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Home My WebLink AboutBuilding Plansf c p 3 # 3/0 THW IN 2" C ELECT. SERVICE M O 200 2 MBR # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND "E P" I20/240V IQ 200A MLO 3 # 3/0, # 4, 2" C ELECTRICAL RISER / D_IST. / OPTION "All - NOTE: USE ALL. COPPER WIRE NO SCALE NOTES: -THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. - STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. - ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. - ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC / FBCR 2017. ELECTRICAL NOTES: - ALL WORK SHALL COMPLY WITH THE 2011 NEC (NFPA 70) AND THE FBC/FRC 2017 - SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT - SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING VERIFY SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE - PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING ROOMS PER FBC AND NEC REQUIREMENTS CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS - EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT - PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS - ELECTRICAL SERVICE SHALL BE 120/240V/1/60 - GROUND SYSTEM PER NEC 250 ELECTRICAL LOAD CALC'S PER NEC 1359 S.F. @ 3 VA TWO 20A APPLIANCE CKTS LAUNDRY DRYER RANGE WH DW WP TUB REFRIG IRR. PUMP (OPTION) MISC TOTAL FIRST 10 KW @ 100% REMAINDER C� 40% TCTAL A/C HEAT Cal 100% TOTAL 32190.8 240 = 134.12 3 AMPS USE 200 AMP SERVICE 4077 VA 3000 1500 5000 12000 4500 1200 1200 1200 1800 5000 40477 VA 10000 12190.8 22190.8 10000 32190.8 VA s s • s • s ; ---- _- • • • • s t GFI i s FX, FAN GFI - mr n W s W/ C; o _ GFI 0 0) --- I 1 6flI -� s FAN Lf, I I6fI GFII GFI C • 1\ I FAN W/ C_ 715Y'OSAL GFI UU r -I I GFI C,FI 1 I s MU L _ J db 52 / • O C-OSn I "I PC L---� _ FANV FAN l.f qP s r FAN Lf. , GFI f 'I 200A PAWL • L n o 1 • FLFCTMA> TAN AREA TABULATIONS Saint Lucie County Building Department Product Approval Submittal Affidavit Permit # Building Address: 5120 SANIBEL AVE Contractor: TBD _ Opening Schedule : Swing doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows & Skylights Opening ID FL # or NOA Product Model # Manufacturer Glass Attachment Method Type, Size, Spacing Building Product # Description Embedment (DISTANCE FROM CORNER Design Design DISTANCE O.C. Pressure Pressure S.H. WINDOW FL# 17499.9 S.H. WINDOW 185 SH MI WINDOWS IMPACT 3/16"" X 11/4" MIN. EMBED TAPCONS T 2" SEE ELEV'S +/- 55 AND DOORS / 16" @ CENTER SGD FL# 22401.3 SGD 120/130/140 MI WINDOWS IMPACT 2 ROWS 1/4" X 11/4" MIN EMBD. TAPCONS SEE ELEV'S +/- 55 AND DOORS @ 6" / 16" O.C. INSWING OR #8 X 11/2" MIN. EMBED WOOD SCREW 6" / +/- 67 OUTSWING SING FL# 5891.1 F.G. FIBERCLASIC THERMA-TRU N/A 14" O.C. 3068 SEE ELEV'S 8070 OHD FL# O.H.D 5500 / 9700 WAYNE DALTON N/A 5/16" X 15/8" MIN. EMBED LAG SCREW ACH SEE ELEV'S +31.2 / - 5597.7 #0506 BRACKET 35.8 Product Model # Manufacturer Attachment Method Type Building Product Spacing, Embedment & Stiffener etc. Design Design Pressure Pressure #9 - X 11/2" w/ SEALING WASHER -- 8" O.C. EDGES/ 1 " O.0 Roof FL# 17022.1 SV - 26 GA EXTREME METAL FAB FIELD -66.7 -101 MULLIONS FL# 15353.2 ALUM MULLION 5764 MI WINDOWS NSA 1/4" X 11/4" MIN. EMBED TAPCON (4 PER SEE ELEV'S +/-75.6 AND DOORS CLIP) Soffit N/A Hurricane Panels N/A I have reviewed the above product approval information and approve it. _ Name: Paul Welch P.E. Certification Number. 29945 ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT RESISTANT. p GFI/WY LINTEL SCHEDULE LINTS, LENGTH/TYPE SAFE APPLIED SAFE APPLIED COMPOSITE NO. GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD L-1 4'-0" 48"U-LINTELS 3820 1 1150 3079 1 750 1 817160B-IT L-2 T-6" 90" U-LE-4TELS 2661 1150 1634 750 SFI6 1B-IT L-3 9'-4" 112" U-LINTELS 1843 1150 1133 750 8F16 iB-1T LIVING AREA ------ --------------- ------1359 S.F. ENTRY --------------------------------70 S.F. GARAGE ---------------------------- ---291 S.F. TOTAL ------------------------------ -----1720 S.F. -�rVrL 411. a -OI I NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NCNB: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS. P13L 25 5H L ^ 2 25 `9d L .1 EG. 0135/ TVMp 55 s = a s LL 10' _ 2668 bE MA5TIZ Mff\00M BIT' FLAT w/c 00 sHlz " 00 Millis 'd MA51tF 1XWOOM v BIT' FLAT M.C. I ":mmmmmwmmn ` J Planning & Development Services Department o Building & Code Regulations Division .ems 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: AGLER CONSTRUCTION Project Address: 5120 SANIBEL AVE. Permit #: Occupancy Type: R Construction Type: V INSTRUCTIONS. FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Additio o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 2017 6TH Edition with 20_Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _ Partially Enclosed _ Open 3. Risk Category: -I X If III IV Exposure Category: X B C D 4. Design Wind Velocity 150 mph 116 ASD N/A LRFD End Zone Width: 5 ft 5. l4ean Roof Height: 15 ft Roof Pitch: s :12 Parapet: N/A It 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openir 16.0 Zone 2: 16.0 16.0 24.2 24.2 22.9 Zone 1: -22.1 -38.5 Zone 3: -57.0 Zone 4: -26.2 Zone 5: -32.4 Garage: -29.9 7. Design Loads: Floor N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony: _ N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8, Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? & Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Ye DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name Cert # & Co. Cert Auth. Paul Welch Inc. ON PLAN 1/16/20 Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL -- --- - Company Name & Address SLAI3 ONLY 6°68-SGb. L 2 KITCI-EN VAILiLn I�JG M 8' 1" FLAT I O 'O ° I t0M W/C e FLAP tic ` II I_AllLOW WPLL ANU 22 X 36 286$17p 3°6813F 22 X 36 Air ACC, LOC 13Y f3UIL, 8' L' FLAT - 9' 4911 n ro ;I N o I MWOOM #q FLAr J i'"OOM #5 - BIT' FLAP p a 295H -I M55 1- 25 5H L -1 FGIT55 =o � r i VI FL00V FLAN • All, All, b W LAUNMY WOM 8'-1" FLAr r-� I I I I I ; LOC,13Y Pull, �L - W/ 5rAlp5 Aff./ ACC 22 X 36 • 6-1" FLAf REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC • tell • - - -Ti • - _ _ - - _ • • • WL 25 5N 1-- l d, a 8010 0HP L -5 0 FN1W M 8'-1" FLAP ILE o 6'-9 " 13 t 12' -&V" ill 11-011 I PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE #114 - PORT ST. LUCIE, FL 34984 PHONE (772) 785-9888 E-MAIL PWELCIEC@,,AOL.COM 7 �Q PAUL WELCH, P.E. FLA REGNO. 29945 OANG I:OOM VN LTEP CMING OCHT FLFVOION �� a, =, o, �z.,4,� f- 3,,l I?M\ UMION FPONf �LMfION 5CALF i'' , I, -o' REVIEWED FOk CODE COMPLIANCE ST. LUCIE COUNT° BOCC FILE COP% 5cu , , ®l[ PAUL WELCH INC. t MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE #114 PORT ST. LUCIE, FL 34984 PHONE (772) 785-9888 E-MAIL PWELCHINCna,AOL.COM J AN 1 7 2020 PAUL WELCH, P.E. FLA REG NO.29945 SHEET NUMBER L V t T t? `-J 5 PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2) OWV PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPIING WITH A MINIMUM THERMAL RESISTANCE OR R-3 SHALL, BE APPLIED TO PIPING LARGER THAN y" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB BURIED PIPING, SUPPLY AND RETURN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. V v-r m F-1 16" WIDE X 16" DEEP (2500 PSI) CONCRETE MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS S-1 4" THK (2500 PSI) CONCRETE SLAB WITH FIBERMESH OR 6"/6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL I FLOOF PLAN r-al I7-11g Iv, (1-5w PSI G.aI.IC., w T &A? <, IlATt R c r'M 5cm SHEET NUMBER PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING ' 1984 S.W. BILTMORE ST. SUITE #114 PORT ST. LUCIE, FL 34984 PHONE (772) 785-9888 E-MAIL PWELCHINC(a,AOL.COM J A N 17 2020 PAUL WELCH, P.E. FLA REG NO.29945 TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES UPLIFT ID UPLIFTDESIGN GRA EACH 1474 (1)- HETA 20 1810 (9)-10d X 1 1/2" VALLEYS CONT. 100 # PLF ( }- MTS 16 1000 (14)-10d X 1 1/2" 1 1 STRAP AT EACH END AND AT 24" O.C. ALL OTHERS AT CBS BEARING LESS THAN 1800# EACH < 1800# (1)- HETA 20 1310 (9)-10d X 1 1/2" AT CBS BEARING ALL OTHERS AT FRAME BEARING LESS THAN 1000# EACH < 1000# (1)- Ml-S 15 1000 (14)-10d X 1 1/2" AT FRAME BEARING TRUSS COMPANY MITEK LAYOUT DATE 1 0 20 CUT -SHEET DATE 1 9 20 NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. NOTES: 1 VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR W/ (4)-#9 SD X2 1/2" TO SUPPORTING TRUSS AND (3)-#9 SD X 1 1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4) TRUSSTO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 5) SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS. CALCULATE ATTIC VENTILATION CEILING = 1650 SQ. FT. 1650 1150 11 REQUIRED VENTILATION 170 L.F. OF 6 " X 18 VENTS @ 48 " O.C. = 31.88 SF / 2 = 15.9 SF AVAILABLE FOR CROSS VENTILATION 15.9 SQ. F > I 1 SQ. FT. VENTILATION O.K. PROVIDE 6" X 18" SOFFIT VENTS @ 48" O.C. 4 EAVE 3 \\ Z�\\ 3 C1,i 20� w W 3 FAVE -� —T ROBE SHEATHING NAILING ZONE nts A" = 5 FEET (TSPIGSL&FWANcnoo,YFMN-F A nEW-) ZONE ROOF SHEATHING ATTACHMENT REUI EW—NTC NAILS AT 6" O.C. PEROA TER AND 6" O.C. FIELD 2 NAILS AT 6" O.C. PE O RIME'TER AND 6" O.C. FIELD NAILS AT 4" O.C. PERIME11311 AND 6" O.C. FIELD NOTE: ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMNG WITH 8d RING -SHANK NAIL S (PER FRC8012.3.1) SPACED PER ZONE DESIGNATIONS AS SHONW ABOVE, SHEET N, MISER ii. Gr-! WALL FINISH / INSULATION NOTES 1) INTERIOR TO BE Z" DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN." THICK WITH (13 GAGE,1" LONG," HEAD; 0.09$" DIAMETER, ill LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER,15" LONG, 64" HEAD; OR GYPSUM BOARD NAIL, 0.0861' DIAMETER, 1 &" LONG, �" HEAD) SPACED AT 7".O.C. FOR VIALS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 12889 C 13253 C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE ' CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 799 C 795 C 475, C 514, C 63% C 931, C 96% C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS: OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE AFLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACED TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMES OR EQUIVALENT BAFFLE OR RETAINER IS " REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH R402.4.1.2. 5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CTM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 6) CON F ACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY" CARD IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION R401.3. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: I "' SUSPENDED SLABS: i" 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETER EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITTING OR CRACKING OR STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICES. 10) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING - SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. 11) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 12) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE W BEARING. 13) PROVIDE #5 CORNER BARS W/ 30" MIN. LAP SPLICES FOR BOND BEAM. 14) STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO OVER N IRELATH W/ 11 GA. 2" NAILS W/ s" 0 HEAD @ 6" O.C. OVER $" METAL RIB LATH @ 6" O.C. W/ (2 LAYERS OF I5# FELT OVER EACH FRAMING MEMBER). 130frOM CORD or iRl65 12MWALL (WPLL5 NW CL(4) 2X4Wf0PPLA9OR I it, X 3 9" At% BANNER 2X4W0017511ID5a2411 O,C. OR I I" X 3 A" MSf& 5TLV5 @ 24" O,C. i" DRYWALL 60111 51D7 5 (555 WALL FIND 1 N0155 POR WALL5 ADJALSNf TO 5HOMV AND fw) 2 X 4 rX. WOOD POM PLA9 OR I �" X 3 8" WEAL RUNNER W/ TAPCON5 @ 24" O.C. CONCRETE PLOMZ ION-Pk,Gi WADI. PFfAIU TWIC& 5TUCCO 5OFFIT bF l'AL RFcoviro AU6 �1 4zov SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX SPACING) ` PROVIDE 6" X 18" SOFFIT VENTS @ 8" "SIMPSON" STRAP PER TRUSS STUCCO OVER WIRELATH W/ 11 GA 2'" CONNECTOR SCH. NAILS W/ 1" 0 HEAD @ 6" O.C. OVER s" METAL RIB LATH @ 6" O.C. W/ (2 LAYERS) OF 15# FELT OVER WD FRAMING MEMBER (TRUSS TAILS). #5 REBAR W190 DEGREE HOOK Nr5... 1 STUC O CEILING PER STRUCT. NOTE# 14 (1 ROW) 8"X8" CONTINUOUS CONCRETE BEA BLOCK W/(1) - #5 BAR IN (3000 PSI) ONC. FILLED EACH CELL 8" PRE AS LINTEL W/(1) - #5 BAR IN (3000 PSI CONCRETE FILLED CELL (SEE LINTEL FOR MORE INFORMATION) 8" X 16" CMU COLUMN WITH (2) - #5 BARS VERT. FILLED WITH (3000 PSI) CONCRETE, CORNER COLUMNS ARE 8" X 8" X 16" CMU COLUMN WITH (3) - #5 BARS VERT. FILLED WITH (3000 PSI) CONCRETE STUCCO FINISH #5 REBAR W/30" MIN. LAP SPLICE FINISH GRADE — (2500 PSI) CONC, FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS VYPICA, COLUMN 5�CfION (COV , POACH) rir5.„ ON 30# Pc '5V M rl ItopI= ON 30# ev& F0 ROOF FELT ON P2" CDX ROOF FELT ON �" CDX PLYWOOD ROOF SHEATHING PLYWOOD ROOF SHEATHING j WITH 8D RING -SHANK NAILS PER DETAIL WITH 8D RING -SHANK NAILS PER `) DETAIL PRE-ENGINEERED WOOD TRUSSES g PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX SPACING) @ 24" O.C. (MAX SPACING) - "SIMPSON" STRAPPER TRUSS F "SIMPSON" STRAP PER TRUSS CONNECTOR SCH. CONNECTOR SCH. METAL FLASHING (DRIP EDGE) le -So INSULATION METAL FLASHING (DRIP EDGE) 1 X 6 CEDAR FASCIA OVER 1 X 6 CEDAR FASCIA OVER 2 X 4 WOOD SUB -FASCIA ' w - 2 X 4 WOOD SUB -FASCIA " DRYWALL (CEILING) STUCCO SOFFIT PER DETAIL" DRYWALL. (CEILING) STUCCO SOFFIT PER DETAIL (1 ROW (1 ROW) � #5 REBAR W/ 9D DEGREE HOOK ) 8"X8" CONTINUOUS CONCRETE #5 REBAR W/ 90 DEGREE HOOK 8'X8 CONTINUOUS CONCRETE BEAM BLOCK W/(1) -#5 BAR IN 8"X8"X16" CONCRETE BLOCK BEAM BLOCK W/(1) #5 BAR IN 8"X8"X16" CONCRETE BLOCK (3000 PSI) CONC. FILLED EACH CELL (MASONRY) (3000 PSI) CONC. FILLED EACH CELL (MASONRY) 8" PRECAS LINTEL W/(1) -#5 BAR #5 VERT. REBAR IN (3000 PSI) 8 pRECAS LINTEL W/ (1) - #5 BAR #5 VERT. REBAR IN (3000 P I IN (3000 PSI) CONCRETE FILLED CELL CONCRETE FILLED CELL ' IN (3000 PSI) CONCRETE FILLED CELL CONC Lr'd AT ALL DOOR OPENINGS AND (SEE PLAN FOR LOCATIONS) AT ALL DOOR OPENINGS AND (SEE P I��MIP��►NCE WINDOW OPENINGS (SEE LINTEL WINDOW OPENINGS (PEE LINTEL C COUNTY SCH. FOR MORE INFORMATION) SCH. FOR MORE INFORMATION) ST. LUCIE COUN / STUCCO FINISH STUCCO FINISH $OCC " DRYWALL (WALL) ROUGH BLOCK - 1X2 FIRRING @ 16" OR 24" O,C. CONC. CURB #5 REBAR W/30" MIN. LAP SPLICE F1 FOIL I N SULATION #5 REBAR W/30" MIN LAP SPLICE �OFINISH GRADE' `,1) ,OI I FINISH GRADE �II �11 FILE COPY _ 7 1 _ ' (1 —01 1 I (2500 PSI) CONC. FOUNDATION — (2500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SEE PLAN FOR SIZES AND SPECIFICATIONS SPECIFICATIONS TTICA, W&I 5FCTION (GAPAGF) Nr5.., 1WICAI, WALII 5�CTION W5 PAUL WELCH INC. _ MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE #114 PORT ST. LUCIE, FL 34984 PRONE (772) 785-9888 E-MAIL PWELCHINC AOL.COM - JUL- M 2020 PAUL WELCH, P.E. FT A REG NO.29945 s1u l,Ls rr_hIEIIr ruJ?sII41 r STUCCO CEMCN I FINISF - ..: , r ( :I. r l CELL . n IAflb BLOCK .,, �.. L I JAMD LL.JC C.M1J -1+4A TEIZ REaIS FAIN T COATING �: ; ,, 4 (rYP) FILLED GCL ( -LJ (SEE_WATER I RQOF1NG NOTE. #1). \ _ CIIU :WAIF RESISTANY COA1ING " _ . . .. ( WAIE.R SEE FRuO1 nIG Np1E �'i,). \.. ., ,:: • i o n Ix3 .J" •; � .II,�JO nLL.( ) SIDES � CChIIIIUUUr1INOUrlfdllC ALL 3 SIDES Ix�,I WOOD I . NuOus WOOD 1raIM tRil Wooq l S , RESISTAI+IT FLASHING�`- CORRO_IOI I . 1 f , t T S - - - `I ,, , � _ .. WOOD Bl _ Will I _L I_ I r CI ) HOTC 2' — _ P I W)OL. A A S l Y PERP LJCI< 1C, PER WATERPROOFING 1.�l I . T. vd oD l ( I I - r.R I - o f3 1 , � w rl SEALANT PER APTLY T 1 •nLTLrz 'srALnl IT cnuu<.-- � _ _ _. PER . _. � , ( _ .. AND n1�1(,1 Iurzl- � to Itiln.�nr, _ _ t ' .,- ,' AT rL 4 nl _L Ilt r. I CfZ B .1CIc_... CI?PROOFIIJc hI01F . I .AND ANCHORED TO BC rWEEhI BUCK & W I•IU _ �f-- L OW I IZnME _ _ ,. Ar1A(:IIMr:.hJl. JUIE. p,IASOI• -. - \ IRY PER 3UCIi A l IACI IMCN I 1101G. ' (SEE_ VJn1CIZPRO r l APPLY RERLMETER SEALANT CAULK ,: ( U NU NOiE/- Ehl DLI I< ,& WINDOW FRAME. CLCTWE C ..- \ __ - V. ,. \ SCC V � - - � I �. UI 1.16 ,I )iF :.(i lr CUIII�IG NOTE 5 VAIERPRO GIIG Ig01E .G SEE WArCIZ r I I C _ li (SEE. WATERPROOFING if) � Il . -- .: , COERRRO_dOTJ. fE>rsrnlT rLnsll._ � JCIOZ DOOR Jnve 1IEAUCR TO MASONRY IN WATLRPRCOrl G1JOlE 2c, / - ANCHOR Door! JAI .B nl,u) HEADER rA z TCir�= ,ucksc1>Ira MAaurAcruREs-lAFI cr Acc�a)n1E wI , r RCOICT APPR)VAL. INSTALLATION RFQUIRCMFf•iTS51RIc1 CCI DAIIr.r WIiII tinNCFncTU,L,,Iu. PRODUCT APPROVAL INSTALL.ArIGI`J'IiECaUIREIvIL-IJIS. II - RIC?R . Ll �T �,. _ ——=---_� - -- _._. SCALE: N.T. S SCALE!: I'd. r 5. . _. AN I I W OUS .r U/ > - r S _ ... OAK-1 nitLlzloR Alr, ,. .�-I .._ .� �_, _, � , A�inn_a , n. r;LQuo, I_, a wrlLx)Vv MAiJu1 of 1ulzL.r ltPJD' WA1T_R: SEAT. - - , ,nl� r PER WATERPROOT-ING FrOTE G -- rAlJI LA.,1111IC, r_WATER I IN(CJ 1C_I� �,ORUc 2 J _IIJ FUl,1:.1 hR I IJOIE )_. ( _) ri OJII_D GLL-L;, 11 ADJACENT 10 GARAGE DOOR MARbI_F SILL --�� I OPENINGSHOWN : �, 11 � �,<� GAULI< .)Cniv1 AI WINDOW IIISrAI_LAiIC)I•J AS SI IOIJIJ ,. •,� _ , SEE ) 5 ( Wn I ERPRCOFII IC M) I C �/�) .rs ;]Is.y. xw:.['),q,+fu,- ef..,i@s,. •]ri „ }... :: ......:.... :. ... —r---� '. ,, . a M}•.{ .f..Y ..,f sr .. ..,x,_.IL..a, E�t.:�•]]„ R .1� OR C,MU VRESIST JA1CR nI I l COn ltl'16 GROUT SEE WATERPRobriw IJ I F SET 511_L ITJ FULL MORTAR BCD Jz D z. rvnLL - __ s lt. Cc,u OR DE(..gRAIIVL. c.r_hlEl l rl nOu� r,UnTnJc, Ij -- 8 CJv1.IJ. FURRIiIG -TO MAsbi, l `r WALL x (SYI) WOOD JAMB 'FAS I I,,r=D r ,n ( ) LIILII Itlhll. BULL 3 EXPAPISIOiJ ANCHOR (OR .'EQUAL r 2'sQjjARP'_ WASHER SI'ACEU larit, .O.C'. Mnx, c' -- rarcnsT c� iJC_.RC1L WIND r�Ls1.>rnHr ruJ.:;ll I� � , sll Iv1 I r. STCCI. TRACT, UI�ACI,CTa 10 LC' FASIFPJED'TO WOOD " _... AS Afll1FAC IJRCIZU BY CAST CI��iL : _. . „ l R EQUAL) J)cG BU(I<.v.,% rEIZ CART\GL Ut70IZ.'MAP•.I lEn, 1 2'S 7jd _ O r_WUn ), L G I JRI_I, , —� SPECIFICATIONS (OR AS 1101"E0 BELOW) C[ J_L�u _<ML, U LLL�L. C�DU(2i - Qqi' HIGH DOOR: DETAIL (7) 5/' 99" 1 OEIG CORI(OSION RESISTAIJ I ---- HEX HEAD" LAG `C'R1S.SPAC SPACED PER l,gPllr"nC1URE1�5 '. hr_- A�ISTALV�rIQI'I rhlSTr?IJtvrfOldS I CI -.- -- -_—� WAT-EnPROOFIiu Ua � G I TES. 1: .PRIOR 10 BUCI( INSTA : , L nllc7ll TREAT 11 IE MASOIJRY; Of ENING 1111 n' CLIU WATER rZL.,IST/]LI_ T C;C)n I 1ING, )o: L WIND 0srA_ R wC31 WnLII fRM ABS( rLR, ;; w]uemwiraustismanara*aG . IIIG.GMt.. WnIfR RE_SISIAIJi _ COATING :SHALL NE APPLIED T ; . LIEU IN ACCORDANCEI�IIII' rIIE'MAfJUrnC,iL1IZI:IZ'S RE.CrOMMLIJUn,IIOh,IS: 11IE APPLIC.A1ION OF 111E CMUWAiFR RESI A T ,TIR_COAIINC S ALLINNLIDE TL rSURROIJN) 01 TI IL OPENING SELS "JAMUS `.. _ .. " HEAD) AIJD RE1UIsIJ WALLS 01 1FIE OPENING t3 MINIMUM LA(.:I1 UIRLt 1101,1. ALL CMU WATER RESISTA1,11' COATINGS SHALL Dr.— iiJmAL1_ED PRIOR 1) DUCK IhISIALL.AI101,1S. v. INSTAL[- DUC ICd c _ SO IIIA1 TI'IERE ARE TJU EDGE C,ARS L-XC,EEDII,IG 1/rS UI:_TWEEII BUCK' AND IvtA S(`IJRY. 3.: Pf210ft' 10 DUCIG IhJ`.irnl_l_A (:),I �f _. .. - i ll I APPLY 3 Ei hJofv111':IAL DIAMETER B AT).UF SE LAI\ f _ / iv n . I I BE WL..CI I iI IL.. f.il1C:1< AND .� f .11IF. MASONRY -TO PR- I - IF PASSAGE _ , _..: , _ CVCIIT 111C OF LJ,I.11D DLI II D IIIE EILICIC. COl I_t Y SFP, Ll rUGCO CEMENT rIi � N 11 ...1CL SEAL TILE CIIIIRC. 3 � � WOOU f31JC65 WI II I SC.ALnIJ T 1U I,LS IIZI(., I 1Ff T AS"A(.,E UI ll( LIID i1- ll i I - - (`:I: ENDS, : E J IIzO . UI I IL ..L.l. LND_, , AND 11IE ENTIRE EX i , Sl ICIZICR f ACE AND RJ:IUI,fJ SURFACE AC.E OF ll IL: I:II-IC.iC of InLt.. l7[:. COn If_I-1 VVI iI1 APPLIED .WATT = ', �0 r-- Fll_LED (' ;, � ,,E �. RES(Sl IVL. GUA I II I(� / sLAI_AIJ L ;. : y .jQLjID y CLL_ Alnl JAIv113, BL0 1• (TYP) r - T COATING Mil CIvIU VJf�TCR RESI�>Lnf`P . �T� NO 1 y LE PAIL FI_ASlllld(a AT C311..L.'OF VJIiIDD- -IL DOOR OrCrJlr•11,..). PAN rLA ,I IINC, SL1AI_L DE SF oEL, Nl/.� rERPIVOUFIrJ� NOTE ��) ,: F� o SLOPED IN - _ALCI) �)R A MANNER 10 C1IPtCC•T,WA1LIt lO 11-IE SARI=nCF_ 01= 11IL EXIE_RiOR WATER ��='7 ) � " C nhhlU, FOR 4. SUBSEQUENT G- , • )1 - c �+y EI T DRAINAGE, it l�f, ZPC11ZnTE PnIJ hL..A,51IItJt . A IICAD AIJIJ Sil.a_ A.. WELL,I A J F S • ` rORPLOSICiPJ R6SrSIAi�dl 1=L.ASHIIJG� ° .�; ' SIIAIJ RRO 1011 RESI. IAH1 (OPTIONAL NOT REQUIRED IF IiLM //I .> iLisiALLEI:) i NOTE 2 a a. PER wn1C,REgcc. nNc !f — _ [' n IX.5 r,1 OOD I nL.l: 3 SIDCS-C,ON „ _ a V ... E RRINU O TIhIUC)l.l.] PROVIDE GOI•I 11N000_� �/8 (jCAI) OI.'S1_AI_.nfJT Oil WINDOW Do 1IZAIiJf,'_S AT ALL ('C-I'illviErEFt 01'i fl'' % �0111 ,AIJIJ BACK, SURFACE PRIOR ,fiD WINDOW DOOR IIJSTALI_A 10I11; ;y ,cr�.^, •`-- I'.1'. JA-C TER w.in_ov. .uooR J� r _ ltn UI I PROVIDE FOAM SL AL I Il 3 WC[,I, IIIL BUCK C ()R . rEC,.JF r , I_LI AND _APLY ERIMEIzs�Alnrlr cnuL<_..—_SEE wn1Lz InNG I,I01Lflr REVIEWED FOR wJD(w DQGz i) zL n wnl_R L�,Inh1 nErluR nn �rnL n�oJ,, _rul,L ,1_I1M_lBE,IwrEpnu.< Sz WINDOW FRAME d�5) CODE COMPLIANCE seE vArrRRRoOfINGNOT vuo) 3ucl WNIIcEn_nnr PER ST. LUCIE r" (� COUNTY <• WA11:RPROOFINC NOTE 4L AIJD ANCHORED TO }.. „ _ fit- _ , BOCC • �\ 1�1A_OIIRr PER I1CIC ArfACIIMCNr IJO1C. LOC1UC 1<._A I TnC;I_IMCIV T_ Ahl(;IJt)R WILir,)f) (1ZAIvir TO MASONRY IN STRICT R .: A SHOULD BE COMPLETI_Y SCAT11) : A . c . . _ WII IL.OW FRAME E AC C,(Ab0ICE, W1 Ili" MANIIFAC fURE s Pi'ZObu(T' FOR 1 X DU(,IC.> F T iACI I 'lU C,MU WALL WI II fi ON 171E BU(,I', 114 NO INSTANCE SHALL 111E nPPls{ -- )VAL Iir.:l L.I.-AIICN REQUIREMENTS. � FP'A"F OVE .ZI IAIIIG 1-1 IF BUCK ;1/2" LOI IC CASE ' l IARDEHIED COIL HAILS A r 41 FTTOM CND`_; Al ID 12" 0.0: OR 3/16"'X 1 1/)" OR rAPCONS AT 4" FROM ENDS AIJIJ 12 0C; - - : P" I�I AL �Ei ' AND _ C R : k { 1AI'CQNs` AT 4° FROM CIIUS AND 12" U.C. WINDOW� UAM I _L C.�I�4 DETAIL --__— -- Eor�_z x<oucKs AT CII 19 CIviU WALL V✓hill;_ SCALE: N. " _-. - Ll1 2 `I j4" LONC CASE HARDENED COIL viAILS AT 4, FROM ENDS AND 12" O.0 , OR Q 3/1G" X 1/4" GhPC01JS Al 'I' rRCl1 EIJDS AND 12". O C, iy OR 1/4X 2 I/4" TAPCONS AT 4" FROM EhJDS AND 12".O.C. d LlurC,_ FOLZ DOUEIL.E R UC C ATLAQfI 1 Sl_C_C)URS iU CMU WALL: Illl:_' " WINC)UW AND •.C)OUR FEhIESTRATIOhJS SI TALL 01= IN ACCORpAiJ(L WI11I l[ ' , -. II rAIMA, / AMA! ._C) 9. ,CONTRACTOR 1 I/L, Lof'IG CASE I'IARDEHED COIL J' S � • SHALL SUBMIT FMIAA / AMA 200 9:STANDARDS yViTII PERMIT URMIT'IA O i AIL. AT I FROM CNDS-AID 12 C).C.: L R 3 1G" Y.:1 1" 2TAh / CONS A r I FROM ENDS AND 12" O.C. nsm tee, DUCKS: OR X 1 1/2". TAPCONS AT 4" FROM ENDS nID 12" O.(Al1A _C01) O:M-I. NALcOURSC— IHPRU " I OR VtjIdIDOWS, CD, AND SWING DOORS IJSC 7_x I, 2XG JY,(1 I FIRST _ . XG, 1 XTJ, Do IDLE . J kG, OR DOUBLE I xE3 15 ! i COURSE WI rl I. 2_ 'I /4' LOIJ( CASE COIL NAILS AT 4FROIvi E14DS AI`JD '12" Q.C. w�av ACCEPTABLE. - OR PAUL WELCH INC, SPRESSURE T �•_ s SEIEEI'IJUIvIL'F � ALL. L7CICLS MUST DC . REnTF_C.. „ T r " V�ECTiANICAL Ll C. _E TfiICAA. 'GiV7J_'E,NC31 � " r�l 3/I,G :X 2 I/4'TArCOIJ, Al 4 FROM EhIDS AND 12 O.C.NEEDYpy nLL ILJGL. iv(U,)T COVER, ENURE CIRC DE1 1I 1 OF TI IE DOOR wIl'fl) Av 98 S.W.: e , c I/�MD. q1� 1 �.��ntl3sr~'r�ror,�,�T.stJrr�•�•� I4 1 I X 2 1 I l AP (DcrNS AI IrRcri ❑1DE; nuD 12 O.C. _ POR x ca A(NTLIJLcIEFL.,34984 OF PHONE ET 1A1 y� (772)785=9888" FJNE1 CHINCCaF&O1:.00J47 . �rL.4T PAUL, - _ 1 [',E,: k"1,. REG. No, 213945 :•( ., I _ %(FRICIwtglgkYlid.4'fma]Nm _ J1tN:'17 2030 I