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HomeMy WebLinkAboutBUILDING PLANI Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462=1553 Certification for Design Load Compliance Project Name: BELANGER ADDITION _. Project Address: 64 AQUA RA DR. 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 Addition 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 X SUMPTI NS USED (comdiete all thataonI 1. DESIGN CODE: Florida Building Code 2017Ed`i on with 201�__ SuppiemeMs using ASCE 7-10 2. Structure Designed as (check one): Enclo�r± —Partially Enclosed T Open 3. Risk Category: _I X 11111 "IV Exposure Category; _B_C X D 4. Design Wind Velocity 165 mph 128 ASO N/A LRFD End Zone Width: 5 it 5. Mean Roof Height: 15 ft Roof Pitch: 3 12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRHaclearly label on all plan openings): 25.0 25.0 25.0 43.3 Zone 1: _39.7 Zone 2: -69.0 Zone 3: .102.1 Zone 4: -47.0 Zone S: -58.0 3.3 Garage: N/A 7. Design Loads: Floor: 40 PSF Roof/Dead: 5 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 S. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes 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. Lucie I tance to the design Planning & Development Services Department I Building & Regulations Division r+, Product Review Affidavit Building Permit # Owners Name BELANGER ADDITION Applicant: Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure HR-51 o Number NOA# 16-0612.14 Type IMPACT # 10 X 1 3/8" MIN. EMBED SCREWS AT 4" / 15" O.C. MAX SEE ELEVS. +60/-70 P.G.T. Windows Mullions N/A Fixed Glass Block Glass Skylights EP.G.SGD-770 NOA# 16-0629,06 IMPACT #12X 1 1/4" MIN. EMBED SCREWS AT Y / 14" O.C. MAX SEE ELEVS: +/-60 Sliding Glass Doors N/A Swing T pe Doors French Doors Garage Doors Hurricane Protection 4N/ASHINGLE fVentilation fing Material F VULT I kvr, VULT 194 oWENS CORNING OAKRIDGE FL# 10674.1 FASTENERS PER DETAIL ON PLAN (6 PER 3 TAB) Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. DWftily.mmL by PAVI WELCH P.E. PAUL WELCH P E: 11crPAU==C`1N6 a—COM.c=°s Name: PAUL WELCH P.E. Signature: .,MI.A3.1414 6°' PAUL WELCH INC. 29945 Date: ON PLAN Design Prof: Cert. No. s County. I also certify that structural elements depicted on these plans provide adequate res s WINDOW /DOOR SCHEDULE forces specified: 29945 / 5115 Paul Welch P.E. - MARK SIZE./ TYPE Print Name Cert # & Co. Cart Auth. ) 52" WIDE X 49" HIGH HORZ. ROLLER WINDOW Paul Welch Inc. - 2 72" WIDE 80" HIGH SLIDING GLASS DOOR S 72" WIDE X 80" HIGH CASED OPENING _ ON PLAN 8/15/2017 1984 S.W. Biltmore Sr Suite #114 Port St, Lucie, FL 4 140" WIDE X 80" HIGH CASED OPENING Signature, Date, and Seal Company Name & Addr-ss - S DBL 24" WIDE X 80" HIGH SLIDING BARN DOOR E EXISTING WINDOW OR DOOR i - el/ "/- P'npr E�i�T- { %TIAJ & N►a�cla IgTI PI-rcN vim el F-r04P to lr Tduc>�rim 1 �`:.J�o41JIh6d r Ilk Q; Et4 ------_f0e'� .\ I mvieNb'Yw \ � 6 u 149 poP � �!5 .1T N [:r' ) 1 y ro N &TC \\V -00,0 pwpaG eteva-ner✓ Ae I __✓ d " " �, �.l' ! 4O�+„! 3 Ik"SCALE _ A. r�l��o aroC ItJ I},JC FIrJIhH I NGlO+�+o, rFE Lt T 4:D15)F— � I E'VA 110 'I'/11a"S[1l FFF3�a2.1 / fly, IS -I l N a'I huarlN T O �o SCOPE OF WORK CONSTRUCT NEW CARPORT & REAR ADDITION PER PLANS AS SHOWN THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2017 FOR EXISTING BUILDINGS, -- NOTES: 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2014 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA' 70) 201Jr EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2017 FOR EXISTING BUILDINGS. /gy1' A4az/6 iVA.tL 6 L% ,A61L ",A _. MAR 2 8 Permitting Department (� St. Lucie Count — -mil ST. LUCTE COL7TY BUTILD SION REVIEWED FOR COMP REVIEW D BY DATE c161/0 PLANS AND PERMIT MU I' BE KEPT ON JOB OR NO INSPECTION W L BE MADE, THESE PLANS AND ALL PROPOSED WORK ARE SUNECT TO ANY CORRECTIONS REQUIRED BY MILD INIPICTORS THAT MAY 81 N10111ARY IN ORDIR TO 40M11V WITH ALL APPWAIJ 00911r I. CONCFAIED FASTENERS OR A17ACHhtM ARE THE RESPONSIBM. OF THE CONTRACTOR OF RECORD 'AIL COPY TABULATION EXIST. LIVING 1,176 Sq. Ft. NEW LIVING 262 Sq. Ft. CARPORT 480 Sq. Ft. Sq. Ft. TOTAL 1,438 Sq. Ft, PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING - i984S.W. B/LTMOREST. SUITE°# ;I1'4 PORTSr LUCIE, FL 34984 PHONE (772) 785.9888 EMAIL PWELCHINC@AOL CONI PAUL WELCH, P.E. FLA RE'G NO.29945 MAR 2 3 2018 o �^ A ze AWy zG Go Wb r J b r J a 1 W I �a M�M � h� d' STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 1 1/1" SUSPENDED SLABS: I Vi" 5) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 6) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMTTED. 7) UNLESS OTHERWISE NOTED, THE INSTALLATION OFSPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES, 8) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING - SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. 9) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH lOd OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 10) STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO OVER WIRELATH W/ I1GA. 2" NAILS W/ 3/8" 0 HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. W/ (2 LAVERSOF 15# FELT OVER EACH FRAMING MEMBER). 11) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 318" O HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" COX PLYWOOD WITH IOD NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. 12) WEEP SCREEDS. A MINIMUM 0.019-INCH (0.48 MM) (NO.26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WATER -RESISTIVE BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. we pf 0 '© w WALL FINISH / INSULA ION NOTES 1) INTERIOR TO BE 1/a" RYWALL FINISH. 2) ALL INTERIOR GYP UM BOARD TO BE MIN. t1/a" THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; .098" DIAMETER, 1 'MV LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086 DIAMETER, 1 5/8" LONG,15/6411 HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMET PIR,1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SC tEWS. 3) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAI 1450. 4) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION O NOT GREATER THAN 200. 5) ALL EXPOSED INSU ATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL R ADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPO ED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 6) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, 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 7) 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 ATTIC SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 45 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL E IN ACCORDANCE WITH FLORIDA BUILDING ODE 2017 ENERGY CONSERV TION RESIDENTIAL. 2) ATTIC ACCESS DO O S OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SI ACES SHALL BE WEATHERSTRIPPED AND INSULA D-T A LEVEL EQUIVALE T TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOE FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PI OVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM PILLING INTO THE LIVING SPACE. 3) THE BUILDING THE tMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCO ANCE 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, SKYLIGI ITS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RAT OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS Pi O MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AN LABELED IN ACCORDANCE WITH R402.4.3. 6) CONTRACTOR SHA L PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDA110E WITH FBC 2014 ENERGY CONSERVATION R401.3. _�y" 4441.4 19 5)f tl/ rvl 'p/I4 _ - , ECTRICAL NOTES - 1) ALL ELECT ICAL W RK SHAL RE IN ACCORDANCE WITH THE NEC (NFPA 70) 201 4EDITI N. 2) A MINIMUM OF;75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANE LY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFA Y LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIG-EFFACY LAMPS) 3) RECESSED IGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIOD ED AND UNCONDITIONED SPACES. 4) SMOKE DE ECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT Ci- CUIT 5) SMOKE DE ECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL EXISTMG BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING VERIFY. 6) SMOKE DE ECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 7) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: F kMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 8) PROVIDE GI tOUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- VOLT, SING _ E-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF AD Y SINK. 9) CARBON MI NOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS 10) PROVIDE T MPER RESISTANT RECPTICLES PER NEC REQUIREMENTS: 11) TIE ELECT ICA L INTO EXISTING ELECTRICAL SERVICE. ELECTRICAL LOAD CALC'S PER NEC 1438 S.F. @ 3 VA 4314 VA TWO 20A APPLIANCE CKTS 3000 LAUNDRY 1500 DRYER 5000 RANGE 12000 WH 4500 DW 1200 WP UB (OPTION) 1200 RE RIG 1200 IRR; PUMP (OPTION) 1800 MISC 5000 TOTAL 40714 VA FIRST 10 KW @ 100% 10000 REMAINDER (a3 40% 12285.6 TOTAL 22285.6 A/C HEAT P 100% 12000 TOTAL 34285.6 VA 1 = 142.8567 AMPS XISTING 200 AMP SERVICE Jr - FOUNDATION SCHEDULE F-1 18" P X WIDEA500 PSptONCptTE MO,DIdLIT[31IC �) A, F TING / (3)- # ARS C NT US ✓' F-2 8" EP 8" W16E (250 PSI)) CONCC TE F OTIii W/,(1)- #5 BARS C,6NTINiJOUS NOL IC JA F-3 36" X 36" X 18" DEEP PAD FOOTING CENTERED AT POST W/ (5)- # 5 BARS EACH WAY EQUALLY SPACED F-4 18" DEEP X 16" WIDE (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (2)- #5 BARS CONTINUOUS S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6"/ 6" 10/10 W WM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL S-2 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR V/ 6" 10/10 WWM OVER EXISTING CONCRETE SLAB B-1 #5 BARS X 12" LONG DRILLED OUT & EPDXIED WITH 6" MINIMUM EMBEDMENT @ 24" O.C. ALL AREAS ADJACENT TO EXISTING FOUNDATION CONCRETE FOUNDATION NOTES I)SLAR J FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS, 2)MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" SUBGRADE PREPERATION NOTES 1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOIL AND FOREIGN MATERIAL REMOVED. 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB, 3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED. 4) AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY AS DETERMINED BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT A FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. J5) SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITHASTM D-1557. 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. pA ll" tAvv its PAUL WEI.CHINC. / MECHANICAL ELECTRICAL CIVIL ENG/NEE 1984 S. W BILTMOREST. SUITE# f f4 PORTST. LUCIE, FL 94984, PHONE (772) 785- 9888 E-MAIL PL4 L'CHINCOA APR 0 3 2018 PAUL WELCH, P.E -FLA REG NO.29945 4 �o V m 2 X 4 "X" BRACING AT RIDGE AND / 6 FEET O.C. EACH SIDE OF RIDGE (3)- 16d NAILS (TYPICAL)- \ I X 4 SPRUCE OR BETTER LATERAL BRACE AT 6 FEET O.C. FASTENED TO TOP OF BOTTOM CHORD OF TRUSSES WITH 2 - 16d NAILS EACH, AT GABLE END TRUSS AND 4 TRUSSES BACK CEILING PER PLAN I' I P.T. 2 X 8 CONTINUOUS WITH %a" LAG BOLTS AT 24" O.C. WITH 2" X 2" X 1/8" WASHERS REINFORCE EACH VERTICAL _ MEMBER OF GABLE END TRUSS WITH 2 X 4 T- BRACE WITH 16 D PLAN VIEW T-BRACE NAILS AT 8 INCHES O.C. GABLE END DETAIL nts... # ROOFING / UNDERLAYMENT PER FLAN 19/32" ROOF SHEATHING I ALUM. DRIP EDGE IX P.T. WOOD FASCIA SOFFIT PER DETAIL V 2X4 LADDER FRAMING AT 12 INCHES O.C. — GABLE END TRUSS STUOf"PER STRUCTURAL NQ GABLE END FASTENED TO — SLEEPER WITH 16 D COMMON NAILS AT 12" O.C. STRAP GABLE END TRUSS WIT — SIMPSON" LSTA 15 AT 48 O,C; WITH (12),— l Od X 1 Ys" NAILS j --- TOP PLATE ROOF SHEATHING NAILING ZONE ats... "A" = 5 FEET (TYPICAL GENARICROOFPLAN `TL4N VIEW'% ZONE ROOF SHEATHING ATTACHMENT REQUIREMENTS 01 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZO NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ® NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE: ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER RRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHONW ABOVE. 3TUCCO OVER WIRELATH W/ I IGA, 2" 1ATLS W/ 3/8" 0 HEAD (chi 6" O.C., OVER 1/8" METAL RIB LATH @ 6" O.C. iW/ (2 �,AYERS) OF 15# FELT OVER WDI FRAMING MEMBERS (TRUSS TP DES). ?RQVIDE 61)X 18" SOFFIT VETITS @ 48" ).Cl TAIL n TRUSS ID BEARING POINT TRUSS ACTUAL '; CONNECTOR € CONNECTOR FASTENERS ..........................g...............................................- ......................................:..................................................................................:............ i UPLIFT ID UPLIFT DESIGN .......................:........................... ..................................1& T2 a.................... I........................ i.................................. •...... o-................... .......................................... ...................... EACH................................1290......................_�1�: HTS 20....,....................1450................:�20).-10d......................... .. CONT. 267 PLF ( ) HETA 20 1810 (9)-10d X 1 1/2" GE1 ........... ..................................................... ......................... .................. ............. ........... ................. ... ................ I ........................ .................... j 1 STRAP AT EACHEND AND AT 48" O.C. ...............: VALLEYS .............«. ... ................. .. CONT. 200 # PLF ( ) MTS.16 1000 :(14) 10d X 1 1/2" . ..... ....... ............... 5.............. ..... .................. ... I STRAP AT EACH END AND AT24" O.C. T.... ...................4............................ TRUSS COMPANY ........................................ . ........."........................ ....... ........ ........... .................... . KOST LAYOUT DATE 8 24 2017 CUT -SHEET DATE 8 24 2017 ................. ,............ ...... ............ i........................................a............................................................................................ ...... ..................... :.......................................... L...........................................:.........................................:...:...:......................................:..........................._..........:....... NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. ................ ........................................... TRUSS NOTES: ......... ................... ................... ....................... ........................ ......... ............................ ....... ............................. ........... .......... ....................... .... I) ALL ROOF TRUSSES O BE DESIGNED BY TRUSS COMPANY'S ENGINEER. ............................................................................................................................................................................................................................... ?) CONTRACTOR TO PF OVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED .....................................................................................................................................................................................................................................................0................ TRUSS DRAWINGS E EFOR INSTALLING TRUSSES. 3) CONTRACTOR TO V RIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, ......... .. .................................................................................................................................................. ...................................................................... AND INSTALLING TR SSES.I-- ........... ..................... .............................. ........... .............. ................. __....... .......... ........................................... 0 TRUSS TO TRUSS CO ....................................... ............ .............................. NECTIONS TO BE PROVIDED BY TRUSS COMPANY. PER FlP 10674.1 USE 6 ILS PER SHINGLE PLACED AS SHOWN ABOVE (B). ENSURE THAT NO NAIL IS WITHIN 2" OF A JOINWCUTOUT OF THE UNDERLYING SHINGLE. SEAL DOWN EACH SHINGLE AT TIME OF APPLIC kTION WITH THREE 1" DIAMETER (APPROX. SIZE AND THICKNESS OF A QUARTER) SPOTS OF ASP iALT PLASTIC CEMENT PLACED UNDER THE SHINGLE 2" ABOVE THE BOTTOM EDGE AND EQUAL Y SPACED ALONG THE SHINGLE.APPLY PLASTIC CEMENT IN MODERATION SINCE EXCES IVE AMOUNTS MAY CAUSE BLISTERING. CAUTION: SHINGLES SHOULD SEAL TO THE UNDER LYING COURSE WHEN THE FACTORY APPLIED ASPHALT SEALANT IS SUFFICIENTLY W D BY THE HEAT OF DIRECT SUNLIGHT. S14TNGI E NAILS SHALL BE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 OR 12 GAUGE, WITH AT LEA ST 3/8" DIAMETER HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD OR 3/4" INTO BOARDS. UNDER AYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES UNDER AYMENT SHALL BE APPROVED 30#! ROOFING FELT. UNDERLAYMENT APPLICATION. COVER THE DECK WITH ONE PLY (PROVIDE 2 LAYERS FOR ROOF SLOPES UNDER 4:12) OF UNDER _AYMENT LAID PARALLEL TO THE EAVES, WITH 2" HORIZONTAL LAPS AND 4" END LAPS. APPLY qETAL DRIP EDGES ON TOP OF ANY UNDERLAY ALONG RAKE EDGES AND DIRT �TLY TO THE DE CK ALONG EAVES IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS. FLASH G SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE MAIER IALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROU JH THE ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDI 40 CODE FLASH14G SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE S A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLAS G IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT LESSTI IAN PROVIDED IN FBC TABLE 1503.2. THIS REQUIREMENT DOES NOT APPLY TO I W AND RIDGE CTIONS. ALL RC OFING INSTALLATIONS S14ALL BE IN ACCORANNCE WITH FBC 2017. GABLE END AIL -v 00 r O ti 1 00 N 26'2" GE1 l F r r l F / r r O O CV 26'2n I'a"�i�Lc ---- PAUL WEI.CHINC . MZCHAN/CAL ELECTRICAL C/V/L ENGINEERING 1r984S-W. B/LTMORESr.. SUITE# f f4 PORTST. LUCIE, FL 34984. IS M PHONE (.772) 785-9888 E•MALL- PWEL'CHINCLeAOL. COM MAR 2 3 2018 PAUL WELCH, P E. FLA REG NO. 29945 RL MAR 2.8 . Permitting Departn St. Lucie County � IIi;lii —PLYWOOD Wes.. SHEATHING II II GRADE D FELT PAPER (APPLIED LASR) PROVIDE BEAD OF SEALANT 3/4 FROM EDGE OF OPENING UNDERFELT APPLY FELT TO EXTERIOR OF Ir OPENING AND FOLD FELT OVERIAMBS ` WBIOW OPENING 1 I Ifi . GRADE D FELT PAPER SILL PANNING WR" OVER � OVER WRA4'OVER LAP SBLL PANNING 4" PROVIDE ii I j BEAD OF SEALANT'/4" FROM EDGE ', OF OPENING UNDER FELT I GRADE D FELT PAPER APPRON (APPLIED IST) ii I 1 i. 9" WIDE CONTINUOUS UNDER SILL PROVIDE I !� 1OF SEALANT'/4" FROM EDGE oFQpaWq%;FELT a prd, SEE TYPICAL 4X4 POST DETAIL FOR ADDITIONAL' INFORMATION EXISTING ROOF TRUSSES -- CUT BACK GABLE TRUSS AT BEAM LOCATION PROVIDE 1/2" PLYWOOD SHEATHING ONE SIDE OF EXISTING GABLE END TRUSS WITH 12dNAILS AT 4" O.C. TOP AND BOTTOM CHORDS 4 T. _ PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX SIMPSON STRAP PER TRUSS CONNECTOR SCH. SIMPSON LCE4 @ CORNER POSTS WITH (24)-16d NAILS) SIMPSON LSTA I8 W/ (14)- 10d NAILS AT CORNER POSTS (1) PER HEADER DOUBLE 2X12 WOOD HEADER WITH %:" CDX PLYWOOD SPACER GLUED AND NAILED W/ 16d NAILS AT 8" O.C. STAGGERED FLASH AND COUNTER FLASH BOTH SIDES SHAPSON" HDU2-SDS2.5 WITH (6)- SDS 1/4" X 2 1/2" AND (1)- 5/8" X 12" EMBED ANCHORBBOLT DRILLED OUT AND EPDXIED EXISTING 8" CMU WALL EXISTING CMU WALL YI6=rr �yl: !Yl BEAM TO WALL DETAIL AT CARPORT nts... I " SHINGLES OVER 30 # FELT ON / 19/32" CDX PLYWOOD SHEATHING NAILED W/ 8d AINGSUA XTr7 MAILS DRn HEADRE R SPAN 3'•0" d", " 9' 0" 12r•0n 15,-0n nu,, DETAIL ' il NUMBER' OF FULL LE TH STUDS EACHMOMMM 1 2 1 1 3 1 3 3 PRE-ENGINEERED ROOF TRUSSES24" O C IMME,lt OF HEADER STUDS SUPPORTING END OF HBADRA : I I j 1 2 2 9 2X4 CRIPPLE STUDS AT 16" O.C. WITH "SIMPSON" LSTA 18 WITH (14)- 10d NAILS PLYWOOD WALL SHEATH M GRADE D FELT PAPER 11 ` PROVIDE BEAD OF SEALANT 3/4" iI FROM EDGE OF OPENING UNDER FELT APPLY FELT TO EXTERIOR OF OPENING AND FOLD FELT OVER IAMBS ; DOOR OPENING DOOR OR WINDOW OPENING iDBL 2X4 SILL I (WINDOW ONLY) 2M STUDS AT W O.C, (WINDOW ONLY) II 5. I`._-T± 1r I 1 1 I •- _TM'ICAI4 ''IL FAR DETAIL ut:... I✓T'A�, gts... USED IN LIEU OF GRADE D FELT. SHINGLES OVER 30 # FELT ON 19/32" � CDX PLYWOOD SHEATHING NAILED W/ 8d -- - RINGSHANK NAILS PER DETAIL PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX SIMPSON STRAP PER TRUSS___ CONNECTORSCH. SEE TYPICAL 4X4 POST DETAIL FOR ADDITIONAL INFORMATION ALUM. DRIP EDGE 1 X 2 P.T. WD.FASCIA OVER IX6 P.T. WD. FASCIA DOUBLE 2X12 WOOD HEADER WITH ...>•-"'�y %s" CDX PLYWOOD SPACER GLUED 2X4 WD. SUB -FASCIA -- AND NAILED W/ lb 11 MAX d NAILS AT 8 O.C. STAGGERED BOTH SIDES SOFFIT PER DETAIL — �� --- I P.T. 4X4 WOOD POST DOUBLEHEAD R — - SIMPSON ABU44 WITH (12)- 16d AND WITH /z CDX PLYWOOD STUCCO CEILING; (1)- 5/8"m X 12" ANCHOR BOLT SPACER GLUED AND NAIL D STUCCO OVER W/ 16d NAILS AT 8" O.C. WIRELATH W/ I IGA. 2" tc EXISTING ROOFING / ROOF SYSTEM STAGGERED BOTH SIDES NAILS W/ 3/8" 0 HEAD @ 6" O.C. OVER 3/8" METAL EXISTING CONCRETE BEAM SIMPSON AC4 W/ (28)-16d NAILS EACH POST TO RIB LATH @ 6" O•C. W/ (2 LAYERSOF 15#FELT - - #5 BAR DRILLED OUT AND EPDXIED HEADER (USE SIMPSON LCE4 @ CORNER POSTS WITH (24)- `/ OVER H FRAMING MEMBER). TO EXISTING BEAM WITH 6" 16d NAILS) MINIMUM EMBEDMENT (EACH SIDE) j SIMPSON LSTA 18 W/ (14)- 10d J1 8"X8" CONCRETE COLUMN FORMED NAILS AT CORNER POSTS (1) / AND POURED WITH (0- #5 VERT. PER HEADER \\ REBAR IN PSI) CONCRETE ER FILLED UNDER NEW POST LOCATION J!/ P.T. 4X4 WOOD POST STUCCO FINISH (EXTERIOR) #5 REBAR W/ 30" MIN. LAP SPLICE #5 BAR DRILLED OUT AND EPDXIED SIMPSON ABU44 WITH (12)- TO EXISTING SILL WITH 6" 16d AND (1)- 5/8"m X 12" MINIMUM EMBEDMENT ANCHORBOLT EXISTING CONCRETE FOOTING - �,• � �... t-------�--.---`- FINISHED GRADE ; ; (2500 PSI) CONC. ! bl i FOUNDATION (PER SCH) WALL DETAIL "A" ut8... TYPICAL 4X4 POST DETAIL"ts... EXISTING FRAME WALL SEE TYPICAL 4X4 POS' DETAIL FOR ADDITIOI INFORMATION 4X4 WOOD POST ALL CONNECTIONS, BEAM ECT..TO BE AS PER. TYPICAL 4X4 POST DETAIL iUNTER CNN )NC. )N (PER SCH) POST DETAIL AT STORAGE CLOSET "ts... APR 0 3 2018 m PAUL WELCH INC, o MECHANICAL ELECTRICAL CIVIL ENGWNEER/N W a" f984S.W. BWLTMORESr SUWTE# f f4 > � FORTST. LUCIE, FL 34984. Im o 0 PHONE (772) 785- 9888 E=MfIWL FWEL'CHWNCC&AOL. f a w FAUL WELCH, P-E.-.FLA REG NO.29945 a 3 — V)