOR . . .... NUMATICLY NAILED DIRECTLY TO BOTTOM CN CHORD OF TRUSS 2 beam blocks with 45 rebar each MIN. 1 1/4" ;� OPT. SCREEN EMBED. INTERIOR continuos openimgs to have lintel below. i 1 _1N INTERIOR MIN. 1 '/4" ROD CONT. (TOP OF LINTEL) FI\ABFD*- VV/ MIN, 3/4" CLR. (25" MIN. LAP) MIN, 1" FROM FILLED PRECAST LINTEL W1 (1) 45- ROD 515 a EA, TRU55 INTERIOR EDGE DOOR FASTENER CONT, HORIZ. @ BOTTOM OF CAVITY TYPICAL OPENING SECTION j F LN.T.S. 2x4 KNEEVVALL FASTENED W/ (2) 8d COMMON NAILS TO FA. SCREW MUST BE ANCHORED 5 V CRIMP METAL TRUSSES ABOVE MASONPY HALL JNTe� C' ,I_IpCTptTr ROOF 3/4" SHLA —11 Hl�41' EXTERIOR PEEL IN STICK TU MAX 5/8" CDX PLYWOOD & CLIPS 2x4 ATTACHED N/ x8 FASTENED TO HEADER POCKET JAMB 0 EXTERIOR TAPCON!5 e>" O.G. & KNEEWALL ABOVE W/ BYPASS JAMB PRE-ENGINEERED TRUSSES 8d COMMON NAILS 8" O.C. AFTER INSTALLATION, SEAL 24" O.C. JOINT BETWEEN TRACK AND EXTERIOR INTERIOR PDC'/ET I <1 D I N 6 6_ L A 3 S JAVIB MIN. 1 1/2" RECOMMENDED, PRE-ENGINEERED TRUSS @24" R-20 SPRAY FOAM O.C. W1 HURRICANE ANCHOR INSULATION UNDER D F1 F1 R A T T A F H F N1 T DF Tt�Tl IF NECESSARY USE SHIMS E DEPENDING ON TRACK SILL HE IGH1 ON EA. TRUSS. SEE TRUSS PLAN SIDE OF ROOF L-i UNDER THE IRA TRACK WHEN INSTALLING TO KEEP PLUMB & FOR MANUFACTURER & I _YPL NON VENTED SOFFITS SCALD N,T,S. LEVEL. STUCCO CLOSED PROVIDE BUILD. PAPER OR GAI-V, INTERIOR VOIDS MAY BE TRACK STEEL PLATE BETWEEN kk FILLED WITH MINIMAL -EXPANDING TRUSS & C.M.U. SEE ELEV.- 0 CZ17AI ANIT QFAF) PV C)TW17PQ FOAM . ALUM. DRIP "—MASONRY WALL 1 X2 P. T. 5/8 gypSLM) drywall all ceil!rgs A nnnR ATTArHVFNT SLIDING GLA'�`)_ WINDOW A-1--FACHMENT BRICK MOLD AT WOOD FRAML WALL DETAIL 2X6 SUB FASCIA C) 2 beam blocks with #5 rebar each A -.--PRE—HUNG DOOR FRAME MASONRY WALL DET/--\ I L SCALE: NT S S 11 09 1 X8 JAMIES HARDI ti i t h li t l b l 197 SCALE: N.T.S. DETAIL AT SLIDING GLASS DOOR JAMB MASONRY WALL SLIDING GLASS DR. 1 /4" TAPCON 1 1,14" MIN. EMBID, 1/4" P.T, FURRING VERTICAL JAMB N.T.S. NOTES TAPCONS MUST BF PLACED IN ONF OF EACH PAIR OF HOLES PROVIDED BY MANUFACTURER. -APCONS ARE TO FiF STAGGERED. DETAIL AT ENTRY OR UTILITY DOOR SINGLE DOOR PRE -CAST MASONRY WALL Ion - SHIM AS NECESSARY PRE -HUNG DOOR FRAME PRE -HUNG DOOR 1x" P.T. BUCK CD 1/4" TAPCON I 'IA " MIN. EM3D. TO C.M.U. WALL VERTICAL JAMB DBL. DOOR SINGLE W/ SIDELITE 18- rY-6" MAX. TAPCONS TO BE LOCATED Will I HIN 6" OF EACH CORNER AND @ 12" O.C, MAX. U.N.O. DOOR ATTACHMENT AT MASONRY WALL DETAIL SCALE: N.T.S. 1/2" MASONRY FASTENER MIN 4" EMBED. - I" O.C. W1 3"X3" WASHER & 4" FROM EA. END 2X8 FIT. BUCK O.H. DOOR TRACK GARA6 F DOER ATTACHMENT DETAIL -_ SCALE: N.T.S. 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 con nuos open nig e . SHIM AS NECESSARY ROD CONT. (TOP OF LINTEL) RFFFR TO TRUSS CONNECTOR STUCCO SMOOTH Ile -U TAPCONS PER DOOR MANUFAC11 RER SCHEDULE FOR TRUSS OVER ANC � I,,\ W/ MIN. 3/4" SLR. (25" MIN. LAP) SOFFIT OVER HIGH CONNECTION SPECIFICATIONS RIB LATH DBL 2X1 2 #2 S.Y.P.W1 112" FBC R703.7.1/ 1x P.T. BUCK STRIP T-NAILED W1.109 DIA. MIN. FLITCH PLATE SPACER PRECAST HEADER AT ALL ASTM cl 063 OPENINGS U.N.O. ON PLAN TO MASONRY @ 8" O.C. MIN. AND PLACE CONTINUOUS VLN FLO SOF Fill S WITHIN 6" FROM CORNERS WITH 1 1/4" MIN. 1/2" GYP BOARD OVER 2x4 42 S.P.F. JACKS UNDER EMBEDMENJ INTO BLOCK OR T. FURRING 2x P.T. BUCK STRIP INSTALL 1/4" DIA. SELF TAPPING HEADER @ EA. END (SEE STRAP TOP PLATE, HEADER 3/4" P. SPAN TABLE) U.N.O. AND STUDS AT EACH END W/ (1) #b- ROD @ OPENINGS FOAM INJECTION INSULATION CONC. ANCHORS 8" MAX. FROM ENDS AND 12" O.C. SIMPSON LSTA21 W/116-10d 51-0" OR GREA I LR U.N.C. MAX. WITH 1 1/4" MIN. EMBEDMENT INTO BLOCK OR i IS P I STA21 W/ 16-1 Od PRE -CAST S11 I WINDOW OR F.G. (1x 1/2" BUCCk 1-0 EXTEND BEYOND WINDOW FRAME ON INTFRI,,-)P PER FBC 1707.4.4.2) - - ------ DOOR ATTACHIMIENT DET. FBC 1 0 1 SCALE. N.T,S. 3-1-02 1=111111110 • I 1#111f.111 011F.1111112olaMmIme N - 1/8 1/2 1/4 3/4 3/8 7/8 1 5/8 108) L LIMITING HEIGHTS FOR EXTERIOR #2 STUDS SCALE: NTS 15 1/2" DIA GALS/ STEEL PIPE; PAINT MATCH INTERIOR FILL WI TH CONCRETE C14 #JACKS EA. END OPENING WIDTH 0 TO 2'-6 2'-7 TO 4'-0 4y'.1 To 81-0 2 8'-1 TO I 0'_0 3 3.5 X3.5 10'-1 TO 16-0 4 PARALLAM SEE DET. 107 FINISH FAA T-Ul-)IAI PRECAST SILL SEE ELEVATIONS #5- ROD IN FILLED CELL FOAM INJECTION AS PER FLOOR PLAN BLOCK WALLS TIED TO CONT. ROD IN 2x4 STUDS @ 16- O.C. EN.VE1_1QPF_ ( R 11), FOOTER & LINTEL ROD LIVING AREA ONLY #2 S.P.F. MIN. (U.N.O.) = ABOVE 81, C.M.U. 4" CONC. SLAB W/ FIBER /2" GYP. BOARD 112"- x 8" ANCHOR BOLTS OR 1/2"- x 6" EXPANSION BOLTS @ 24" O.C. MAX. SOLE PLATE TO STUDS W/ WITH 2"x1/8" WASHERS SIMPSON SP4 OR USP SPT4 W/ 6-1 Odxl.5" GALV. NAILS 2x4 P.T. SOLE PLATE HEADER DETAIL INTERIOR LOAD BEARING WALL SCALE; 3/4"=1'-0" A 17A (1) #5- BAR CONT. IKI I IKITI71 rnl IP(ZF III (1) §5- BAR CONT IN LINTEL COURSE L. C r___a® BLOCK WALL POURED CELL W/(1) #5- BAR (TYPICAL) CONT. FROM LINTEL TO FOOTING. IYP. STEP DOWN TIE BEAM SCALE: [11=1t_031 CONCRETE SLAB M7 A #5- BAR CONTINUOUS .T7 % LINJILL COURSE VV/ 4 1/4 X 2 3/4 . . . . . . . . (1) 1/5-13AR FILLED T FD I A I P IF)I I A P F) TAPCONS Sol IF). SCALE: N.T.S. 25" MIN. LAP ON #5- BARS IN CORNER as TT� J. FILLED VERTICAL #5- BAR CONTINUOUS CELL W/ (1) ft:D- RAR COD I\ I L_ D REINS. I TI-I (_\01jDC[ �)I\ ILI\ 1\LINF. CG _IN I I_ L U �)I\J 1 F. _Z IA"—i' n" QU. MESH (OR W/ 6x6 10/10) OVER 6M VISQ. FIN. GRADE -7 �1 A 4 4! 4 C-4 1k TYP. 16" x 20" MONO. FOOTER W/ 2 #5 - I I= I I I�I I I I� I- 16" ROD CONT. PER 1302 1 71 STORY Q [D I n C' I/ \A/AI I Q[7(-\Tl nNI U LJ L \j L r \ v V I® L_ 1i L_ V l I U 1 \4 - , - SCALE: 3/4"=1'-0" A SIMPSON OR USP MSTA18 STRAP W1 6-1 Ddxl.5" NAILS IN TRUSS AND/OR BLOCKING- 6-13-97 VALLEY SET TRUSSES OR CONVENTIONAL FRAMING ROOF DECKING --2>,,4 SYP BLOCKING VV, 3-16d EACH FEND ROOF TRUSSES,,01 @ VALLEY STRAP DETAIL )�=ij_ )1 SCALE: 3/4 0 C 3-1-02 UPLIFT NAIL SPACING (8d RING SHANK NAILS) 4" OJI. (4 FRAMED WALLS & GABLES I o o O NAIL SPACING 0 8" O.C. 0 ® . . . . . . . 43C FB SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGEA, 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. AR 0006867 CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. Date TYP. WALL .10 CERAMIC TILE 4" CONC, SLAB W/ FIBERMESH (OR FLOOR DRAIN W/6x6 10/10) OVER 6M visa. MIN. 2" STEP SLOPE ' FLOOR y. q.•r•. 8" X 8" THICKENED EDGE 3 RECESS @ SHOWER DETAIL SCALE 3/4" = V-O" NOTE: SEE HEADER SCHEDULE FOR CONDITIONS @ GIRDERS OR BEAMS 2x4 #2 S.P.F. STUDS DBL, 2x4 TOP & BOTTOM @ 16" O.C. (U.N.O.) PLATE TO STUDS WITH SIMPSON SP4 W16-10d OR. @ EVERY STUD. (GALV, NAILS) 1/2"-x 8" ANCHOR BOLTS OR 1/2"- x 6" EXPANSION BOLTS @ 32" O.C. MAX, WITH 2"x2"xl/8" WASHERS 2n 2x4 P.T. SOLE PLATE $ • :. d+ •° 1 story 16"/ 4" CONC. SLAB W/ 2 story 20" FIBERMESH (OR W/6x6 10/10) OVER 6M VISO. 2 #5 - ROD CONT, W! 3" MIN. COVER INTERIOR LOAD BEARING WALL FOOTING SCALE: 3/411=11-0LL A 7-27-08 NOTE: SEE HEADER SCHEDULE FOR CONDITIONS @ GIRDERS & BEAMS 2x4 #2 S.P.F. STUDS DBL. 2x4 TOP & BOTTOM @ 16" O.C. (U.N.O.) PLATE TO STUDS WITH SIMPSON SP4 W/ 6-10d OR. @ EVERY STUD. (GALV, NAILS) 1/2"- x 8" ANCHOR BOLTS OR 1/2"- x 6" EXPANSION BOLTS @ 32" O.C. MAX, WITH 2"x2"xl/8" WASHERS -� 2» 2x4 P.T. SOLE PLATE 10" ° . a d v • '4 _ 4r • d 4" CONIC. SLAB W/ 1 story 16" ! FIBERMESH 2 story 20" 2 #5 -- ROD CONT, (OR W/6x6 10/10) W/ 3" MIN. COVER OVER 6M VISO. OFFSET INTERIOR LOAD BEARING WALL FOOTING 6-20-98 SCALE: 3/4"=1'-0" A 31 w„ I2, 0' 1, /,1 1 01 011 11_All 121 11 �1_All 3'-4""x 3'-4" "x 24" DEEP - - - - - - (: i 3'-4""x 3'-4" "x 24" DEEP 7A - 21 A 3'-4""x 3'-4" "x 24" DEEP FOOTER W/ 3 1p E.A. I I I I FOOTER W/ 3 #5 E.A. I I FOOTER W/ 3 J5 E.A. I I �I T I I cn I I m —._._.—.—_._._.—.—._._._._.—._.—.—._._._._._.—._._._.—._._._._ —._. I I ro I I I I I I I L_ I I 4- - I I L_ _____J L______J L_+_ SLABNOTE 3'-4""x 3'-4" "x 24" DEEP 4" CONCRETE SLAB W 7A FOOTER W/ 3 #5 E.A. FIBERMESH ( OR 6"x6" 10/10 W.W.F.) OVER 6 MILL VISQ, i AND CLEAN, COMPACTED, BORACARE SYSTEM o L..1 (n FOR TREATMENT OF TERMITES i o WILL BE USED ABOVE GRADE 21 A I — i 14' mil/0' 'T 26'-61 ol Q I 12'_CJI i I i I i i i I " I61R0 5'-4" I I � iiiiiiii°, ■ ° A. —.. ;e ■ n d +, . . o d .. . y. _.__. .. _ ..�•. �1._° .._ �.. _r..�.._ _.. P • ��a ° . ° —__�_—._*fd___,a-.._.__._._,.___.._.___._....... _.________._.__J.__--__.__.__—_—__--- ____—.�..-- .ti.__._._a—_„—.___._.—.___._ ° °. ---- —— ._.—._.—._._._ _._._._.— A!' I. i j I e 1SLABNOTE 1 . ° ■ 4" CONCRETE SLAB W� I ! FIBERMESH ( OR 6"x6 , a 10/10 W.W.F.) OVER 6 MILL VISQ, 1 AND CLEAN, COMPACTED, P d BORACARE SYSTEM `r ■� �' FOR TREATMENT OF TERMITES -. WILL BE USED ABOVE GRADE � SLABN4TE .° 4" CONCRETE SLAB W/ I . i 12A FIBERMESH ( OR 6"x6" 14'-1"10- 10/10 W.W.F.) OVER 6 MILL VISQ, AND CLEAN, COMPACTED, i BORACARE SYSTEM ! , 2 -2 FOR TREATMENT OF TERMITES ! WILL BE USED GRADE _:.+.._...._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..� ED ABOVE I i J II HB recess shower. ■ �I ii Ii j i ��• 1 I °. 4 4 ii c(' • � 11 ii 5 II i ■ O �1 II p 51 : ° . ; 12'-6' W-8" 4 I l'-8° I o ■° 1 10 :�I._.._.._.._.._.._. _.._.._.._.._.. _.._.._.._.._.._ i ■ 7 Q 2 x 6 wet wa.— %,I _.._.. _.. ../777"r.._.._.._.._.._ b A .I ��\ I di Q ■ a� i° in SLAB CONDUIT ` W 8••_ ••t.• ELECTRICAL '\ I h t� I _ e ' •'ktil COND i _ 21_563Y _.._.._.._.._.._. = b4 p� a uNlr--� I R ■ ■ _ Y.,_.._.._.._.._.I 10 i� ° I y U T-1 i ■ i I m R/A J 22 j HB N I - ° .j -■--- e� cv I ► I'-4' 14'-011 i T f• ° i 81_411 •�• � i i ii i i I i 20'-011 1 i d i 1 1 I 1 J ° je 1 11 11_411 i I SLABNOTE 4" CONCRETE SLAB W/ is A �Q +. A. 1 ! !m n' w FIBERMESH ( OR 6x6d- i I i © 10/10 W.W.F.) OVER 6 MILL VISQ, . °< 4A ; ; Q AND CLEAN, COMPACTED, GARAGE MONO BORACARE SYSTEM I ^ HB 11 W .I LOAD BEARING WALL i j 1. d d. ' i ■ 8 colurn s FOR TREATMENT OF TERMITES I n '! WILL BE USED ABOVE GRADE 'e 7 --777 �....* i SLABNOTE s °. ° ..i -7 _.—._ _._ O.._._ _ _ i CONCRETE SLAB W/ i ._. _..— _ —.—' _ _ —.—------ 4" FIBERMESH ( OR 6x6 is d ° e d 9 1 1 ■;. a ■e Q° r■ a �. ■ °•... c`w 10/10 W.W.F.) OVER 6MILL VISQ, I�. ; el AND CLEAN, COMPACTED, I •: ° d i id 1 Y 1 °� ._._._._._._._.-.�._.-. ._:�:. BORACARE SYSTEM II —8 b -4 d °' j a1 FOR TREATMENT OF TERMITES I -. i ;,` ■ ■' ` ! WILL BE USED ABOVE GRADE 2A a •• 7A 10 2 !1 Oil 2' L' 10' rM S L—V • `• y.' `fl 20'-0' o HB 0 P i n: 21A 21A LLJ I • 2A FOR TREATMENT OF TERMITES Q GARAGE MONO WILL BE USED ABOVE GRADE Ib'-014 409A ilo 21'-4' Iq'-4" 12'-811 SIMPSON SP4 W/ 6-10d . 28'-0' 2°-0" 8'-o" 11-611 51-011 9A ---------.._.._.._ L,..I i • 3i i i i •, i c� I �'• ! SLABNOTE 4" CONCRETE SLAB W/ FIBERMESH ( OR 6"x6" 10/10 W.W.F.) OVER 6 MILL VISQ, AND CLEAN, COMPACTED, j BORACARE SYSTEM I � i •�. i i •� 2b'-8' i I Q RECESS FOR GARAGE DOOI� i I i i © i i 4v I Uj a i ...L ---- __________--- ___� wilk 2A ELEVATION A 9A SCALk = 1 /4 = I —U 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 61'-4" 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 BILLED CELLS- 3000 P.S.I. IN 28 DAYS - INTERIOR BEARING WALL ■ - DENOTES #5 N ROD IN FILLED CELL i 12A _= SLAB SLOPES AT 4" CONC. SLAB W/ FIBERMESH 4" CONIC. SLAB W/ FIBERMESH 1/8" PER FT. AWAY (OR W/ 6x6, 10/10) OVER (OR W/6x6 10/10) FROM HOUSE 6 M VISA• FINISH GRADE = OVER 6M VISQ. FIN. GRADE I111111 �• —� --,-d Illllh, " a . v a Z IIII�° ° III III 04 . T CN -III �° _III _III- II -16 III 2 #5 - ROD CONT. I I PORCH FOOTING DETAIL 16" X 16" CURB FOOTING 21 A W/ 2 #5 - ROD. CONT, SCALE: 3/4"=1'-0" r�-"`9' 4" CONC. SLAB W/ FIBER MESH OVER 6 MIL VAPOR BARRIER • y, z A • 'III III (1) #5-- ROD CONT. OFFSET THICKENED EDGE GARAGE CURB 4" CONIC SLAB W/ FIBER MESH SCALE: 3/4"=1'-0" A 3-'`02 SCALE: 3/4"=1'-0" A SLAB SLOPES AWAY FROM HOUSE FIN. GRADE a 1(— III�III. `" ° . e . -III 1 #5 REBAR I s" I CONT. PATIO THICKENED SLAB EDGE SCALE: 3/4" = l'—O" VLIY, Lf_Nl\ YV7 L•J LAP F.W. TYP OF 2 CORNER BAR DETAIL FOR FOOTING REQUIREMENT SCALE: N.T.S. OVER 6 MIL VAPOR BARRIER NOTE: RECESS FOR WALL BEYOND GARAGE DOOR 4" CONC. SLAB WJ FIBER- MESH (OR W6x6 10/10) OVER 6M VISQ. 4" CONIC. SLAB VJ/ — C.M.U. WALL BEYOND -/-1x2 P.T. FURRING STRIP 1 /2" DRYWALL 1; F-4 4°a J'8" p •a d O .A ° • V v e °' a 9,1.q , >a Q e A.- 'Q d CONC. PAD RECESS @ EXTERIORbOOR 00 SCALE: 2"4-0" WATER SOFTENER WASHER HOSE BIB SHOWER HEAD CONCRETE OR BRICK FIBERMESH (OR W/ 6x6 PAVER DRIVEWAY 10/10 W.W.F.) OVER 6MILL X VAPOR BARRIER •d �- -0-8" B.F. COMPACTED SAND I I I ,: 4.. •, BASE. (PAVERS ONLY) = I I I I I I e1 I I 1600 MONO FTG III Ill I W/ 2 -#5 CONT. I I. 111 111 ,1111- OVERHEAD GARAGE DOOR SILL FOOTING DETAIL 9A SCALE: 3/4" = l'-0" GENERAL PLUMBING SPECIFICATIONS SCALE: 1 \2"=1'-O" 3" V.T.R. THRU ROOF 3" V.T.R. THRU ROOF BATH 1 .I/a 1, LAY 1 3" U-' SHOWER COM. Q 3„ i I i 1 '/z" LAUNDRY SINK 3" V.T.R. THRU ROOF 3" V.T.R. 3" V.T.R. 1 THRU ROOF THRU ROOF i KITCHEN 3 i 3" V.T.R. i THRU ROOF i KITCHEN SINK 1/�11 1 STUDDER VALVE J311 4„ 3„ LAV WASHING MACHINE 4" LAUNDRY 3" Vent sizes per (P3113.1) 7th edition 2020 FBC/Residential 107.2.1 Lav's and kitchen sinks 1 '/Z" table (P3201.7 W.C. 3" min. per (Table 710.1) Washer 3" vent w/3" branch as per (P3005.4) PLUMBING. nnni iITrnT SCALE: N.T.S. 000, STANLEY FORREST Florida Reg. No. AR 0006867 5000 AVE. OF THE STARS KISSIMMEE , FL 34746 (407-997-8000 EXT. 5153 Commercial & Residentail Construction www.InfinitvHomePlans.com RISER Jose & Lisa Vides Residence Lot 2 Johnson Road 111116. Ft. Pierce , Florida COM. 3" HALF BATH 3" V.T.R. �. LAV 3" COM. 1-011 "All11 j-� rt 1 a 11 ❑ I np11 �- ❑ ❑ v ❑ ❑ 1'-411 /I NOTE: SEE FLOOR PLAN FOR FILLED CELL CONFIGURATION CELLS NOTED AS BEING FILLED ARE TO HAVE 1 #5 TIED TO CONT, ROD IN FTG. COLUMN FOOTING DETAIL SCALE: N.T.S. RECESS SCALE: 2"=1'-0" 3" V.T.R. „ THRU ROOF 3„ 3" V.T.R. LAY THRU ROOFP) LAV 1/ z 3„ 3„ l COM. SHOWER 4" 3" BATH Homes By Aburton HOMES BY B OR TON 850 NW Federal Hwy Suite 226 Stuart F134994 License WCGC 1520713 16" BOND BEAM SLAB SLOPES AWAY FROM HOUSE 4" CONIC. SLAB W/ FIBERMESH OR WJ 6x6 10/10) OVER 61M VISQ. 7 I - SEE FOUND. PLAN FOR PAD SIZE & REINFORCEMENT C.M.U. WALL BEYOND CURB ONCRETE FLOOR CONIC. PAD CONC. FOOTING GARAGE SERVICE DOOR PLUMBING NOTES. 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 i4m 7. PROVIDE AIR CHAMBERS FOR ALL WATER SUPPLIES FEEDING FIXTURES, 3" V.T.R. 8. PROVIDE VACUUM BREAKER AND SHUT-OFF VALVE ON ALL HOSE BIBBS. THRU ROOF 9. A VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT x BE LOCATED DIRECTLY BENEATH ANY DOOR, WINDOW, OR OTHER VENTILATING OPENING OF THE BUILDING OR OF AN ADJACENT BUILDING, 3n V•T•R• TEMINAL BE WIITHIN TEON (0) FEET HORIZONTALLY OF ANY THRU ROOF SUCH OPENING UNLESS IT IS AT LEAST TWO (2) FEET ABOVE — THE TOP OF SUCH, �- I � I Z Z MASTER BATH I ce all r� r7 311 SHOWER CODES IN EFFECT: N 4„ FLORIDA BUILDING CODE 2020 CLEAN OUT FLORIDA BUILDING RESIDENTIAL 2020 FLORIDA PLUMBING 2020 ? TO SEPTIC FLORIDA MECHANICAL 2020 NATIONAL ELECTRICAL CODE 2017 N.E.C. �1 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 CONSTITUTE FRAUD AND IS A Florida Reg. No. AR 0006867 CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE, Date Dear* MG cmo SF DR*?# MG Arm SF 1 M a— e (0 In n .7'4/` n n_ CL CL Cl- CL 3/A// CL CL CL CL C- a- CL. OL C_ CL CL. 0- Cv. CL.CL ICL In f') 1-4 >aQ lJ V a + t I I r Y M1 Sh a i " e. § �•' JI � ��¢ ' w her y"' 9 t• 3t,, '° c;ti s s �* �''% �a '� v ge� t � . 'S. d .,� °. NIGT c- a fi, r N L LT Iia ,L T Atl,)[d([I1 The design of this plan is hereby the sale 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 FPPPPP ARCHITECT Florida Reg. No. AR 0006867 5000 AVE. OF THE STARS i i •• 0 Commercial & Residentail Construction www.lnfinityHoniePlans.com ROO- MAXIMUIM 1 1/2" TOLERANCE BETWEEN STARP AND TRUSS TY'P STRAP SCHEDULE 1. ALL MASONRY TO TRUSS CONECTORS TO BE SIMPSON #META12 BETWEEN STARP AND TRUSS 47d x 1.5 NAILS MAX WIND LOADS 1450# Lida �t � m � , k r � r ++ W y �k ,k l are tf �P:i " }PC w i `ta�W 'g '_ i k L'I- fi4"L [.r-f �` s I R s A k 7 kd k9 n I, y 3, t i 4 , 0 "Y{ A. 9. n t' 'A 9Y. 1 w' 2. ALL FRAME TO TRUSS CONECTORS TO BE SIMPSON #MTS12 BETWEEN STARP AND TRUSS #14-10d x 1.5 NAILS MAX WIND LOADS 1000## 2-ME TA i6 G 2-META 16 STRUCT DRAWINGS FOR CUPOLA WALL HEIGHT TRUSSES FOLLOW ROOF PLANES ONLY DESIGNED FOR 4 P❑INTS OF C❑NNECTI❑N AT CORNERS TO BOTTOM CHORD OF Al2G AND A1:36 BEN 2x #2 S.Y.P. VALLEY rES TO TOP CHPRD OF H PRE -ENGINE RED TRUSS :CNVENTIONAL FRAMING BELOW I)16d RING SHANK NAILS & SIMPSON OR USP MSTA18 STRAP W1 (12) 1Od GALV RING SHANKS NAILS OR USE (4) #&eGREWS FASTEN CONVENTIONAL 2x #2 S.Y.P. VALLEYS �P� NOTE: RAFTER FRAMING (OR PRE-ENGINEERED THIS DETAIL DEPICTS A VALLEY TRUSSES) TO 2x VALLEY PLATES W/ TYPICAL VALLEY CONDITION (4) 16d NAILS & SIMPSON H2.5A CONNECTORS AND IS NOT SPECIFIC WITH W/ (10) Sd NAILS AT EACH RAFTER TO REGARD TO SIZE OF FRAMING PLATE CONNECTION. — MEMBERS, SEE TRUSS PLAN. VALLEY SET FRAMING CONNECTOR SCHEDULE NOTE: USE CONNECTOR Al UNLESS NOTED OTHERWISE EMBEDDED TRUSS ANCHORS ID# ID# MODEL tHITA20#14d x 1,5 NAILS A7 E1 UPLIFT LBS 1263 MODEL HETA20 HHETA20 #10d x 1.5 NAILS B 1 8 I° 1 11 UPLIFT LBS 1443 2049 MODEL 4 HETA20 G7 H E A20 #10d x 1.5 NAILS Cl 9 UPLIFT LBS 1624 2235 MODEL # HETA20 2) HETA20 #10d x 1.5 NAILS D1 10 H1 7 EA SEE BET, T01 UPLIFT LBS 1805 2500 BOLTED GIRDER TRUSS ANCHORS MODEL # MGT LTT20B 2) CS16 #10d NAILS 22 20-16d 20 OR OR UPLIFT (LBS) 3330 3350 2840 BOLT ORDER B. 1-}" BOLT o) r A N/A _ MODEL # HOT-4 HGT-2 PHD2-SD53 HGT-jK3 #t Od NAILS K 1 16 16-SDSIxr K2 16 16 OR UPLIFT (LBS) 2-PLY 6495 6750 3-PLY W35Y 9250BOLT GIRDER 2- [ A.B. 2- [M ATR GIRDER 2- [` A 2- [° A B. MISSED CONNECTOR NOTES: 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 AC..2 SC A 1 S'IE -- Ti§uti iHu TO BOND aEAivl AND 18-Svolx.r a..R€W5 Tv TRJSS. MAX. U, d.�r. I CONSULT W/ DEPT. A/E DESIGN IF REOUIRED UPLIFT VALUE IS GREATER, PH. 863-427-7111 WOOD TO WOOD CLIP STRAP CONNECTIONS NOTE: USE CONNECTOR M1 UNLESS NOTED OTHERWISE MODEL # HT520 H16 TO TRUSS- #1Od x 1.5 N 12 2 OR TO PLATE/STUD #10d x 1.5 NAILS1 12 10 UPLIFT (LBS) 1245 1265 MODEL # 2) HT520 2) C516 TO TRUSS- #lOd x 1.5 N 'il 12 OR 10 TO PLATE/STUD #10d x 1.5 NAIL�IVv 12 10 UPLIFT (LBS) 2490 28C TRUSS BUCKET CONNECTIONS MODEL # HUS26 #16d NAILS GIRDER R1 14 R2 #16d NAILS TP.USS 6 UPLIFT LBS 1550 MODEL # #16d NAILS GIRDER 21 S2 #10d x 1.5 NAILS TIRUS I UPLIFT LBS POST TO SLAB UNDER GIRDER MODEL # PHD2 PHD5 HTT-22 PHD6 SOS 10WUOD SCREWS V1 10 V2 14 32-16d NAIL OR V3 18 ANCHOR I" A.B. r A.B. I" AB. T A.B. UPLIFT (LBS) 3375 14380 4670 54BO POST TO SLAB CONNECTIONS FASTENER 0 POST W1 1122 61 d W2 12-116d W3 W4 x FASTENER 0 SLAB 40 2-\" A.B. 6x6 2-\® A.B. x UPLIFT 1800 2300 MISC. CONNECTIONS MODEL 0 TO MASONRY X7 HU}G i10 nTEN rx x2 "HEADER 1505 , �...•>® f PRODUCT MAY USED FOR A SINGLE PLY TRUSS PROMDED THE TRUSS 1S BLED TO RECEIVE THE 3 INCH SOS SCREWS AND BLOCKING IS ATTACHED TO THE TRUSS TO ACT AS A SINGLE UNIT. SEE DET. M1 NOTE: ALL TRUSS TO TRUSS HANGERS ARE SPECIFIED & PROiDED BY TRUSS MANUFACTURER. SIMPSON OR USP MSTA18 STRAP W16-1Odx1.5" NAILS IN TRUSS AND/OR BLOCKIN�Z VALLEY SET TRUSSES OR CONVENTIONAL FRAMING Standing Seam Kynar (Brown) ROOF DECKING ROOF PEEL IN STICK TU MAX 518" CDX PLYWOOD & CLIPS ?R'E-'E4GVHSER'E!D TRkJ' Z, S"1< BLOCKING @ 24" O.C. W13-16d EACH END I I '-ROOF TRUSSES I I 2'-C" O.C. VALLEY STRAP DETAIL CONNECTION DETAIL 24 SCALE: N.T<S. A NAILING SCHEDULE FOR WALLS AND ROOF ROOF: WITHIN 4 FT OF ALL EAVES , GABLES , RIDGES AND HIPS NAIL 6" O.C. ON EDGES AND INTERMEDIATE SUPPORTS ON EACH PANEL ALL OTHER AREAS SHALL BE NAILED 6" O.C. AT THE EDGES AND 12" O.C. AT THE INTERIOR OF THE PANEL NAIL SHEATHING 4" O.C. INTO ALL GABLE END. TRUSS CORDS 10'-0" RG AT PLATES SIDEWALLS AND GABLE ENDS ALL SHEATHING SIDEWALLS AND GABLES ENDWALLS SHALL BE NAILED 6" O.C. AT THE EDGES 13°-0" 11R] EDGES AND 12" O.C. AT INTERMIDATE SUPPORT. FULL DEPTH BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS NOT OCCURING 3-1-02 "Roof Nailing Pattern" Roof Sheathing requires minimum 5/8" (19/32) plywood all other areas Shall be nailed 6" G.C. at the edges and 12" O.C. at the interior of the panel nail Sheathing. Roof sheathing for 160 MPH, EXP B requires 6" on Center nail Spacing minimum. structural Sheathing (roof and Wall (Table R703.4 6"(e)&12"(f))9 thickness, nail Size and spacing and zone pattern per 2304.8.1 7th edition (2020) FBC/Residential R803.2.3.1 /R703.3 NAILS. NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE RING OR SPIRAL SHANK HOT DIPPED GALVANIZED SPACING SHALL REDUCE FROM 12" TO 10 6" TO 5" AND 4" TO 3" IN THOSE APPLICATIONS NOTE: CONNECTORS SHOWN ON THIS DETAIL ARE EXAMPLES: SEE PLAN AND CONNECTOR CHART FOR ACTUAL SPECIFICATIONS TYPICAL TRUSS TO MASONRY WALL CONNECTOR DETAIL ROOF NAILING PATTERN (RING SHANK NAILS ALL MASONRY TO TRUSS CONECTORS TO BE SIMPSON pMFTg12 BETWEEN STARP AND TRUSS A01 HGT-3 A02 2-META 16 A03 2-META 16 A04 2-META 16 Al2G 2-META 16 Al 3G 2-META 16 A23 MGT B01 2-META 16 C*"'Ol 2-META 16 C06 2-META 16 FG1 MGT THGB2 FG2 MGT THGB2 PLAN TO 1 2—META 16 Jose & Lisa Vides Residence Lot 2 Johnson Road Ft. Pierce Florida Homes HOMES i BTON 0FederalLicense WCGC 1520713 LL �o +44MN VtXAMNM\43gm C1MiM.M ,+� ikWM rc�T rr Z Fi.. ! I�t 1 a aka #"4 r P A" C t `tE a L il( „ 5 .y f ,y�A J'i�ia" ktr m k 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. THGB22 3/4" MB 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. A. Ell• .;. 5 June 2020 T CHANGES TO WIND LOADS IN THE 7 H EDITION (2020), FLORIDA BUILDING CODE.. BUILDING AND RESIDENTIAL - IMPACTS FROM ASCE 7-16 American Society of Civil Engineers ASCE 7- New Risk Category IV Wind Speed Map - 1h 16 7 Edition (2020) FBCB (ASCE 7-16 Figure 26.5-1D) The 71 Edition (2020) Florida Building Code, Building (FBCB) and Florida Building Code, Residential (FBCR) have been updated to reference ASCE 7-16 Minimum While the wind speed maps in ASCE 7-16 have been revised significantly for the nonhurricane-prone region, Design Loads and Associated Criteriafor Buildings and for the State of Florida, the only significant change to Other Structures. Accordingly, the wind criteria in the the wind speed maps is the introduction of a new wind 71 Edition FBCB and FBCR have been updated to d f Ri k correlate with ASCE 7-16. ASCE 7-16 includes a number pe p o s Category IV buildings of notable changes to the wind load provisions. A few and structures. key changes are identified as follows and are Wind speeds for Risk summarized in this fact sheet: Category 1, 11, and III �W buildings are unchanged from the 6 1h Edition (2017) 1h FBCB. In the 6 Edition (2017) FBC13 (and ASCE 7-10), wind speeds for Risk Category III and IV buildings were the same and provided on a single map. • New Risk Category IV wind speed map However, Risk & New wind load criteria for rooftop solar panels Category III and IV • Revised (higher) design wind pressures on roofs represent different of buildings with mean roof height:5 60 feet levels of risk as Risk • New wind load criteria for attached canopios Category IV includes essential facilities whose failure could pose a substantial hazard to a community if they • New guidance in the commentary for desigping I failed, The addition of a new wind speed map specific for tornadoes Stanley A to Risk Category IV buildings and structures recognizes Forrest 2021.03.24 the higher reliabilities required for these buildings and 1407:M -04100' structures. The Risk Category IV wind speed map is Ibased on a mean recurrence interval (MRI) of 3000 DISCLAIMER - This piece is intended to give the reader only generalfactual information current at the time ofpublication. This piece is not a substitute Professional advice and should not be usedfor for - - guidance or decisions related to a��specfc design or construction project This piece is not intended to reflect the opinion of aIV, of the entities, agencies or organizations identified in the materials. Any opinion is that qfthe individual author and should not be relied upon. more. However, this is generally not the case for the high-pressure zones such as corners and roof edges. For proper BAS, zrf Rbbf-1'11Ass0*bJi# cil""'IS16i context, when '-M, fe ASCE 7-10 was adopted in the "s _4 ove ee, f 't "`i ....... a 2010 FBC1 A �,il""'11" ,visedito e,''incki design wind 'S speeds -,The` ASFR66f`,` �b decreased 'tt� �4, `d"' dr "! substantially e af 'a &W" h 10� for most of the , or State of Florida. Therefore, it is appropriate to compare the roof design loads in ASCE 7-16 to the desi n loads determined from ,9 ASCE 7-98 through ASCE -05 which collectively formed the basis of the wind criteria in the first three editions of the FBC. The following figure shows the net change in the "worst -case" Zone 3 design pressure from ASCE 7-05 to ASCE 7-16 (2007 FBC to 71 Edition (2070) FBC). Ratio of ASCE 7-16 to ASCE 7-05 Wind Loads for 'Worst -Case" Zone 3 Design Wind Pressures R R Legend "MA llm� S Tp 'RE, 4 %4 "I While roof loads have increased significantly compared to ASCE 7-10, due to the wind speed changes in ASCE 7- 10 for some areas, the roof design pressures are lower when co m pared to ASC E 7-05. Simplified Component and Cladding Loads - FI3CR The simplified component and cladding load tables in the FBCR (Tables R301.2(2) and R301.2(3)) have been updated to correlate with ASCE 7-16. The load table has essentially doubled in size and includes new roof zones due to the changes in how roof component and cladding loads are determined in ASCE 7-16. The height and exposure adjustment table has also been revised lightly by reducing the adjustment factor mean roof s heights less than 30 feet and located in Exposure Category B. In the 6hEdition (2017) FBCR, there was no adjustment permitted for mean roof heights less than 30 feet and located in Exposure Category B. Excerpt of Table R301.2(2) in the 7t' Edition (2020) FBCR Ultimate Design Wind Effective Speed, V.tt (mph) Zone Wind ISO 160 Area (ftl Pos Neg Pos Neg 1, 10 - 10.0 -38.7 11.2 -44.0 1,1-8 20 10.0 -34.4 10.5 -39.1 FA a 1 1, 119 so 10.0 -28.6 29.9 -32.5 19 100 10.0 -24.3 29.9 -27.6 2 10 10.0 -51.0 11.2 -58.1 2 20 10.0 -45.5 10.5 -51.8 0 2 50 10.0 -38.1 29.9 -43.3 0 0 W 2 100 10.0 -32.5 10.0 -37.0 3 10 10.0 -69.6 11.2 -79.1 CD .0 43 3 20 10.0 -58.4 10.5 -;66.5 3 50 10.0 -43.6 10.0 -49.6 3 100 10.0 1 -32.5 1 10.0 -37.0 1, 2e 10 18.1 -34.6 20.6 -39.3 1, 2e 20 15.6 -34.6 17.8 -39.3 1, 2e 50 12.3 -29.4 14.0 -33.5 2e 100 10.0 -25.3 1 11.2 -28.8 r4 2n,,2rr,3e 10 18.1 -55.2 20.6 -62.8 0 #0 2 tl,;�r,,3e 20 15.6 -48.4 17.8 -55.0 0 A 2nZr,3e so 12.3 -39.3 14.0 -44.7 262r�,ae 100 10.0 1 -32.5 11.2 -37.0 r 10 18.1 -65.4 20.6 -74.5 3r 20 15.6 -55.2 17.8 -62.8 8r 50 12.3 -40.8 14.0 -46.4 3 1 r 100 10.0 F--40.8 1 11.2 1 -46.4 Excerpt of Table R301.2(3) in the 7" Edition (2020) FBCR MEAN ROOF HEIGHT LM EXPOSURE CATEGORY B C D 15 0.812, 1.21 1.47 20 Q-fl�191 1.29 1.55 25 O�94 1.35 1.61 30 1.00 1.40 1.66 Stanley A Forrest .3 :20210 .24 14�04:40 -04'00' ELEVATION years. While the impact of the new of Risk Category IV wind speed map varies throughout the state, wind speed increases for Risk Category IV buildings range from 2% to 6% throughout compared to the 6" Edition 2017) FI3CB. 76)� 166t72 130(54) 12506) ISO(67) 160(72) _2 170(76 FIGURE 1609.3(3) ULTIMATE DESIGN WIND SPEEDSVULT, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES NOTE: Because the FBCR only addresses one- and two- family dwellings and townhouses (Risk Category 11 buildings and other structures) the new Risk Category IV wind speed map was not added to the FBCR. The wind 1h speed map in the FBCR is unchanged from the 6 Edition (2017) FBCR. In the High -Velocity Hurricane Zones, where a'single wind speed for each Risk Category is specified for Miami -Dade County and Broward County, the applicable Risk Category IV wind speeds are as follows: Miami -Dade County Risk Category IV Buildings and Structures: 195 mph Broward County Risk Category IV Buildings and Structures: 185 mph The addition of a separate wind speed map for Risk Category IV building and structures also required a tweak to the definition of the Wind-borne Debris Stanley A Forrest 202103.24 14,08,18 -04*OD' Roof Heights :5 60 feet (ASCE 7-16 Section 30.11) New criteria have been added to ASCE 7-16 to address loads on canopies attached to buildings. Attached canopies are a common feature on modern buildings but prior editions of ASCE 7 have provided I'm ited guidance on how these structures should be designed for wind loads. Due to limited guidance, many engineers have resorted to using roof loads and/or roof overhang loads to determine loads on attached canopies. However, attached canopies are unique in that a roof overhang is simply an extension of the roof. The new provisions apply to attached canopies that are essentially horizontal (maximum slope of 2%) and that are attached to buildings with mean roof heights of 60 feet or less, Two conditions are addressed - 1) attached canopies with a covering or soffit on the underside, and 2) attached canopies without a covering or soffit on the underside, Designing for Tornadoes (ASCE 7-16 Section C26.14) Tornadoes have historically not been addressed in ASCE 7 or building codes because of their low probability of occurrence, particularly compared to thunderstorms or hurricanes. Due to WPRI� S an increasing focus on making our Wind Speed EF Number (mph) buildings more EFO 65-85 EF1 86-110 resilient, many 5 EF2 111-13 designers and -165 EF3 136 EF4 166-200 building owners d i t i i i es re o m n m ze the impacts, of tornadoes on their buildings by specifically including them in their designs. The commentary of ASCE 7-16 new guidance for designing buildings to minimize damage from tornadoes. While the recommended methodology is similar to designing for other wind loads, due to a lack of field pressure measurements and other uncertainties related to tornadic wind loads, many �of the parameters and coefficients for normal wind load calculations are recommended to be adjusted. The recommended (�)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 Region (WBDR) in the FBCB. The WBDR for the Risk Category IV buildings and structures is now based on the new Risk Category IV wind speed map which will result in a moderate increase in the WBDR for Risk Category IV buildings and other structures compared to the 61 Edition (2017) FBCB. Section 202 in the FBCB WIND-BORNE DEBRIS REGION. Areas within hurricane - prone regions located: 1. Within I mile (1.61 km) of the coastal mean high water line where the ultimate design wind speed, V,,,,, is 130 mph (58 m/s) or greater; or 2. In areas wherethe ultimate desi n wind speed, V,,,,, is 9 140 mph (63.6 m/s) or greater. For Risk Category 11 buildings and other structures and Risk Category III buildings and other structures, except health care facilities, the wind-borne debris region shall be based on Figure 1609.3(l). For Risk Category III health care facilities, the wind-borne debris region shall be based on Figure 1609.3(2). For Risk Ca", ' r I tegory]V a 0 buildin s nd_ ther Sfrui t th ind-b6me'd b c ures e,,,-w ,,,e ris region: shallbe bas -on Figure 1609.3 sed 2 adjustments in the ASCE 7-16 commentary are summarized as follows: Windspeed- use the upper range wind speed associated with the targeted Enhanced Fu ita (EF) number Exposure Category - use Exposure Category C Directionality Factor - use Kd 1.0 Gust Effect Factor - use G 0.90 Internal Pressure - use GCi 0.55 Velocity Pressure - calculate q at mean roof height for all procedures MWFRS - determine wind loads on the Main Wind -Force Resisting System (MWFRS) using the Directional Procedure in Chapter 27 A simplified tornado factor (TF) is also provided for several conditions that captures all the recommended adjustments into a single multiplier that is applied to design pressures used for the normal wind load calculations. Stanley A Forrest 2021.03-24 14:06.04 -04W 5 ARCHITECT M Wind Loads on Rooftop Solar Panels (ASCE 7-16 Sections 29.4.3 and 29.4.4) New provisions for M E 4� determining wind AMP a_ 00' uj att loads on rooftop ... ... solar panels have 'M "Ka p e E, A S"I or Up ni, _'7 c been added to S T W -7, e ermining-win cra ASCE 7-16. Prior 1 for d 6- p� bar p versions of ASCE 7 s'a t,PV2 "'provi ell "In", 77" 7 �J , , , : , have not por, specifically "'41' hb4`b' 'h' P addressed loads on pr n g,inee, 4- rooftop solar . . .. C I ornia "So 161 CIA, panels. Two 77,"", methods for �Ww�`!,�, W��,"1�111 `wks�l specific types of panels have been added. The first method applies arrays on low sloped roofs (less than 7*) with limitations on panel length, tilt and height above the roof. The arrangement and limitations of this type of array have been subjected to wind tunnel testing and are in widespread use. This method has specific pressure coefficients to be used and includes adjustments for the presence of parapets, length of the panels, and proximity to the edge of the roof. The second method applies to solar panels that are installed close to and parallel to the roof which would be typical of solar panels installed on one- and two- family dwellings. Loads for this system are calculated using the norma I roof component and cladding calculations with adjustments for pressure equalization and proximity to the edge of the roof. Pressure equalization lowers the wind pressures on the panels. Revised (Higher) Design Wind Pressures on , Roofs of Buildings with Mean Roof Height 5 60 feet (ASCE 7-16 Section 30.3) Roof component and cladding loads for buildings with mean roof heights of 60 feet or less have been revised significantly from ASCE 7-10. Whereas ASCE 7-10 contained 4 pressure coefficient (GCp) graphs for roof slopes of 0* to 45*, ASCE 7-16 includes 9 new figures including 5 new figures specific to hip roofs and hip roof overhangs. In addition to the new figures, there are a Couple of other notable changes to the figures. In ASCE 7-10 for effective wind areas of 10 square feet or less, pressure coefficients are constant. For some roof slopes in ASCE 7-16, pressure coefficients are constant for effective wind areas less than 10 square feet (2 square feet in some cases). Roof zones have also changed. A new Zone 1 has been added for low slope roofs and the width and shape of Zones,2 and 3 have changed. For higher sloped roofs, the width of the zones has not changed but the zone designations have. For example, corner zones include Zone 3es (eave) and 3r (ridge). Similarly, the other edge zone includes Zones 2r (ridge), 2n (rake), and 2e (eave). u,6h r n I 1 1 1 I I I 0_1 "40.6h �11 I (Ab-tL J 1 1-30, 1 L J -E 127 � 7, 7 GaWle anil VA Rco� 43 S7* �4 _3 N, FITAATION fn ANI 1--- Gabwimf Fiat RuuN 7' < 0 S 450 I _�I_ 11 X, I cf- I - �1�1 U LAP, I Vjf� JJ I "-I I - a - Z�_ _., StanleyA Forrest 2 2021.03. 4 14:06.% Hip Roofs 711 < Q:� 4511 4A.M. Excerpt of Figure R301.2(7)from the 7' Edition (2020) FBCR The changes mostly result in significant increases in design wind pressures on roofs compared to ASCE 7-10. In some cases, the roof pressures increase by 100% or 3 Homes By Aburton HOMES BY BURTON 850 NW Federal Hwy Suite 226 M00=00 Stuaft, F1 34994 License #CGC 1520713 ROOF DIAPHRAGM NOTES 1 ROOF SHEATHING ACTS AS A HORIZONTAL DIAPHRAGM 2. GYPSUM WALLBOARD ACTS AS THE CEILING DIAPHRAGM 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 IS A TRUSS OR RAFTER STRAP PLACEMENT PLAN. ITS INTENDED TO AID IN THE !NSTALLATION OF TRUSS OR RAFTER U JJLM UU J V T A IT OT'C' c- c- r- A ELIEVF THF TRH�� CO. A, TRI ISS 1F)F9r-,NFR nll�- TWF'IQ STRAPS O"IL HE RCH E OR ENGINEER L DOES NInT RE EGRITY OF THE TRUSS RESPONSIBILITIES TO ENSURE THE INTE STRUCTURE. VERIFY THE TRUSS CO. SEALED TRUSS PLACEMENT PLAN AND SEALED PROFILES. 2. THIS DIAGRAM IS INTENDED FOR USE BY PERSONS 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 RESPONSIBILITY OF THE BUILDER TO VERIFY ALL DRAWINGS. 4. ANY AND ALL REPAIRS/ALTERATIONS TO ANY TRUSS MUST BE A APPROVED AND ACCEPTED BY A REPRESENTATIVE OF THE TRUSSCO. 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. N.T.S. �LQTE* CONNECTORS SHOWN ON THIS DETAIL ARE EXAMPLES: SEE PLAN AND CONNECTOR CHART FOR ACTUAL SPECIFICATIONS TYPi'(.'_`AL TRUSS TO MASONRY vVALL DETAIL 4'_ IWI A A Fk1q V"Al 1 8 1/2 '/4 3/4 3/8 7/8 1 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 FORREST Florida Reg. No. Dt T )D DATE OF IDWO DATE DRAWNG NAME - SCALE: ASNOTED SH A 4.2 200 AN " ELECTRICAL -LAYOUT ELEVATION Finish Flour ([ :) 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 TYPICAL. EL SCALE: 1 /2" = l'-0" TRICAL SPECIFICATIONS eoo0ow— ARCHITECT � STANLEYFORREST Florida Reg. No. AR 0006867 5000 AVE. OF THE STARS KISSIMMEE , FL 34746 (407-997-8000 EXT. 5153 Commercial & Residentail Construction www.InfinitvHomePlans. com future use 50 amp box T.P. HOLDER 1'-4" NOTES: 1. SMOKE DETECTORS CAkBON MONOXIDE COMBO SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1'-0" TO T-O" OF PEAK, AND SHALL BE T-O" MIN FROM ANY SUPPLY OR RETURN AIR STREAM, AND EQUIPPED WITH A BATTERY BACK-UP. . ELECT, WC ViATERIALS AND INSTALLATIONS SHALL COUP LY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE 2017 NEC, 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. ELECTRICAL LEGEND - DUPLEX REC. - QUADPLEX REC. 220V . 220 VOLT REC. WP GA Q - WATER PROOF REC. GFI (q)- GROUND FAULT REC. 1 /2 SW ® - 1 /2 SWITCHED REC. - FLOOR OUTLET - SWITCH s3 - 3 WAY SWITCH Q - DIMMER SWITCH - INCAND. CEILING FIX. - INCAND. WALL FIX. - TRACK LIGHTING - FLUORESCENT FIX. - EXTERIOR FLOOD LIGHT ABOVE TUB WTHOUT SHOWER 3' QQQQQ 220V 110V TOWEL BAR CONFIGURATION �b Teoa NOT ABOVE TUB, SHOWER OR VANITY 4'-6" ABOVE VANITY 4'—loll - INCANDESCENT WALL LIGHTS - 220 VOLT JUNCTION BOX -110 VOLT JUNCTION BOX - EXHAUST FAN - SMOKE / W C2 DETECTOR W/ BATTERY BACK-UP /26/2 1 INTERCONNECTED (D -A/C THERMOSTAT Fel- RECESSED CAN LIGHT 0 - MINI CAN LIGHT - L.E.D. , UNDER CABINET LIGHTING a -PHONE - CAT5 TV - CABLE CONNECTION - VAPOR PROOF RECESSED CAN LIGHT IN A SHOWER OR OVER A TUB W/ SHOWER 5'-8" - EMERGENCY LIGHTING W/ BATTERY BACKUP frID NOT ABOVE TUB, SHOWER OR VANITY I 4'-10" 3' MIRROR 2'-10" S-4„ LOAD SUMMARY PANEL (A) LOAD CALCULATIONS QTY. WATTS. TOTAL WATTS. TOTAL GENERAL LIGHTING LIVING 2672 SQ.FT. 3 WATTS 8,016 W. TWO SMALL APPLIANCES 2 1,500 W. 3,000 W. OVEN 1 3200 W. 3200 W. RANGE 1 3200 W. 3200 W. HOOD 1 1,100 W. 1,100 W. REFRIGERATOR 1 1,200 W. 1,200 W. DISH WASHER 1 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 51000 W. 5,000 W. WATER HEATER TDB GAS 1 4,500 W. 4,500 W. WELL PUMP 1 1800 W. 1800 W. GARAGE DOOR 2 810 W. 1620 W. TOTAL WATTS 36,036 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 300 AMPS IN 2 1 /2" CONDUIT. 220v 300 AMP PANEL TYPICAL #12 COPPER W/ 20 ELECTRICAL TYPICAL PANEL ELECTRICAL AMP BREAKER PANEL (40 CIRCUITS) W/ MAIN DISCONNECT 2" PVC OFFSET (3) # 4/0 THHN COPPER 300 AMP METER A/C DISC. LIGHTS & OUTLETS #14 COPPER W/ 15 AMP BREAKER 412 COPPER W/ 15 AMP BREAKER (WHEN REQ'D) /---0 COPPER FIN. GRADE 2" PVC WITH (3) # 4/0 TH HN COPPER (UFER ) underground as required BY N.E.C. UNDER GROG ELECTRICAL RISER 16" x22" MEDICINE '—loll SOAP DISH —6 CTRLS I3 13[" x 18" r. o. 61_811 4'-4" 41 4'" 16 TYPICAL BATHROOM ACCESSORY SPECIFICATIONS SCALE = 1 /2"=l'—O" Jose & Lisa Vides Residence Lot 2 Johnson Road Ft. Pierce , Florida Homes By Aburton HOMES BY \\\ ABURTON 850 NW Federal Hwy Suite 226 Stuart F134994 License WCGC 1520713 .10 ro 7a:: 2x4 FRAME WALL 2x4 BLOCKING FOR UPPER CABINETS 2x4 BLOCKING 20 P.T. SOLE PLATE 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[-3/-8/8]-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: STANLEYFORREST Florida Reg. No. AR 0006867 Date oem MG cHKD SF on% MG Am SF FEVBM DATE OF C DATE OF DWO DATE DMWM SCALES ASNOTED SH A 5 U-Precast Lintel (8"x8", filled and unfilled) 1 #5 Top and Bot. 1 45 Top and Bot. G 8— 24SL L-7 8-24SL - L5 E E PRECAST PRECAST 5'-0' 8-24SL PRECAST E 1 #5 Top and Bot. L-8 PRECAST -PLAN � � SHEET 1 #5 Top and Bot. 1 #5 Top and Bat. 8-24SL L-5 E 4 CAST `t L ❑0 W Z 0 =Y o2 1 #5 Top and Bot. (n ca WP DB8-24SL E o fV PRECAS 1 #5 Top and Bot. L-10 E PREC P 8-24SL PRECAS L-11 E 14'-0" 70- op 20-0' 14'-011 '01 F3 lop L-11 PRECAST E 8-24SL 1 #5 Top and Bot. L-9 ;AsT E 8-24SL 1 45 Top and Bot. C DUCT LAYOUT PRECAST LINTEL PLAN 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. Measured 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. ELEVATION I� 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 H� PRECAS L-8 1 #5 Top and Bot. 1 45 Top anp Bot. 8-24SL L-17 (P,S. L-8 8-24SL PRECAS Tn El #g Tnn --n r3Qttw4 L-5 8— 24SL Q PRECAS 1 #5 Top and Bot, d- E 8-24SL L-2 PRECAsr E 1 #5 Top and Bot. —32SL G Total Allowable Superimposed Load -Pounds Per Linear Foot Mark No. Nominal Clear Span Total Lintel Size No Fill No Steel Filled (1#5 A Filled (2#5 B OL-1 116ff— 11011 6191 7845 8122 O L-2 2'2 31611 427 5413 5604 O L1111113 218 41011 3466 4383 4538 O L-4 31211 41611 2917 3686 3817 O L-5 41011 51411 2304 2906 010 O L-6 41611 511011 1 2045 2 77 2669 G L=7 5'211 --f —722 01 L-8 61211 71611 1 84 18 1932 O L-9 71011 81411 1304 1636 1696 O L-1 0 81011 91411 1138 1425 1476 O L-1 1 91211 101611 989 1236 1281 2 10 1011 11'4"- 904 1128 1170 O L-1 3 111211 121611 807 1004 1042L-1 O L-14 121011 131411 749 931 933 O L=1 708 783 O P 6 116. 131411 41811 5 760 765 O L-1 7 PIS. 141011 151411 491 687 681 O L-1 8 161011 171411 332 521 523 OPIS, � L-20 P.S. In 11 20'0" 208 37B 377 O L-21 P.S. . 20 1 8 11 21'4 if 186 -M2 30-3 T L-22 P.S. .) 221811 241011 2 7 239 Note: (P.S.) represent precast lintels prestressed using (2) 7/16" Diameter Prestressing Strands. --GROUT --KNOCK OUT BLOCK -#5 FIELD REBAR " ACTUAL - 8" NOMINAL FILLED LINTEL BLOCK W/ (1) #5— ROD CONT. HORIZ. W/ 25 SPLICE MIN, @ 2" FROM TOP FILLED PRECAST LINTEL W/ (1) #5— ROD CONT. HORIZ. @ BOTTOM OF CAVITY LINTEL and RECESS DOOR HEADER DESIGNATION 8 - 20 S L - X Field Rebar qqty. and size at top & bottom Nominal Width ( 0 = 1 #5 Top, 0 bars Bot. ) (5 =1 #5Top and Bot. ) Nominal Depth ( 25 = 2 #5 Top and Bot. ) S=Solid grout filled, U=Unfilled L=Lintel, R= Recess Door Header �� ARCHITECT STANLEYFORREST Florida Reg. No. AR 0006867 5000 AVE. OF THE STARS KISSIMMEE , FL 34746 (407-997-8000 EXT. 5153 Commercial & Residentail Construction www.InflnitvHomePlans.com Jose &Lisa Vides Residence Lot 2 Johnson Road Ft. Pierce , Florida 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. LVL-t (2) 1 7/8" x 11 1/2" LVL (TOP a@ 8'-1" A.F.F.) MIN. 2 ROWS 16d GALV. NAILS AT 12" O.C. 7 51e 113j16' 4' 113/18` 'A' STEEL AS SCHEDULED 'B' STEEL d AS SCHEDULED a G Q N .4 • 1, J d w 4 .4 V 5 1/2' LONG NOTCH EACH END 8" RECESS DOOR HEADER 7 51e i / i i / -,,...... 5`/2' LNG NOTCH EACH END 8" U-LINTEL FORM AND POUR 811x16" GONGRETE TIE BEAM W/ (1) #5 TOP AND BOTTOM4 GONTINUOU5 W/ 24" LAP STOP OF TIE BEAM MINIMUM VARIES 5EE ROOF/CEILING PLA STOP OF OPENING VARI E5 - 5EE ROOF/CEILING PLA PREGA5T LINTEL W/ (1) #5 REBAR� GONTINUOU5 FILLED SOLID <\ Homes By Aburton HOMES BY ABURTON 850 NW Federal Hwy Suite 226 Stuart F134994 License WCGC 1520713 Ioll iy tyu9 t} `' •'y •�'r •�.KIG:l �.�'•YM,<y $:N lr a. Z' 4 ��4 h + Jr�i:=• w 4��-��y. Y• tl"y ' Yt''�.`A4w.,``'i I t,.P.� •} � yf •�- ', J 'Y�,,2{�,: ,_. ,.'.t t J• •. • .�+ r ��^Ar' w.r�w •, 6'��i �•,. � Y i:. .: s n, .' a J 1� s +r 9`:�� yt, r,•��r';.1• 't Y r. wt�,,}.�.:i.r' a: o1.....� .p•�r,4 `YL �,9.:.rl' A• rv. ,.;C �.}=i`• A:'.i•..k.'•:.�:}'r s •;Y•,.r. �i>� ,. "••d `;•a ?:•t�h ,.•y. •. ".,w'}�.::y.ri•.:C :•fir �.•}.r�A•a '•tiY•, `t: :'. •.}�r..,.,;,. •1.w.i�1,' "ti tie^- :o�•:::tip`"' :.y... :m; `,•° �•:v::;. ' :;�Yyr•,'+� r�..;�?�. ':w' ,i�.v •'}, •L. t :�,. aC'j},µy.,.�.«. _..}i: ^\,.,. �?,Y . � r 1, a•. y ♦ _wia' .. ,��.Y. F:. .. .t. . ' ; .: I>�lDC�H / I�oo OI ENI Nam/ LINTEL DETAIL SCALE: N,T.S, 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 I " 1/4 [ = 3! { = 3/81 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: STANLEY FORREST Florida Reg. No. AR 0006867 Dena MG DHo SF mw MG Am> SF F1EV1810N WE OF C DATE OF DWO DATE DRAWNQ NAbE- SCALE: ASNOTED SH A 6 Date TIE-IN WITH WEATHER RESISTIVE BARRIERi 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 F-LASHING 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 EXTERIOR SHEATHING rY Fgry�. FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE � S '0 WEATHER RESISTIVE BARRIER � �P SILL PLATE (SEE DETAIL B*� , O O FOR ❑PTI❑NS) ,-CORNER PATCH FLASHING NOTES: 1, FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, 6" WIDE) 2, INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3, MECHANICALLY FASTEN AS NECESSARY Nq TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. OR APPRROVED WATER REPELANT SYSTEM (DRYLOCK) ROOF WALL FLASHING DETAIL SCALE: N.T.S. VALLEY FLASHING METAL IS TO BE GALVANIZED STEEL -26 0. NAILED @ 6" O.C. MAX, VAI I SHFATHING TUCCO/CV FINISH ASSEMBLY W/ 15# FLET OVER FPPROVED HOUSEWRAP (WRB) AP FELT AND HOUSEWRAP OVER VINYL STUCCO TOP/WEEP I XTFND 15# FELT ROOFING FELT UP VALL 12" MIN. x5 METAL FLASHING OVER ROOFING FELT (NAIL TO OOF DECK NOT WALL SHEATHING) AP SHINGLE - DO NOT NAIL INSTALL WITFI ROOF �EMENT i V CRIMP METAL ROOF ROOFING MATERIAL OVER 15# FELT OVER 7/16" OSB OR 15/32" CDX PLYWOOD OVER PRE-ENG WOOD TRUSSES 36" WIDE SELF -ADHERING ROOFING UNDERLAYMENT CENTERED ON VALLEY (GRACE ICE AND WATER SHIELD OR EQUAL) DIRECTLY OVER ROOF SHEATHING OVER PRE-ENGINEERED WOOD TRUSSES. VALLEY FLASH I N G DETAIL SCALE: N.T.S. -,- - . �• ip_ �i�. c»��{ ?: rM•C; rt`',%t'"�+ STUCCO/CV FINISH ASSEMBLY ,,, LAP BARRIERS OVER NAILING FLANGE 6Y� q VINYL DRIP/WEEP SCREED 5x5 METAL FLASHING KICK -OUT FLASHING (SEE DETAIL) r MIN EXTEND KICK -OUT 2" BEYOND FASCIA It be PEEL IN STICK TU MA: UNDERLAYMENT 5 V CRIMP METAL ROOF MTL DRIP EDGE FASCIA NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF AND WALL INTERSECTIONS W L /KICKOUT FLASHING DETAIL SCALE: N.T.S. 2020 FBC RESIDENTAL SECTI❑N R703,4 FLASHING FL4 WATER TIGHT SEAL R703.4 Flashing. n r.. "^.. h.. f ,... ,.: .t.. e.. . .r S-... ,v ?. . -. :t. ?... `Y .. ,... x e . .. ? A" :. { 0. r f.. _..,... A. , . Ole Ei�l r.. �r,., n_i,di�ri � ��,rs.ar . tl�t�t a-• r ;�I" Fr t , . i r'r i ,i r, : a-�v�- �; r r. d :$ r. r�r. r .a. Jra < r �-,. I�i Fib ,.,. rt rirli� sl'iall �, a�Pl�e.t _ i. rgi� .a.�l 1.3n r' a �riwr>4 .� p .. �rrt �.�,.�r _, .dB�� rr�_ she n�a11 va�i,� � {��°,...�li _,,, ��an� b�.1 t .� l`:€,.tiidID�� H,.r � is � 1� tr rr 1 , f .. T I' i �, . . r "� � f . d r � � i:: � s �, r~ �1 atTr,Ir�lr� ..,�r,.p_rrr�r�r� ,.�rf r�l�i�,�1� � �I��,,�rn�� a,.�u �.. ,�I`ar�ltr�, �h�ll �orl�prw, ��o,.li t�fA (�II�F �pp[r�mf r?-r�rTrlyda€�,.� .r.rl �.� {l�i'�I�,I�,�. F. „ . ,. ': '... ',' .. . -.' a-.�, '- -_. ,-•. _.. :_. . ..: _..... _... , ,'. .. , ,::.,,: Far' +�I t ,,r � �" '€ ,sip y, kj��, �",. i ;: ^. � , ,� .. f;,.. E x t�. ., rw:,. �,�+^`�'. ,:_Y: y shall ,n ev,,,._�. �,,. F=*a�l shall ..,°3i'rr�I�� .,[tt1 A.�;I�I.A . >�i The .alasrr.ri� ,,laal€, �,�_�t-ira .L, .ldr. �r.! ,�Cr� ia�..tii� �.,t�„ol ��111 tilSh �r.�iprl��«�F.l r:,S..i; �_�,�ir�rl aUStSt�t'1� ,i6s�dtag5 ..13a11: be installed It the follevvv n o'ca", ai s E:.,t F.O.. ,�In.� vi"iEl clDErr U n#tT"lS. v t �l Pri e . enor ztl.�d(Ci s ll�ut ,lcE€,t r zr r En s: iai1 sM .T.errd r. .,he SL1,-, ce a,,, tMe exvtere o d,ail :f'r�rsli Or tothe l i rr t' € F r� P t'- ;,s f tar^ t'vr 'g � ,kP 712 Firer € rt� l ire Ith cxicart ?�,_ ., ��I I�iurat #f,. alrla� ts� dw6 arri��all, attar �d .i,�,;.ltJe fla„ ir1�� 1ia13� r��i�t��t�.E� �.�it A��I°�!A ,� r7l. n4ag at. `tlj`"".€. £ v '" y r- €a Iti -��+,. at �^n" .c ror,.�, j car 'r ft ► rig a<,,. rr f. ,Ir don{.l"Iiln' ,.,nail ire Ir,,�t,11ed II'i ai:r0 1ariW.B ., r,n iin� ��= r��c >a, O _h� ��FIIL,,iDD. 4 if fir„ - ! .t r Rtf: I ,^ i, s try - .. � :.. S-x €?: '.. § - ufl .., :;''� C,.:.. r ... , C. �' & Bd" ,... � � �: : � addressed ` .x �. t,F. �� , ,+d , is , �_'" ,:.x,€' :ram.: �.... T�i., aEri�S..,SfIGr"r t�rara�.l.,a„�az°eF �n�al�atr�,rr Br"Ir�; fi��l'Iln Jl��, �>M�.�.iDr1,.,, t�d, zd,,.. �3i�I�lit�iDr'r,,. r"iU€., �3,��is�SSBs� in 3it,.. �E��S.: S�{or"� n3Br'14.if��ri..., ,_ Irrs.iLIL.rCnS: tri Cr. ardaPrlCe ,,ith the -id5fittlg 11"}firi43...r_ ..f S insti .lt.vli>1rd.S, f1aShSri tt`isttidzlnF_ or €ifa.lS are DDI provided, pa.d flashing.,'3(#ls. .. ;.$,. $ ,' F .ems , .,,¥� r r' -.-_:� , . .r« j - -. . t�. - €- . � ^'Y. the . `ate r 1, c: xc fq,vl. =7"€.' E`,:.', ea... a d"q'Z 3rrl1: at .:lieli�<�n,�{„(� �t,ri�fT�.,t,'{€ln Pan IIaIr7 xalE-..d-`,,iap'e�1n SLIa`I a I,ttfil"' a Rlrrr ,�/�tr to> r t.� ,S*`i?'�s#1,;� �a� sl'r� �'��.��err�4r `��all finish �PrE �s_= the ;v8te-€esrs.i��e tn�r~rier� ;`_.�" sLrl�u;�rt#..ier'r' drainage_ Openings rISr1'1r pan1€Sl"14r`9 shall irll:.tr�'(:t{�, ate �I�'.,iiir"I or p n to-c':r n at the Mead and sio, es In aEc";_wdan0 ,rAl the flash In design wrme.Mod, cvf a rfaigistered design profe'swional'.; 'F, 1n acc on Banc e m4th ct,'Mer appri_ ved rrieti"Ir s: e 4 Y 1 c.y . � 9 n{ C F: s '� �: t t a - C � i. Iris.... _�.r.��crri �.cl'i{. chimneys, .�i i�sliet r��a�d:�r'iV� r.�ii�t �.ic.i�r�a ,i�.F'� nl.t��..�d �._i._�+��ail� o,l'i 1..:�a��,��rr�-� li,_ �l�ir.��tl€stleti �t�lddw ..,�.Je�ri.. �n�ptr�W. Unclerr and at troB enris oY rnasonr A o d or metal copings anrj sill w:rn�t,uy I�ra, ;er_ting woc0 d trirr't.: 5Where Pax rior porcl'resdecks dur Stairs aQach LU Bcrtici rasseniody ,,al construction 6 At"wall and iM,.erse(.1icn5- 7 .At buQi in gLi`terS FLASHING /'"V T T T1 T1 rT1 'X ELEVATION A OPTION - A FLASHING WOODEN SIDING r- SILL PLATE SEE NOTE #2 -� r 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. WALL PER PLAN 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLE RUN KICK FLASHING 6" ROOF . IPI PLANT 1 I PASTT EDGE OF ROOF STRUCTURAL SUPPORT SHEATHING WEATHER RESISTIVE BARRIER HEAD FLASHING WITH UPTURN LEG BETWEEN BARRIER MEMBRANE AND WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING MEMBRANE WRAPPED ONTO ROUGH OPENING JAMB SELF -ADHERED FLASHING MEMBRANE NRAPPED ONTO ROUGH OPENING JAMB EXTERIOR DOOR, WINDOW, AND HORZ. TRIM HEAD FLASHING DETAIL SCALE: N.T.S. TYPICAL ROOF TO WALL FLASHING DETAIL N.Y.S. PLAN VIEW , i 'TO ITIOUritthe water heaterto the wall. �,� � � ,,: ...>��> �,_.r) i,, I ding ' fi e d»"C4S ��K, 4; 1' 1. Affix the bracket securelyto the vmll and on ure that it is level and that it can support. the weight ofthew ter heater, W t1tNi :,, 2. Align the grooves on the lack ofthe water heater with the tongues on the mounting bracket and hang the water heater Before connecting the gay supply determine the gaa type on the bracket, and pressure for the wato-r heater by referring to the rating When mounted with the mounting bracket, the water heater plate, Use only the same gar, type indicated on the rating Will have a'l in (16 rtrai):Ieararrce from tl7e hack cf`he vIl. Plate. Using a` different gas type will rescrlt in abnormal combustion and malfunction of the water heater. Gas supplies' should be connected by a licensed professional only.. To avoid damaging the con can the �,vater heater, use. f ��r two Wrenches when tightening pipings to the water heater, Use onerench to prevent the connector at the outer, heater from turning, an+i use the other,wrencl"t to tighten a '' h`� the connection. Dam, aged connectors t ray result In system rJ, . properly; support the pipings with hangers. DO. riot allow e she pipings to be, supported by the water heater or Its accessones. Ensure that the clan piping is physical . I p g protected from physical damage and freezing, where required. Failure to follow these instructions could result in gas leakage, and result in fire, explosion, property damage, severe personal injury, or death, . The appliance and its gas connection must be bleak tested I, y before placing the appliance in operation. To avoid dangerfr-orn explosion and fire, do not use flame to I check for° a gas Ieak. Pt rfcrm a bubble test on the joints to - °' check for gas leak. lT .a leak eXists laul�l ie `il, forat the leakingjaint. A. gas leak could result in substantial property damage, severe personal injury, or death. This water heater cannot be converted from natural gas to propane or "Mice versa without a Navien gas conversion lira . kit. Do not attempt a field conversion of this water heater without a 1114avien gas conversion kit. Doing so vVill re;ult in dangerous operating conditions aia'cl'Will void theta arranty,, 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 MOUNTED INSTA-HEAT 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. ((:) 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 FL6 ARCHITECT STANLEY FORREST Florida Reg. No. AR 008857 5000 AVE. OF THE STARS KISSIMMEE , FL 34746 (407-997-8000 EXT. 5153 Commercial & Residentail Construction 3-D Modeling &Design www. In f in i tvHomePla ns. coin Jose & Lisa Vides Residence Blulld luialPeritdt4 Owners NMIL t _A...Vplic.:.lit Lot 2 Johnson Road Ft. Pierce Florida I"rodu t, Opening Uesi n I'roriuet fted Mrrnt,r wtdrer Model NLlrrber= I"r duct Apparovol tO'lWS Method ot AttOchmerd pry 4 urea Dell n Presvire Number TV Mullions I iNed it Bl ra e.t� I;l ;�ti ;lrlirr� C�i�:�� 11t�rar %q riq I Ype U 0Or-$ Froneh;'Door GaraqqDoors II Hurricanei Ptotec-tlo r I _ l�'nrnf V�iifiilrai'iirar, �rirrfl r€ �' h�l,�i'erl�aR 1) r'vi q, cd R:17/,P0.P014 1 have reviewed the above. or claddi-ng and l b e. alTrowd t heir',jse in 04s str'lar:hire. Them rcadw ts pro -vide adeqtiate r lds air a Ito I be wind loads avid forces :+ p ei-i fled by,current code p m�-i 0,111q. wrLe. S TA N L E Y FORRESTS!w!iature: D Prot Cert No. Date: Florida Rea. No. AR 00,06867 PRODUC-1 l FIXED GLASS IMPACT INSULATED LOW E SINGLE HUNG IMPACT INSULATED LOW E MULL BARS HORIZONTAL SLIDER IMPACT INSULATED LOW E SLIDING DOORS IMPACT INSULATED LOW E CASEMENT WINDOWS IMPACT INSULATED LOW E 7/02/21 ALL HINGE DOOR OPAQUE IMPACT OVERHEAD GARAGE DOOR 16' OPAQUE OVER HEAD GARAGE DOOR 9' OPAQUE OVER HEAD GARAGE DOOR 8' OPAQUE 5 V CRIMP METAL ROOF ROOF UNDERLAYMENT Jose &Lisa Vides Residence Lot 2 Johnson Road Ft. Pierce , Florida MODEL NUMBER MANUFACTURER PRODUCT APPROVAL # FL/NOA 8150 CWS FL 13010.2 8100 CWS FL 5823.1 CWS FL 9520-R7 8200 CWS FL 15814-R4 8900 CWS FL20838.1 8400 CWS FL 6890.1 Smooth Star BENCH MARK Windcode Windcode THERMATRU Wes Clopay W6 Clopay W6 Clopay 26 Gauge EXTREME POLYSTICK TU MAX POLYGLASS USA INC 7th Edition (2020) FBC/Residential 107.2.1. 7th Edition (2020 FBC) ASCE 7-16 Note: Design Criteria ( Florida Statute 61 G 15-31.002) 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: WINDOWS-ANS/AAMA/NWWDA 101/IS2 2/97 COMPONENTS C E TS 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) EXTERIOR DOORS MUST BE MEET OR EXCEED MIN REQ. OF +33.7 PSF/ -36,7 PSF L+ 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 HOMES BY B URTON FL 13459.4 FL 5678.27 FL 5678.34 FL 5678.34 FL 17022-R9 FL5259-R12 Design Pressures Expiration Date +76.5 -67.5 9/4/2030 +67"5 -67.5 7/21/2030 +60 - 60 7/21/2030 +/- DP50 5/26/2020 +50 -50 5/29/2021 +67"5 -67"5 7/21/2030 +55 -55 12/31/2021 1 +37 -40 5/21/2028 +33 -34 5/21/2028 +33 -34 5/21/2028 +NA/. -108.5 4/22/2024 90 Ibs Not available CODES IN EFFECT: FLORIDA BUILD ING CODE 2020 FLORIDA BUILDING RESIDENTIAL 2020 FLORIDA PLUMBING 2020 FLORIDA MECHANICAL 2020 NATIONAL ELECTRICAL CODE 2017 N.E.C. F.B.C. 7 th Edition (2020) & N.E.C. 2017 NOTE: PROPOSED THIS WALL SECTION IS DESIGNED TO MEET OR EXCEED THESE PLANS ARE NOT VALID 170 M.P.H. 3 SECOND GUST WIND LOAD REQUIREMENTS OF THE 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, AR 0006867 CONSTITUTE FRAUD AND IS A CLEAR VIOLATION OF CHAPTER 471 OF THE FLORIDA STATUTE. Date Dean MG cHKD SF DRw MG APVD{ SF SON DATE OF D% DATE OF DWO DATE DRAVIiNO NAME: SCAL9 ASNOTED OH D 1