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HomeMy WebLinkAboutPLANSLEYDI Y. HERNANDEZ & YEIMY L. CRUZ RESIDENCE FORT PIERCE, FL PROPOSED RESIDENICE FOR: 5402 HICKORY DRIVE FORT PIERCE, FL 34982 LOT 2 - BLOCK 58 - I N D IAN RIVER ESTATES UNIT 8 BUILDING DLPAF PRODUCT APPROVAL SUBMITTAL DATA _ OPENING SCHEDULE: EXTERIOR SWING DOORS 0VPr. � V.AD DOORS, SLIDING GLASS DOORS, FIXED GLASS, AND WINDOWS OPENING PRODUCT DESCRIPTION MODEL MANUFACTURER GLASS ATTACHMENT METHOD H NT ME D PRODUCT DESIGN BUILDING DESIGN PRODUCT ID. NUMBER DESCRIPTION TYPE, SIZE, SPACING &EMBEDMENT PRESSURES (PSF) PRESSURES (PSF) APPROVAL N0. OVERHEAD 824/811 DAB N/A Sii6" X 1-%" LAG SCREW (ONE PER BRACKET) +36.0 -44.0 SEE ELEVATIQNS NQA# 17-1018.12 GARAGE DOOR 185SH WINDOWS NON -IMPACT die' X 1-Y4" MIN. EMBED. TAPCONS AT 2"/16" O.C. +/-60.0 SEE ELEVATIONS FL# 17499.2 WINSH DOW AND DOORSMI C FIXED 185PW, MI WINDOWS NON -IMPACT 34s X 1-Y4" MIN. EMBED. TAPCONS AT 6"/18" O.C. +/-60.0 SEE ELEVATIONS FL# 15349.1 WINDOW AND DOORS O SLIDING LASS SOD 120 MI WINDOWS NON -IMPACT EMBED. TAP4CONS AT 6"/16" O.C. +/-55.0 SEE ELEVATIONS FL# 22401.3 DOOR AND DOORS SOLID CORE SMOOTH -STAR THERMA-TRU N/A Y4" X 1-Y4" MIN. EMBED. TAPCONS AT 4"/14" Q.C. +/-50.0 SEE ELEVATIONS FL# 20468.4 DOOR F 6080 SMOOTH -STAR THERMA-TRU IMPACT Y4" X 1-Y4" MIN. EMBED. TAPCONS AT 6"/14" O.C. +/-50.0 SEE ELEVATIONS FL# 20468.9 DOUBLE DOOR © GLAZED SINGLE SMOOTH -STAR THERMA-TRU IMPACT Y4" X 1-Y4" MIN. EMBED. TAPCONS AT 6"/14.5" O.C. +/-50.0 SEE ELEVATIONS FL# 20468.10 DOOR MODEL ATTACHMENT METHOD PRODUCT DESIGN BUILDING DESIGN PRODUCT PRODUCT DESCRIPTION NUMBER MANUFACTURER TYPE, SIZE, SPACING & EMBEDMENT PRESSURES (PSF) PRESSURES (PSF) APPROVAL NO. SHINGLES ROOF HERITAGE TAMKO ROOFING NAIL PER ROOFING NOTES SHEET A5 VOLT: 194m h P VOLT: 150m h p NOA i6-0831.02 # VINTAGE SHINGLES (6) PER 3 TAB HURRICANE SHUTTERS SAFETY EDGE TOWN AND COUNTRY Y4' ALL POINTS SET x 36" EMBEDMENT AT +/-54.0 SEE ELEVATIONS FL# 12856.2 (STEEL 28 G.A.) 12" O.C. OR Yap x 1-Y4' EMBED. PANELMATES AT 12" Q.C. INDUSTRIES SOFFIT COVERING TO BE BUILT ON -SITE USING: 3/8" HI -RIB SELF FURRED EXPANDED METAL LATH WITH "K-PAPER" BACKING (CEMCO; 3.4 LBS/SQ. YDS, MEETING ASTM C847) FASTENED NOT +28.0/-37.0 NOT APPLICABLE SOFFIT COVERING STUCCO STUCCO TO EACH ROOF TRUSS WITH #8(MIN) x 1 1/4" PHILLIPS PAN/TRUSS HEAD SCREWS (18-8 S.S. APPLICABLE (WALL ZONE 5) (D 4 & OR GALV. ASTM A307 STEEL) SPACED 5" O.C. MAX (2 SCREWS PER EA. SQ. FT. OF LATH). R70316 5/8" THICK MIN. CEMENT STUCCO MIXED AND APPLIED IN CONFORMANCE WITH ASTM C926. MULLIONS CM-18531 Mi WINDOWS Y4' X MIN, EMBED. TAPCONS (4 PERR CLIP) +/-69.1 SEE ELEVATIONS FL #15353.8 AND DOORS 1. ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT OR PROVIDED WITH SHUTTERS. 2. 2. MAIN EGRESS DOOR MUST BE IMPACT RESISTANT. 3. ALL GLASS SHALL HAVE A U-FACTOR LESS THAN OR EQUAL TO 0.40 ABD SHGC LESS OR EQUAL TO 0.25. z 4. WINDOW AND DOOR FENESTRATION SHALL BE IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED. I HAVE REVIEWED THE ABOVE PRODUCT APPROVAL INFORMATION AND APPROVE IT. NAME: PAUL WELCH P.E. CERTIFICATE NUMBER: 29945 L 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: 1 Y2" SUSPENDED SLABS: 1 X" 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS 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 OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES. 10. LINTELS SHALL HAVE A MINIMUM 4" BEARING. 11. PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 12. STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO OVER WIRELATH W/ 11GA. 2" NAILS W/ 3/8" 0 HEAD ® 6" O.C. OVER 3/8" METAL RIB LATH ® 6" O.C. W/ (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER). 13. EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD ® 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS 0 6" O.C. PERIMETER AND FIELD. 14.. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. WALL FINISH/INSULATION NOTES 1. INTERIOR TO BE Yt" DRYWALL FINISH. 2. ALL INTERIOR GYPSUM BOARD TO BE MIN. THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 X" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 15/64" HEAD; OR GYPSUM BOARD NAIL, 0,086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS 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 1288, C 1325, 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 & FRO 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 FRO 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 FRO, 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 A FLAME 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. Planning & Development Services Department a Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982-(772) 462-1553 Certification for Design Load Compliance Project Name: HERNANDEZ -CRUZ Project Address: 5402HICKORYDR _ 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 ASSUMPTIONS USED: Icomolete all that applyl 1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open 3. Risk Category: _ I X II_III_IV Exposure Category: _B X C D 4. Design Wind Velocity 360 mph 124 ASD N/A LRFD End Zone Width: 5 it S. Mean Roof Height: 15 Tt 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 openings): 19.3 19.3 19.3 33.6 33.6 31.8 Zone 1: -30.7 Zone 2: -53.5 Zane 3: .79.1 Zone 4: -36.4 Zone 5:.44.9 Garage: _41.5 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 8. 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 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 ON PLAN 5/22/2019 Signature, Date, and Seal 9LCCUV Form 4Ulu-12 Kevised 3/1S/12 (11) Print Name Paul Welch Inc. Cent # & Co. Cart Auth. 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address GENERAL NOTES 1. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ETC. 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 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION. 5. RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRO 301, 6. ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2017 FOR EXISTING BUILDINGS. PLUMBING NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2. DWV 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 PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN '/4" 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. ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2. A MINIMUM OF 75% OF THE LAMPS 1N PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH -EFFICACY LAMPS). 3. RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4. SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT. 5. SMOKE. DETECTORS TO BE LOCATED AS SHOWN. 6. SMOVF DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTI':'.".:EES ALL SMOKE DETECTORS IN THE RESIDENCE. 7. PROV'i = BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAM4. ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDFC:,MS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROO,,AS PER FBC AND NEC REQUIREMENTS. 8. PROV!':. GROUND -FAU LT CIRCUIT INTERRUPTER PROTECTION - EC ON FOR ALL 125 VOLT, SINGL L -PHASE 15 AND 20 AMP CIRCUITS SERVING: BATHROOMS, GARAGES, KITC''u:5;, ACCESSORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINE. 9. CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 10. EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 11. PROVIDE TAMPER RESISTANT RECEPTACLES PER NEC REQUIREMENTS. 12. TIE ELECTRICAL INTO EXISTING ELECTRICAL SERVICE. 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 SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED 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 CFM 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. CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION R401.3. GARAGES FLOOR SURFACE 1. GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. 2. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. DOWEL ROD REPAIR NOTES IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE (NO CLOSER THAN 33'4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS). REMOVE DUST PER MFG,S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY -TIE. 0009 AiNf10C 31om as 30NVII IdW00 3000 80:1 03MMA3Li FI DRAFTING SERVICES AN IMPS. 1. PHONE: (772) 237-7942 M o O QQ�A A P z A d A � a U 0 0 oQa U U � a A wM C4 F A � 0 Q, 0 z4 W U z 00 W A � W v` h�l N x F a N V1 A�, �)x>�w Uo0 �A U°UU W > NUp W"8� ®A U U U ° I� I z N N ° 11 a W x C DPY VIE E[5 FOIE E CC MPLIANC LUCIEE CO�U,N B CC�.(V LP PAUL WELCH INC. NIECH-ELEC-CIVIL ENO 1984 SW sII-TMORE ST. #114 PORT ST LUCIE, EL 34984 PAUL WE H, P.E. PLA R CT. No. 29945 JAN 2 0 2020 Date: SCALE: N.T.S. JOB No: _519-0103 \. / 'Zazb I I d- HB-j —Q" 1 26'-3" 17'-6" 36"x36"x24" DEEP (2500 PSI) 1'-0" 12 6' 2'- 2" 2'- 10" 1'-8" 2'-8" CONCRETE PAD F w/ (3)-#5 BARS Y EACHH WAY (TYPICAL OF 2) F HB cv L -1 F9 Al L Rol 1 101■ — F9 - ■ F1 A - J Itl■ ■ 13'-6" At -14'-0° I r I _4" F8 Al co " I . RECESS SLAB 4 F5 At BELOW FINISH FLOOR - ■ 7'-3 " 6 5'-6 Al .. _ _ . .. ■ Al I . — I — — — — F5 Al I I F1 Al II ■ ■ ■ ■ ■ ■■ ■ z x I I #5 VERT DOWEL REINF. 0 �` / A; 00 �, v d �r I ALL WALL OPN'N/JAMB AND ■ 14'-0" O.C. MAX (TYP.) 36"x36"x24" DEEP I i Al F5 ■ 'b pip ■ (2500 PSI) CONCRETE ■ ql i I �4r PAD FOOTING WITH (4)-#5 BARS EACH WAY ■ iv ���f� — I Alk :r ALIGN w/ROOF TRUSS GIRDER ■------- ■ ■ ■ IN ■ (SEE L J TRUSS LAYOUT PLAN FOR ALIGNMENT) IN F5 Al" —i ■ 0 5'-7 17'-0" In ■ I I IN a II Fl Al a�9 iti 11 RUN CONOUIT FOR ° ° ELECTRICAL TO ISLANO ■ p'-p" ° F1 Al 9� TOP OF SLAB I I■ II FB Al ■ I 15°-7Y" 4'° ■ F6 4" THICK SLAB (2500 psi min.) i L— — — Al — — — — REINFORCED w/ 6x6 - W1.4xW1.4 WOVEN WIRE MESH (OR FlBERMESH) ON 6 MIL VAPOR BARRIER OVER F7 Al ✓ _- - — — - - - - — — — — — — - -_- - — — CLEAN 95% COMPACTED TERMITE TREATED PREPARED SUBGRADE (SEE SHEET-T1) ° ■ I Lu TYP, 8" CONCRETE I 8'-11 ■ BLOCK WALL I (SEE SHEET-A5/DETAIL 1) I IIIII A6 I ■ �s, I IIIII a ■ AlI I AHU ■ I IIII � I l l PROVIDE ■ I I F5 -1 DRIPPAN AND DRAIN LINE TO EXTERIOR I L� -1 FOR ■ -I I- 1 AHU AND WH no ■■ �� 1 Al ■ a -1■ Al — —I L rt ---- ------- -- -- ■ mi ■ ■ ■ on ■ I ■■ ■ ■ ■ ■■ — — — 10 Al , Fi0 Al Al ■ d' e0 io HB — — ■ ■■ ■ ■ 4'-0"W x 14'-0"LONG 4" THICK MIN. POURED CONCRETE UTILITY SLAB WITH 6x6-Wl.4xl.4 WWM I I■ Ld _L F2 Al It 1 /8 /FT. F3 Al SLOPE N o (1: 12 MAX) ■ ® I M gyp- RECESS SLAB 4 BELOW FINISH FLOOR ■ I I7 i0 ■ 14'-7" 10'-8" 10'-6" 21'-0" to _1 "Ma -4" 777� FINISHED FLOOR - FINAL GRADE ----' -7/77/77 77 12" MIN. EMBEDMENT —/ BELOW EXISTING GRADE (2) #5 CONTINUOUS REBAR A f�P a FINAL GRADE 77 12' MIN. EMBEDMENT BELOW EXISTING GRADE (2) #5 CONTINUOUS RE F CURB BEARING MASONRY WALL, SEE PLAN 5 REBAR 048" O.C. (MAX.) do AS SHOWN ON PLANS 4"X8" WADE BLOCK RECESS 4" THICK (MIN.) POURED GONG. (2500 PSI MIN.) �— 6X6—Wl.4xW1.4 WWM DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FlBERMESH) WALL FOOTING SCALE: 318" =1'-0" " MASONRY WALL, SEE PLAN #5 REBAR 048" O.C. (MAX.) & AS SHOWN ON PLANS w 4" THICK (MIN.) POURED GONG. (2500 PSI MIN.) (TYP.). 6X6—Wl.4xW1.4 WWM DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FlBERMESH) an■�.rr:ua�.It<�tic� 10" VERIFY 4" THICK (MIN.) POURED CONC. (2500 PSI MIN.) �7 6z6-W1,4zW1.4 W1WM (OR FlBERMESH) THICKENED EDGE V-4" FOOTING WITH (2) /5 BARS CONTINUOUS F2 FOOTING AT OHGD _ SCALE: SIB" =1°-0" Y2" DIA.00" A.B. 024" O.C. MAX. W/7" MIN. EMBED. 2" (MIN.) P.T. SOLE PLATE F4 INTERIOR BEARING 2x4 FRAMED BEARING WALL SEE TYP. DETAIL FOR CONNECTION TO FOUNDATION 6X6—W1.4xW1.4 WWM (OR FlBERMESH) 4" THICK (MIN.) POURED CONC. (2500 PSI MIN.) MONOLITHIC CONCRETE FOOTING WITH (2) #5 BARS CONTINUOUS MASONRY WALL, SEE PLAN REBAR 048" O.C. (MAX.) & AS SHOWN ON PLANS XB" WADE BLOCK RECESS "ALL 0 1 = 4" THICK (MIN.) POURED 4" OR SEE 60 xTYP. DETAIL4 FRAMED FOR R CONIC. (2500 PSI MIND )r DIA.00" A.B. 024" O.C. CONNECTION TO FOUNDATION 3 )r POURED CONC. - MAX. W/7" MIN. EMBED. PORCH SLAB = F.F. 2" (MIN.) P.T. SOLE PLATE 4' THICK (MIN.) POURED �������.✓i I F.F. CONIC. (2500 P51 MIN:) 12" MIN. EMBEDMENT BELOW EXISTING GRADE v , 3" MIN, o�i I � i � BX6-W1.4xW1.4 WWM (2) #5 CONTINUOUS REBAR V-4• 6" CLEAR COVER %� �� � r • `.• •�� (OR FlBERMESH) (MIN.)(iYPJ. 6X6-W1.4xW1.4 WWM MONOLITHIC CONCRETE DOUBLE WITHIN 3 FT. V-4" FOOTING WITH (3) #5 FROM FOOTING (TYP) BARS CONTINUOUS (OR FlBERMESH) F EXTERIOR STEP F INTERIOR WALL FOOTING BEARING SCALE: SIfi" =1°-0" BEARING SCALE: 318" =1'-0" 4" THICK (MIN.) POURED 4" THICK (MIN.) POURED 7-5/8" CURB CONIC. (2500 PSI MIN.) 8' VARIES 8" CONC. (2500 PSI MIN.) VARIES 8' In zw � FINAL GRADE 12" MIN. EMBEDMENT BELOW EXISTING GRADE (2) /5 CONTINUOUS REBAR V-4" _ MIN. � SHOWER CURE rF W TOOLEC - - z F9 FOUNDATION F=To-T*7-:�; 6X6—W1.4xW1.4 WWM DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FlBERMESH) 9/8" = I A.. THICK (MIN.) POURED :ONC. (2500 PSI MIN.) BX6-WI.4xW1.4 WWM (OR FlBERMESH) #5 BARS CONTINUOUS cc 10 4" THICK (MIN.) POURED CONC. (2500 PSI MIN.) 6X6—W1.4xW1.4 WWM� DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FlBERMESH) THICKENED EDGE — FOOTING WITH (2) #5 BARS CONTINUOUS F1 FOOTING SCALE: 1/4" =1'-O" a BX6-WI.4xW1.4 WWM (OR FlBERMESH) R CURB SCALE: 318" = 1'-0" M CODE COMP ST. LUCIE C R(1CC ij�'- 13PLAPTING SERVICES .wrwm+e, cvc PHONE: C772) 2S7-7I 2 � mN1 h p 0 O O W i~i iW v1 Q w 0 �j z 0 G W� hti Q z W zz 00 w [~ o m N�A� Eta A NUN 000 A U 0 z " 0 a OR Ne+ N T PAUL WELCH INC. MECH-ELECCIVIL ENG 1984 SW BILTMORE ST. #114 PORT ST LUCIE, PL 34984 PAUL WELCH, P.E. FLA RIG, o. 29945 Date:, SCALE: AS NOTED JOB No: 519-0103 Al V c 1. ALL DOWELS AND VERTICAL BARS ARE #5 2. #5 DOWELS 44" 10" 3. ATTACH DOWELS TO FOOTING STEEL 4. VERTICAL BARS TO EXTEND TO TOP STEEL AND HAVE HOOKS EQUAL TO DOWEL HOOKS 5. FILL CELLS AT VERTICAL DOWELS 6. GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 60 2" VTR „ % /\ V 2" CONCRETE FOUNDATION NOTES 1, SLAB / 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 PREPARATION 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. 5. 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 WITH ASTM 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 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. 4" (MIN.) BUILDING SEWER TO ON -SITE SANITARY SEWER LIFT STATION PLUMBING RISER DIAGRAM SCALE: N.T.S. EXHAUST VENT THRU' SOFFIT VENT THRU ROOF i FLEX PIPE EXHAUST V1 EXHAUST FAN HVAC LEGEND 8x4x4 S.A.R. IaIM NEW SUPPLY AIR RESGISTER (SIZE & CFM) s"a NEW SUPPLY AIR DUCT (R-8 FLEX) ■ SUPPLY AIR DISTRIBUTION BOX (RIGID FIBER DUCT BOARD) CEILING MOUNTED RETURN AIR GRILL (w/o FILTER) WITH FLEX TRANSFER DUCT MECHANICAL PLAN REVIEWED FOR SCALE: NT3' E COMPLIANCE -7. LUCIE COUNTY soCC DRAFTING SHRVICBS ww iwmre. v.c PHONE: (902) 237-9942 www.rwsws�rtecawsmxwcrwo.CeGf a 0 m ryry+ 004 c o Q P1 p � Q z 0 A A 0 zu I —I N G 0 6 z In�I ,I�11 W U U zz A U o A xo�4u Nu cq N WU z ° H N 0 zx x a PALM WELCH INC. PAMCH-ELEC-CIVIL ENG 1984 SW BMTMORE ST. #114 PORT ST LUCIE, FL 34984 PAUL WHLCH, P.E. FLA REG. No, 29945 11A'I 2 4 201r, Date: SCALE: N.T.S. JOB No: 519-0103 A2 PRECAST CONCRETE LINTEL SCHEDULE: PROVIDE PRECAST REINFORCED CONCRETE "U" LINTEL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) FOR ALL MASONRY OPENINGS OF THE SIZE AND REINFORCEMENT NOTED IN THE FOLLOWING LINTEL SCHEDULE: MASONRY WALL LINTEL SCHEDULE LINTEL DESIGNATION LINTEL LENGTH LINTEL TYPE SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L-1 17'-4" 208" PRESTRESSED 1326 1000 520 500 8F20-lB/lT L-2 7'-6" 90" U-LINTELS 2661 1000 1634 500 SF16-18/1T L-3 4'-4" 52" RECESSED 5206 1000 2635 500 SRF14-18/1T L-4 4'-6" 54" U-LINTELS 6133 1000 2724 500 8F16-18/1T L-5 4'-0" 48" U-LINTELS 6113 1000 3079 500 8F16-1B/1T L-6 5'-10" 70" U-LINTELS 4360 1000 2093 500 BF16-1B/1T L-7 9'-4" 112" U-LINTELS 3486 1000 1811 500 BF24-1B/1T L-8 13'-4" 160" U-LINTELS 1075 1000 545 500 81`16-18/1T L-9 11'-4" 136" U-LINTELS 1366 1000 795 500 8F16-18/1T L-10 3'-6" 42" U-LINTELS 8974 1000 5591 500 8F24-1B/1T L-11 9'-4" 112" U-LINTELS 3486 1000 1811 500 1 8F24-18/1T L-12 7'-6" 90" U-LINTELS 6472 1000 3508 500 8F32-1B/1T 1 L-13 7'-6" 90" RECESSED 1 755 100 506 BRF6-08/1T NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCRETE LINTEL AS NOTED ON PLANS NOTE: 1. COMPOSITE BEAM DEPTHS SHOWN ARE MINIMUM REQUIRED, AND MAY BE INCREASED IN FIELD WITHOUT ENGINEER'S APPROVAL. 2, CALCULATED APPLIED GRAVITY LOAD AND APPLIED UPLIFT SHOWN ARE WORST CASE, ROOF TRUSS GIRDER LOADING HAVE BEEN CONSIDERED. 3. MASONRY CONTRACTOR TO VERIFY EACH MASONRY OPENING WIDTH AND HEIGHT PRIOR TO CONSTRUCTION. 4. LENGTHS OF LINTEL SHOWN ARE ACTUAL LINTEL SIZES (BEARING OF 4" EACH END). SAW CUT BOTTOMS OF LINTEL MANUFACTURERS NOTCHES WHEN NEEDED TO EXTEND REBAR THROUGH LINTEL 0 EACH SIDE OF OPENING. 5. ALL LINTELS SHALL BE SET TO PROVIDE A MINIMUM 4" BEARING ON MASONRY AT EACH END, UNLESS DETAILED ON THESE PLANS. 6. REINFORCED PRECAST "U" LINTELS SHALL BE MANUFACTURED WITH 5 1/2" LONG NOTCHES AT EACH END TO ACCOMMODATE PLACEMENT OF VERTICAL REINFORCING AND GROUT FILLING CELLS BELOW. 7. SEE TYPICAL LINTEL SECTION FOR CAST-CRETE DESIGNATIONS AND PLACEMENT OF REINFORCING STEEL. F = FILLED WITH GROUT / U = UNFILLED _ QUANTITY OF #5 FIELD ADDED < _ a; " • a REBAR AT BOTTOM OF LINTEL CAVITY F1 6-1 B/1T 10 I O 'n z --QUANTITY OF #5 FIELD ADDED REBAR AT TOP 0 • NOMINAL HEIGHT NOMINAL WIDTH 8" NOMINAL WIDTH hdamolwal���r.�� — J5 FIELD ADDED REBAR AT TOP MIN. (1) REO'D 1-1/2- CLEAR 8' BOND BEAM BLOCK (RINK£R/QEMIX #T81 OR EQ.) —GROUT SOLID (3000 Psi) 8F16-1B 1T ■ ■ ■ 9'-4"H x 8" CMU MASONRY WALL 12'-O"H x 8" CMU MASONRY WALL L-1 VTR 13'-4"H x 8" CMU MASONRY WALL INTERIOR 2x4 STUD BEARING PARTITION WALL R-11 INSULATION INTERIOR 2x4 STUD NON -BEARING PARTITION WALL PRE -CAST CONCRETE LINTEL DESIGNATION SOIL PIPE VENT THROUGH ROOF 5463SH EGRESS WINDOW MARK (54"X63" SINGLE HANG) (SEE MANUFACTURER'S SPECS FOR DETAILS) 2880 DOOR MARK (2'-8"W x 8'-0"H OPENING) NOMINAL 15 FIELD ADDED REBAR AT BOTTOM OF LINTEL CAVITY AREA TABULATION LIVING: 2,529 SQ. FT. GARAGE: 447 SQ. FT. ENTRY PORCH: 55 SQ. FT. LANAI: 33.5 SQ. FT. TOTAL: 3,366 SQ. FT. PRECAST LENTIL Q L-8 28x SH 25- 4-HB TEMP. N -CAS — — — — — — — — — — — — — LIT - — ST LINTEL ■ ■ ■ ■ ■ ■ — — — — — — — — — — — — ■ ■ — — Ld I 13'-6" sr BATH #3 a WIC - ■ LANAI IWEA 3'-4" 10'-2" HER _„0 9 4 CLG/TILE aL-s 1 9'-4" CLG/CONC. °'-26BOBF 01 480PW 11 • 3'-4" 10'-8" "v 8'-8" 7r-6r, 48x4 PW b- 1 M 3 a ■ FROSTS TEMP. L-6 "� ■ BEDROOM #4 ■ ■ ■ ■ IN ■ _ \! d • 20 L-6 FAMILY ROOM 9'-4" CLG/CARPET m W W a ~ a ° 12' CLG/TILE ■ - L 4 X F l I L-6 ■ A HALF WA L • w/GLASS NCIOSURE 00 BY 0 NER o M. BATH-,' ■ L-7 8080 SGD z ■ ■ o ■ 9'-4" CLG/TILE z HALL QI I 3 " _4 r. 3r S,r 3 6 °° 13'-1" 13°-1 <I 4,_0°. r0 12°-6 " • m BEDROOM #3 �N 2 806E o1 ■ x � m 0 — — 9'-4" CLG/CARPET tn \ --- 0 I 1 KI CHEN I I ■ L-4 xW L_5 ■ 2800 PKr HIS LIVING ROOM Lo 1 a° 3'-0" 12' LG/TILE ■ _ 12' CLG/TILE c 0 I I HB I a a HERSco I gQ 6080 BF " • N ■ II 22"x30 / ATTIC LAC1e}'—+j ° w GASKET = 5°-9" 6°-0°° BATH #2 0 ■ L-5 (FLO. LOCATE 1 9'-4" CLG/TILE ^ a 1 __-- ¢ 2aao HEADER ABOVE 4080 BF ,c HALL 72" DBL. VANITY x h • :_ I BRNG. WALL 380 CAS D OPE ING P m _ Ul \ Q ■ LD — 60" PANTRY 5'-8 3'-5" 3'-6 La HB h - - n — — — — — \ 3000 C SED OPNG, 1 N ■ �(-----1 o 0 III I 3'-3" I 6080 BF iv o 4'-3"TBEDROOM ■ 8'-8„ ■ Q J I MASTER SUITE 3 LIVERED r W 0" DBL COFFER CLG/CARPS a FOYER 3 DINING ROOM #2 ■ _ m 12' CLG/TILE I m i 12' CLG/TILE x �I W >- 9'-4" CLGICARPET N N II 9'-0" W x 11 °-7 oh'-6r, F- 12'-6 " 1 XW ■ Z O —1 -1 a _ L J m I I i 6080 SC w/2I ° TRANSOM ABOVE MAIN DRYER VENT ^ ' " ■ L-4 EGRESS )t ON !i T. i, TH ■ WE2 H T R STIll R P ER ABOVE R11-INSULATION ■ ■■ ■ ■ ■rim- L-2 121 37 EGRESS 63 SH L-10 u la L-10 c 12) ® (o 37xfi3 SH _ is ■ HB 20 EIN. LFFCLOSINGIRE ED BRNG. WALL LAuaoRY a EN RY HW 0 1 a 13 -4 C G/CONC. L-2 N ■ r e • • M — — — -CAST LI—T ■ 3" I�.x4 STEEL GUARD P 3 'S A wE$UARE EE IPE w%(s43 ` GE : : ■ ■ L-11 / / • 22- lix-54" — —I 3°-10" 3'-10°° 6'-4" 5'- " / / ATJIC w S IAI SO4SrtSd I � (FIELD LOCATE) w 0 o 0 / / - 2-CAR GARAGE to o \ 9'-8" CLG/CONC. N ■ DD \ aaao sE \ ■ W/WEATH STRIP R \ L-3 ■ o ■ I ■ (2) 37>d63 SH L-2 —7" 1o°—B" 10'-6" 21'-0" qEVIEWED FOR 56'-9" 0 ODE COMPLIANCE T, LUCIE COUNT"K% Rccc ij� ORAPTING SERVICES PHONE: (772) 299-7942 � m o O o a a y A A a 0 z ri ,n q H A z W U !�1 A A NW Fa d' P N Amy 0 �04� 0 U0 a� 0 NU] al w°� ~ 0 wz a H/ N 0 W x PAT L WELCH INC. NIECH-ELEC-CNE. ENO 1984 SW HILTMORE ST. Ni 14 PORT ST LVCiE, FL 34984 PAUL WELCH, P.E. F No. 29945 Date: MAY '2 4 2019 SCALE: 1/4" = V-0" JOB No: 519 0103 A3 - d" EXTERIOR OPENING DESIGN PRESSURE CHART 160 MPH EXP: C MARK AREA I E O ZONE 4 *ZONE 5 POSITIVE (PSF) NEGATIVE (PSF) POSITIVE (PSF) NEGATIVE (PSF) 1 10 33.6 -36.4 33.6 -44.9 2 15 1 33.5 -36.3 33.5 -44.8 3 20 33.4 -36.2 33.4 -44.6 4 25 33.3 -36.1 33.3 -44.4 5 110 31.8 1 -34.7 31.8 -41.5 E11-1 3E ULU 4E h 17 O Jlu;,.0 OHIVua DIMEMEMIM MEMONE EMlh' ig-- 12 FRONT ELEVATIOrl.-- % 16"O,H. _ .:.. (TYP.) 9��� z Eav/ � TEXTURED CEMENT . o w STUCCO COATING OVER 0oo a 08" CM�TYPICAL) WALL 5E LEFT ELEVATION SCALE: 1/4" =1'-0" CALCULATE ATTIC VENTILATION CEILING = 3366 SQ. FT. 3366/300 = 11.22 REQUIRED VENTILATION 2360 L.F. OF 4" CONT. VENTS= 86.667 SF/2 - 43.3 SF AVAILABLE FOR CROSS VENTILATION 43.3 SO. FT.> 11.2 SQ. FT. SOFFIT VENTILATION OK. REQUIRED VENTING IN THE UPPER PORTIONS OF THE ATTIC 40 - 50% OF REQUIRED VENTING AS PER FRC 806.2 EX #2 11.220 X 40% = 4.488 SF OF RIDGE VENT 11.220 X 50% = 5.610 SF OF RIDGE VENT RIDGE VENT 27 LF OF 2" VENT = 4.5 S.F. OF RIDGE VENT PROVIDE 19.5 LF OF RIDGE VENT i>+ TEXTURED CEMENT STUCCO COATING OVER —/ f8" CMU BLOCK WALL (TYPICAL) m 12 5 12 15 j j W % 0 % 0 io , °0 w x 2I � 21 O RIGHT ELEVATION SCALE: 1/4" =1'-O" REAR ELEVATION SCALE: 1/4" = 1'-0" 9'-4" 0'-0" F.F.E. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT"� 134, CC ij�— ORALPTING SERVICES io�.rvnv+re. ccc PHONE: (772) 237-7942 www.rnawa�x"cowsmawrrmoc"m o q Q 01 � A r' A WW U z a 0 z �A 5 F Q d z U1 W Z 00 0 W � V1 W IW NAm� �xo aa W x� �OU UL 0 Ncq wU�� U O W r Ilol N � O WW x PAUL WELCH INC. MECH-ELEC-CIVIL. ENO 1984 SW HH.TMORE ST. #114 PORT ST LVCM FL 34984 PAUl. WELCH, P.B. FLA REO, No. 29945 V Date SCALE: 1/4" = P-0" JOB No: 519-0103 A4 ASPHALT ROOFING SHINGLES OVER 1—LAYER OF 30# BUILDING FELT (ASTM 7158H, OR CODE APPROVED EQ.) SEE ROOFING NOTE #1 19/32" C—D STRUCTURAL I PLYWOOD SHEATHING OVER PRE—ENGINEERED WOOD TRUSSES 0 24" O.C. (SEE ROOF FRAMING PLAN SHEET—A9 FOR ROOF SHEATHING NAILING SCHEDULE) 12 GALV. METAL TRUSS ANCHOR STRAP �5 (TYP) F._ (SEE SHEET—A8 FOR TRUSS CONNECTOR SCHEDULE) R-30 FIBERGLASS BATT INSULATION W/ KRAFT PAPER 16'° P. USS TAIL TR 2Y2" ALUMINUM DRIP EDGE OVER 10 P.T. NAILER O.H. BEARING HEIGHT EL. VARIES Yz" THICK CEILING RATED GYPSUM— WALLBOARD SHEATHING (OTHERWISE ° k `--1x2 P.T. DRIP EDGE NON —RATED " THICK GYPSUM WALL I �2x6 CONT. SUB FASCIA BOARD NAILED TO EACH BOARD IS REQUIRED) TRUSS TAIL W/ (2) 16d COM. NAILS (OR BETTER) STUCCO FINISHED SOFFIT OVER HIGH RIBBED SELF FIRRING METAL LATH 4" CONTINUOUS SOFFIT VENT l (SEE ROOFING NOTE #4) Yz"° GYPSUM WALLBOARD SHEATHING OVER z 0 CONT. 2x4 P.T. LEDGER BOARD w/ Y4" x3 TAPCONS 1"x2" (NOMINAL) P.T. FURRING STRIPS 0 24" O.C. F 024" O.C. (OR BETTER) (MAX.) AND I FI—FOIL INSULATION WITH DOUBLE COURSE 8" CMU KNOCKOUT/BOND BEAM REFLECTIVE VAPOR BARRIER BLOCK GROUTED SOLID TYPICAL FOR PERIMETER WITH w w (1) # 5 REBAR CONTINUOUS r uj NEW 8" CMU WALL CONSTRUCTION WITH TYPE "I MORTAR WOOD BASE BOARD o = Ya" MIN. CEMENT STUCCO COATING #5 VERT. REBAR AND #5 DOWEL BARS WITH STD. 10" LONG HOOK (MIN.) GROUTED SOLID. SET DOWELS AS INDICATED ON PLAN 3—Yz'° THICK (MIN.) POURED CONC. (2500 PSI MIN.) FLOOR SLAB WITH 6x6—W1.4xW1.4 (MIN.) `D 30" MIN. LAP SPLICE (TYPICAL) W.W.M. (OR FIBER MESH) OVER 6 MIL POLYTHENE VAPOR BARRIER & COMPACTED TERMITE TREATED N Y4"x 8" WIDE BLOCK RECESS CLEAN SOIL FILL FINISHED FLOOR SLAB •`�..." FINAL GRADE �i.ii4�'��3ras�:Ey:':'j'.:„isj��'iiriijiii:=:;::�`ii:�_i r" A \ 12" MIN. EMBEDMENT 3" MIN.. BELOW EXISTING GRADE / CLEAR COVER 6" 16" (2) #5 CONTINUOUS REBAR (TYP.). 0:* ► k • i 1. SEE COMPONENT AND CLADDING PRODUCT APPROVAL SCHEDULE FOR ASPHALT ROOFING SHINGLE REQUIREMENTS WHICH HAVE BEEN SELECTED TO COMPLY WITH 2O17 FBC—RESIDENTAIL, CHAPTER 9, SECTION R905.2, AND CLASSIFIED TO MEET Vult=150 MPH WIND RESISTANT RATING PER TABLE R905.2.6.1 2. INSTALLATION OF ASPHALT SHINGLES SHALL BE NAILED PER SHINGLE MANUFACTURER SPECIFICATION BUT NO LESS THAN (6) 12 GAUGE x 14" CORROSION —RESISTANT ANNULAR RING SHANK ROOFING NAIL PER TAB, OVER 30# BUILDING FELT ASTM D226, TYPE II, (WITH 4" MIN. HEALAP/ 6" MIN. ENDLAP & WOVEN VALLEYS) FASTENED w/ 12 GAUGE x 1" CORROSION —RESISTANT ANNULAR RING SHANK ROOFING NAILS THROUGH 32 GAUGE x 1j"0+ TIN CAPS SPACED 6" O.C. 0 LAPS AND 12"O.C• ALONG TWO ROWS IN FILED, 3. INSTALLATION OF METAL ACCESSORIES, AND PLACEMENT OF SHINGLES AT INTERSECTIONS, EAVES, VALLEYS, AND GABLES SHALL CONFORM TO 2014 FBC ROOF APPLICATION STANDARD RAS No. 115. 4. UNLESS OTHERWISE SHOWN, EXTERIOR CEILINGS OF FRONT PORCH AND REAR PATIO AND SOFFITS SHALL CONSIST OF 36" CEMENT STUCCO OVER WIRELATH W/TH 11GA.x1Y'4" LONG NAILS WITH %" HEAD AT 6" O.C. OVER %" METAL RIB LATH AT 6" O.C. PROVIDE (2) LAYERS OF 15# FELT OVER EACH FRAMING MEMBER. PRE —CAST CONC. LINTEL SEE LINTEL SCHEDULE SIZE & REINFORCEMENT CENTERED 16" LONG 2x8 P.T. (SYP) BLOCKING FOR TORSION SPRING (AS REQUIRED) E lift _ ________u IIII c-u ---------- = V) I ui II a II y Yz" DIA. WEDGE ANCHOR 3—Y2" EMBEDMENT w/2" 2x6xl6'-0" P.T. (SYP) ATTACHED SQUARE WASHER w/ x 3" TAPCONS 016" O.C. = 4 r- Y^"O w/ 1 DIA. MIN. WASHERS na�x . �Gi➢� A.'C4x NY iRY RI.PC�A W�Sa � LCI.r.WX � r � r _ Lu — Lu ^ Ll' <� u'muenw m ^n.w• wixu.:wus" cs _ _�d ... , - S 17i" TAN[k pf "ygYgW,9' yj,li6 SFA^P1G q" f: 00 ia` 6C iU �TT�Au'P�[ mle^^�. r�r YC�6n 1 if d uTp [ua"I G w 0 � w ,p' ae- wtc 6�* r �, c rsocn wax en" ' "re xaxra s` urv..r� a5�, ,a• oa, dax sm.. es iiavatrr wm i i/s urv. arecu wo 6 II 4F1 IIII II IGARAGE II s d NLLM II FLOOR SLAB �� I II a — — — — — — — — — — — _ — — — — — — — — — — — /-- FOOTING PER FOUNDATION PLAN r•1 • • ` �' • •• t •,',,, SHOP DRAWINGS APPROVED PRE —FABRICATED WOOD TRUSSES 024" O.C. INSULATION PER ENERGY CODE )V GAP (U SIMPSON STRONG —TIE ROOF TRUSS CLIP TYPE STC (1 CLIP 0 2x4S, 2 CLIPS 0 2x6S, 3 CLIPS 0 2X8S) (NOTE: EQUAL ANCHORS MAY BE SUBSTITUTED) FIRE BLOCKING (SEE NOTE #1) (2)#5 DOWEL WITH 30" OVERLAP RAT RUN 1x4 (MIN.) LAID FLAT 08'-0" O.C. fib" GYPSUM WALLBOARD SHEATING 2x4 CONT. TOP PLATE OR LIGHT GAUGE METAL T—TRACK SIMPSON TIE —STRAP TYPE SPH4 w/(12)- 10d x 1—h" NAILS ON TOP & BOTTOM OF ALL STUDS AND 0 HEADER SIMPSON MSTA18 w/(14) 10d NAILS ACROSS HEADER 0 ALL DOOR OPEN'G BEARING HEIGHT /j �SFF FYTFRI(1R SEE EXTERIOR ELEVATIONS GARAGE FLOOR SLAB SCALE: 1/2" =1%0" WOOD STUDS LIGHT GAUGE METAL C—STUD 2x4S 0 16" Q.C. FOR H=10' TO 14' 3 1/2" 0 24" D.C. FOR H=8' TO 10' 2x4S 0 24' O.C. FOR H=8' TO 10' 3 1/2" 0 16" O.C. FOR H=10' TO 14' 2x6S 0 24" O.C. FOR H=10' TO 14' WOOD STUD TO PLATE 2-15d NAILS 0 2x4S 3-16d NAILS 0 2x6S 8" CMU WALL (ALL CELLS MUST BE GROUTED SOLID AT PLATE CONNECTION) r • •. • •SET "•' •MAXrlsll�- 0O.C. • " IaI�t FULL STUD JACK t SIMPSONMAXIMUM STUr I 3I i j � f L i f en1Lu I) / BEARING WALL FOOTING (OR THICKEND SLAB) SEE FOUNDATION PLAN FOR DETAILS SHEET Al � TYPICAL INTERIOR WOOD FRAME BEARING W) ArJ SCALE: 1/2" =1'-0" 1 STRAP FOR UPLIFT 1175# 2 STRAPS FOR UPLIFT UP T SIMPSON HTSM16 METAL STUD WALL FRAMING NOTES- USE .145" DIA P.A.F. .— V GYPSUM WALLBOARD SHEATING 016" O.C. TO CONCRETE P.T. 2X SOLE PLATE OR LIGHT GAUGE COMMON PRE—ENGINEERED ROOF TRUSS 1. WHEN METAL STUDS ARE SELECTED FOR INTERIOR NON —BEARING PART107ION WALL FRAMING SHALL CONSIST OF WOOD BASE BOARD MOLDING METAL TRACK STUD (SEE NOTE #2) (ONLY) (MISALIGNMENT OF GIRDER TRUSS COLD —FORMED STEEL MATERIALS AS FOLLOWS: CONCRETE FLOOR SLAB PER PLAN CONNECTOR TO BE APPROVED BY ENGINEER) A) 3Y2" METAL STUD: 3 1/2" (18 GA.) COLD —FORMED STEEL STRUCTURAL C—SECTION PRODUCT DESIGNATION: 350S162-43; 33 KSI, G60 (OR BETTER) : *i ^'—.• ' �-' • "�'' "IItEWED FOR B) 3Yz METAL TRACK: 3 1/2" (20 GA.) COLD —FORMED STEEL STRUCTURAL T—SECTION /\� 'CODE COMPLIANCE PRODUCT DESIGNATION 350T137-33; 33 KSI, G60 (OR BETTER) ST":, LUCIE COUNTY 2. BOTTOM TRACK STUDS SHALL BE FASTENED TO THE CONCRETE FLOOR SLAB NTH POWDER— ACTUATED 0.22 NOTES: ROCC CALIBER (MIN.) SHOT PINS, 1" LONG x 0.300 HEAD DIA. x 0.145 SHANK DIA, WTH 7/a" DIA. STEEL WASHER. 1. PLACE FIRE BLOCKING CONSISTING OF 2x4 SOLID BLOCKING (OR CODE APPROVED EQUAL) BETWEEN PLACE 1 SHOT PIN AT 16" O.C. STAGGERED FROM SIDE —TO —SIDE OF TRACK, OR EQUAL. ALL STUDS IN ALL INTERIOR PARTITION WALLS EXCEEDING 10'-0" IN HEIGHT. BLOCKING TO BE (4) A" x 2—Ya'° TITEN MASONRY SCREWS PLACED IN A CONTINUOUS ROW AT 8'-0" (+/—) ABOVE FINISHED FLOOR SLAB. SPACED EVENLY 0 LEAST 1—Y2" FROM TOP, 3. ALL METAL STUDS SHALL BE FASTENED TO TOP AND BOTTOM TRACKS WTH (2) MIN. #8-18 x }'4' S.M.S. (0.164" 2. INTERIOR PARTITION WALLS CONSTRUCTED NTH LIGHT GAUGE METAL STUD SHALL BE CONSTRUCTED AND INTO TOP CORD. (8) 10d X 3" NAILS DIA. SHANK x 5/16" HEAD), OR BETTER. OVER 2X P.T. WOOD PLATE FASTENED AS NOTED IN THIS DETAIL. 4. METAL STUD TRACK SHALL BE FASTENED TO 2x4 WOOD STUD FRAMING WTH (2) #12-16 x 1�Y4" HEX WASHER HEAD 3. ATTACH P.T. 2x4 STUD TO ADJACENT CMU WALLS WITH 4fa"x3" TAPCONS AT 24" O.C. VERT. WOOD SCREWS (OR BETTER). 4 TYPICAL I A (NON -BEARING WALL) SCALE; 1/2" = T-0" ij� - DRAFTING SERVICES .wrw.me. Lu PHONE: C7127 237-7"2 a m c q SI �; A A z 0 z V1 G 5 G z � • \rr `J 00 W w >DNow H C� Mrn Rp A 0 �H I■■I .I 0 Ua N U w00 ~ 0 V/ f N Z � 0 O W a U x PAUL WELCH INC. MECH-ELEC-CIVIL ENO 1984 SW BE_TMORE ST. *114 PORT ST LUCIII, FL 34984 PAUL WELCH, P.E. FLA REG. No. 29945 Date' SCALE: 1/4" = 1'-0" JOB No: 519-0103 A5 STUCCO OVER WIRELATH J W/ 11GA. 2" NAILS W/ 3/8"0 HEAD 0 6" O.C. OVER 3/8" METAL RIB LATH 0 6" O.C. W/ (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER) #5 REBAR W/ 90 DEGREE SEE TYPICAL WALL SECTION FOR (2) #5 IN FULLY GROUTED CELLS AADJACENT TO GARAGE DOOR ADDITIONAL INFORMATION OPENING AS SHOWN PRE- ENGINEERED WOOD TRUSSES 0 24°' O.C. (MAX. SPACING) "SIMPSON" STRAP PER TRUSS STUCCO CEMENT FINISH Li FILLED CELL AT JAMB BLOCK (TYP) CONNECTOR SCH. D Q CMU WATER RESISTANT COATING 8x8ROWS 1x3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS CONTINUOUS CONCRETE BEAM (SEE WATERPROOFING NOTE #1) Q' ° BLOCK WITH (1)-#5 BAR IN 4 (3000 PSI) CONC. FILLED EACH CELL y e a a S" PRECAST LINTEL WITH (1)-#5 BAR —2x6 P.T. (SYP) WOOD JAMB FASTENED w/ %5-N2" IN (3000 PSI) CONCRETE FILLED CELL (S.S. 304) HILTI KWIK BOLT 3 EXPANSION ANCHOR (OR (SEE LINTEL SCHEDULE FOR MORE EQUAL) w/ 2" SQUARE WASHER SPACED 016" O.C. MAX. INFORMATION) DECORATIVE STUCCO BANDING "STEEL TRACK BRACKETS TO BE FASTENED TO WOOD 2x6 BUCK w/ PER GARAGE DOOR MANUFACTURER'S 16" X 16" CONCRETE BLOCK SPECIFICATIONS (OR AS NOTED BELOW) COLUMN WITH (2) -#5 BARS IN OHGD TRACK BRACKETS TO P.T. BUCK (3000 PSI) CONCRETE FILLED CELLS 7' HIGH DOOR: (7) WW' x 1-%" LONG CORROSION RESISTANT HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S STUCCO FINISH INSTALLATION INSTRUCTIONS. 3 OD BUCK DETAIL #5 REBAR W/ 30" MIN. LAP SPLICE �AIBJ SCALE: N.T.S. DECORATIVE STUCCO BANDING STUCCO CEMENT FINISH mm =a .. . CMU WATER RESISTANT COATING mm - (SEE WATERPROOFING NOTE #1) FINISHED GRADEnu ° G (2500 PSI) CONC. FOUNDATION — �,/x SEE PLAN FOR SIZES AND •. SPECIFICATIONS n CORROSION RESISTANT FLASHII PER WATERPROOFING NOTE #2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD 0 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 15/32" CDX PLYWOOD WITH 10D NAILS TO STUDS 0 6" O.C. PERIMETER AND FIELD. w AM STUCCO OVER WIRELATH =! _ W/ 11CA. 2" NAILS W/ 3/8"0 HEAD 0 6" O.C. OVER 3/8" METAL RIB LATH 0 6" O.C. W/ (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER) #5 REBAR W/ 90 DEGREE HOOK (2)-#5 VERT. REINFORCING ri F z Ld e J I cw O1 w co 9 II SCALE: 112" =1'-0" �•�i SEE TYPICAL WALL SECTION FOR STUCCO CEMENT FINISH ADDITIONAL INFORMATION PRE- ENGINEERED WOOD TRUSSES 0 24" O.C. (MAX. SPACING) CMU WATER RESISTANT COATING Li (SEE WATERPROOFING NOTE #1) "SIMPSON" STRAP PER TRUSS -° CONNECTOR SCH. CORROSION RESISTANT FLASHING 8" CMU KNOCK OUT/BOND BEAM PER WATERPROOFING NOTE #2 BLOCK w/(1)-#5 BAR IN (3000 PSI) ° CONCRETE 8" PRECAST LINTEL WITH (1)-#5 BAR IN (3000 PSI) CONCRETE FILLED CELL (SEE LINTEL SCHEDULE FOR MORE INFORMATION) 12" X 12" CONCRETE BLOCK COLUMN WITH (2) -#5 BARS IN (3000 PSI) CONCRETE FILLED CELLS STUCCO FINISH #5 REBAR W/ 30" MIN. LAP SPLICE FINISHED GRADE (2500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS SCALE: 1/2" =1%0" APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) NOTE: WINDOW FRAME SHOULD BE COMPLETLY SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK �— P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING APPLY PERIMETER SEALANT CAULK NOTE #4 AND ANCHORED TO MASONRY PER BUCK BETWEEN BUCK & WINDOW FRAM N ATTACHMENT NOTE. (SEE WATERPROOFING NOTE #5) SEE WATERPROOFING NOTE #6 CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 ANCHOR DOOR JAMB AND HEADER TO 2x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE #6 FILLED CELL AT JAMB BLOCK (TYP) MARBLE SILL MORTAR OR GROUT 10 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS WOOD TRIM Xz" DRYWALL P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY PER BUCK ATTACHMENT NOTE. SEE WATERPROOFING NOTE #6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 CAULK SEAM AT WINDOW INSTALLATION (SEE WATERPROOFING NOTE #5) CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 8" C.M.U. 3'4" FURRING TO MASONRY WALL. PRECAST CONCRETE WIND RESISTANT FLUSH SILL AS MANUFACTURERD BY CAST-CRETE (OR EQUAL) 7 PRECAST CONCRETE WINDOW SILL DETAIL SCALE: N.T.S. A6 SCALE: N.T.S. FILLED CELL AT JAMB BLOCK (TYP) 10 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS SEE WATER PROOFING NOTE #6 P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY PER BUCK ATTACHMENT NOTE. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. SCALE: N.T.S. NOTE: WINDOW AND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA / AMA 200-9. CONTRACTOR SHALL SUBMIT FMMA / AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. BUCKS: • FOR WINDOWS, SOD, AND SWING DOORS USE 2X4, 2X6, 2X8, 1X6, 1X8, DOUBLE 1X6, OR DOUBLE 1X8 IS ACCEPTABLE. • ALL BUCKS MUST BE PRESSURE TREATED. • ALL BUCKS MUST COVER ENTIRE DEPTH OF THE DOOR/WINDOW JAMB. WATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESITANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY, 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT (OPTIONAL NOT REQUIRED IF ITEM #1-3 INSTALLED). 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW/ DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. BUCK ATTACHMENT: • FOR 1 X BUCKS ATTACH TO CMU WALL WITH: 1 1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. OR 3/16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. • FOR 2 X BUCKS ATTACH TO CMU WALL WITH: 2 1/4" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C., OR 3/16" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1/4" 1/X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12 O.C. REVIE F'D !r" o ti p.Wap �[�\� ���Pw1q�p ®��j Am.�CDE COMP _Ii f • FOR DOUBLE 1 X BUCKS ATTACH FIRST COURS TO CMU WALL WITH: •� T LUCIE COUNT 1 1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. OR 3/16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" D.C. OR 1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. ATTACH SECOND COURS TO CMU WALL THRU FIRST COURSE WITH: 2 1/4" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" D.C. OR 16" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1/4" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" D.C. ij� - DRAFTING SERVICES PHONE: C7727 237-7942 Q A z a A up, U 0 z� I-i A A z H � U W w > z- O a�u H U Nu� 7 0 H a r � � 0 O Ux PAUL WELCH INC. MECH-ELEC-CIVIL ENO 1984 SW BH.TMORE ST. #114 PORT ST LUCIE, FL 34984 PAUL WELCH, P.E. FL A REO. No. 29945 Date: SCALE: AS NOTED JOB No: 519-0103 A6 8'-1" TYPICAL WALL HEIGHT 0 6'-8" WINDOW HEADER HEIGHT " TRUSS D07 (2)—HTS20 WITH (20)-10d NAILS "SIMPSON" ABU 64Z WITH (12)-16d AND (2)—)z" O x 12" ANCHOR BOLT CONCRETE FOOTING PER PLAN T TRUSS SCALE: N.T.S. SINGLE COURSE OF 8" BOND BEAM BLOCK (CEMEX/RINKER # T81 OR EQ.) ALONG TOP** REINFORCED WITH (1) #5 BARS CONTINUOUS IN EACH BLOCK a A a e 4. 4 . 4 LINTEL TYPE _ 8F16-1B/1T ]0 A 0 SECTION A -A PRECAST CONCRETE UNTEL BEARI G •.. (SEE SCHEDULE FOR DESIGNA110N • AND REBAR REQUIREMENTS) REBAR PLACED IN LINTEL MUST BE CONTINUOUS —NO SPLICING ALLOWED SET PRE —CAST CONCRETE WINDOW SILL (SEE DETAIL 7, SHEET—A6) 8" CMU BLOCK WALL- REINFORCED AS NOTED ON THE PLANS AND INDICATED IN DETAILS (ALL VERTICAL BARS SHALL BE HOOKED INTO TOP BOND BEAM BLOCK) '{ is •� PICAL #5 VERTICAL \LL REINFORCING 0 48" C, AND AS INDICATED J THE PLANS **PROVIDE (2)-ROWS OF BOND BEAM FOR WALLS NTH HEIGHT OVER 8'-1'. (1) #5 VERTICAL BARS -TYPICAL AT ALL WALL OPENINGS LESS THAN 8'-0" WIDE ALL OPENINGS 8'-O" WIDE AND LARGER SHALL HAVE (1) #5 BAR IN 2 ADJACENT BLOCK CELLS GROUTED SOLID (SEE PLANS FOR LOCATIONS) 2 COURSES OF 8" BOND BEAM BLOC (CEMEX/RINKER TYPE T81 OR EQ.) M (1)#5 BAR CONTINUOUS EACH COUR° ALONG TOP OF WALL, FILLED SOLID GROUT HORIZONTAL BOND BEAM BARS WITH STD. 90' ACI HOOK (10" MINIMUM) (TYPICAL) 1 COURSE OF 8" BOND BEAM BLOCK (1)-#5 BAR CONTINUOUS FILLED SOL WITH GROUT ELEVATION VIEW 8" PRECAST CONC. LINTEL WITH (1) #5 BARS GROUTED SOLID WITH BOND BEAM BLOCK ABOVE PLACE #5 CORNER DOWELS (30"x, INSIDE AND OUTSIDE OF VERTICAL COLUMN BAR EXTENSION AS SHO% PLAN VIEW _ FIELD CUT LINTELS TO MITER END AND CUT BOTTOM TO ALLOW EXTENSION OF 3 COLUMN VERTICAL BARS THROUGH LINTEL (1) #5 REBAR CONT. ALONG TOP OF BEAM m z < z 10 #5 REBAR AT BOT- 1 TYPICAL REINFORCEMENT PLACEMENT AT WINDOW OPENINGS ( 3 � CMU WALL DETAIL a FRONT ENTRANCE WAY i 4 � PRECAST LINTEL DET �7 SCALE: 2"=V-0" \ A7 SCALE: 2"=V-0"° A7 m GROUT SOLID (3000 psi) B" BOND BEAM BLOCK (CEMEX/RINKER # T81 OR EQUAL) #2 STIRRUP (ACI TYPE S1) a 8°' O.C. 8" PRECAST LINTEL LINTEL SHOWN E 8F16-1B/1T MODIFIED AREVIEWED e CODE COMM ST. LUCIE C( sod: SCALE: N.T.S. ij�_ . DRAFTING SERVICES IOANT..APP. LLC PHONE: (9927 239-9942 waw.rns.®nwamw®mnu+rixacam rr N\ o J a �� a Q � n +C rA pAj j; P1 Q A z A 0 z� 0 H G e Q 6 z V 1 H Hw w U Az 00 w � A A Z� m 0Ouwz d N N u U cq w ��00 U v1 0 z 9 V N Z I/i 0 � � H Ax H PAUL WELCH INC. MECH-ELEC-CIVIL ENG 1984 SW BM7MORE ST. #114 PORT ST LUC E, PL 34984 PAUL WELCH, P.E. FLA REG. No. 29945 Date: SCALE: AS NOTED JOB No: 519-0103 A7 13' z 56'9" 26'3' J J 17'6' TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES D07 1ST, 3RD & 4TH 821 (1)-HETA 20 1810 (8)-16d D07 2ND 2281 (2)-HTS 20 2900 (20)-10d VALLEYS CONT. 100 # P ( )MTS 18 1000 (14) - 10d a 1 1/2" 1 STRAP AT EACH END AND AT 24" O.C. \`1 AU LESS T; 1450# EACH <1450# (1)—META 12 1450 (7) — 10d x 1 1/2" AT CBS BEARING ALL S LESS THM 1000## EACH <1000# (1)-MTS 16 1000 (14) - 10d a 1 1/2" AT FRAME BEARING TRUSS COMPANY Al LAYOUT DATE 05/23/2019 CUT -SHEET DATE 05/29/2019 NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED NOTES: VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR w/(4)-#9 SO z 2}¢" TO SUPPORTING TRUSS AND (3)-#9 SD z I%" 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 VERITY ALL ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4. TRUSS TO TRUSS CONNECTION TO BE PROVIDED BY TRUSS COMPANY. 5. SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS. NOTE: 1, DESIGN UPLIFT REACTIONS HAVE BEEN DETERMINED AND PROVIDED BY THE TRUSS MANUFACTURER'S SHOP DRAWINGS (Al TRUSS; JOB NO. 75584; LAYOUT DATE: 05/23/2019; CUT -SHEET DATE: 05/23/2019) AND REVIEWED BY THIS STRUCTURAL ENGINEER FOR DETERMINATION OF THE TRUSS CONNECTOR TYPE AND ALLOWABLE LOADS NOTED IN THE TRUSS TO WALL CONNECTOR SCHEDULE. 2, LATERAL SHEAR FORCES (F1) AND TRANSVERSE LOADS (F2) ON TRUSS CONNECTORS HAVE BEEN EVALUATED IN ACCORDANCE WITH THE 2017 FBC-RESIDENTIAL CODE. 3. ALL TRUSS TO PERIMETER 8" CMU WALL CONNECTORS SHALL BE META 12; UNLESS DESIGNATED OTHERWISE ON THE ROOF FRAMING PLAN, 4. MINIMUM 4" EMBEDMENT WITH MINIMUM EDGE DISTANCE OF 2" REQUIRED FOR META STRAPS CAST -IN -PLACE. 5. TRUSS ANCHOR -META 16 STRAP SHALL BE PROVIDED WITH "TSS" MOISTURE BARRIER SEAT. 6. ANCHORS, HANGERS, AND TIE STRAPS A5 SHOWN IN THE ABOVE SCHEDULE ARE IDENTIFIED ON THE ROOF FRAMING PLAN, SUBSTITUTION OF APPROVED EQUAL OR BETTER ANCHORS, HANGERS AND TIE STRAPS FOR THE SPECIFIED ALLOWABLE LATERAL & UPLIFT LOADS ARE ACCEPTABLE. 7. PROVIDE SUITABLE PRE -FORMED OR LIQUID APPLIED MOISTURE BARRIER BETWEEN BOTTOM CHORD OF ROOF TRUSS AND TOP OF MASONRY WALLS, WHEN BARRIER IS NOT PROVIDED WITH TRUSS CONNECTOR, J E. SIMPSON STRONG TIE ANCHORS AND STRAPS PRODUCTS SHALL BE HOT DIPPED (H.D.) ZINC -GALVANIZED PER ASTM A123 TO C90 AS MEASURED BY ASTM A653, OR BETTER. o iu J7 '4- 9. ALL CARBON STEEL ANCHOR BOLTS, FASTENERS, AND NAILS, UNLESS OTHERWISE SPECIFIED, SHALL BE HOT DIPPED ZINC GALVANIZED IN ACCORDANCE WITH ASTM A153 STANDARDS. (1J _. i 14'7") 10'8" 10'6" 'I' 21' 56'9' 10. ANCHOR BOLTS (A.B.) SHALL CONSIST OF "J" BOLTS WITH MIN. EMBEDMENT OF 10" CAST —IN —PLACE AT TIME OF WALL GROUTING WORK. SETTING ACHOR BOLTS AFTER WALL CONSTRUCTION SHALL CONSIST OF ALL THREADED ROD (ATR) DRILLED AND ANCHORED WITH HILTI HIT RE-500 INJECTION EPO;:Y SYSTEM (OR SIMPSON EPDXY —TIE (ET) EPDXY ADHESIVE) IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. MINIMUM EMBEDMENT DEPTHS SHALL BE AS FOLLOWS: ANCHOR DIA. s�8» y4" 7�8» DRILL HOLE CIA. ,MAX.) iYfif, 1' EMBEDMENT DEPTH ,MIN.) a . � INN, � Y \�1 Ippppl�lll► � _ I p 0 Ilpllll I 0 �� \ I IP', � �,� o=� PLYWOOD SHEATHING NAILING SCHEDULE LOCATION NAIL SIZE/TYPE EDGE SPACING FIELD SPACING NOTES WALL Z SHEATHING (15/32) 0 ALL WALL ZONES 6d COMMON 6" O.C. 6" O.C. E Q ® 8d Ring Shank 4" O.C. 4" O.C. (OVERHANGS) ROOF Z SHEATHING (19/32") N O 8d Ring Shank 4" O.C. 6" O.C. E 1U Bd Ring Shank 6" O.C. 6" O.C. 8d RING -SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 1. 0.113-INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCHES 4. 0.280 INCH FULL- ROUND HEAD DIAMETER 5. 2-INCH NAIL LENGTH EAVE „Aa® ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 0 NAILS AT 6" O.C. PERIMETER AND 6" Q.C. FIELD ZONE © NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE 03 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK COX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3,1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. A=5' REVIEWED FUH CODE COMPLIANCE ST. LUCIE COUNTY BOCC ij�_ . DRAF1'ING SERVICES row"iw"na ru PHONE: C772) 237-7942 M o a a o q z to ° A A p0p�� U 0 zu 0 rn G 5 G z vT{ n� Z "UI Qz W zA WNW a x0au z wU��� ~ A U I� 0 N w w wx O PAUL WELCH INC. MHCH-ELEC-CIVIL ENG 1984 SW EH.TMORE ST. #114 PORT ST LUCIE, PL 34984 PAUL WELCH, P.E. FLA RHO. No. 29945 Date: SCALE: 1/4" =1'-O" JOB No: 519-0103 A8 ELECTRIC LOAD CL'S PER NEC 2,529 sq. ft. x 3VA (GENERAL LIGHTING) 7,587 VA GARBAGE DISPOSAL 900 REFRIGERATOR 1,200 MICROWAVE 1,500 DISHWASHER 1,800 RANGE/OVEN 6,000 DRYER 5,000 WASHER 1,200 WATER HEATER 4,500 OPT. POOL PUMP 1,500 OPT. POOL HEATER 6,000 OPT, WELL PUMP 2,000 OPT. IRRIGATION PUMP 2,000 MISC. 10,000 TOTAL 51,187 VA FIRST 10 KW 0100% 10,000 REMAINDER 040% 16,475 TOTAL 26,475 A/C HEAT ® 100% 10,000 TOTAL 36,475 VA TOTAL/240V 152 AMP. USE 200 AMP SERVICE PANEL ELECTRICAL SYMBOL LEGEND SWITCH $ DIRECT WIRE ® LIGHT FIXTURE �\ 3—WAY SWITCH $s THERMOSTAT © CEILING MOUNTED �J 4—WAY SWITCH $� PHONE LIGHT FIXTURE \ w/PULL SWITCH PJ DIMMER SWITCH $c TV JACK Q 120Y OUTLET SMOKE DETECTOR RECESSED LIGHT HALF —HOT OUTLET CARBON MONOXIDE RECESSED LIGHT �P DETECTOR VAPOR PROOF Y 220V OUTLET EXHAUST FAN FLOOD LIGHT rZ GFI OUTLET PUSH BUTTON to WP GFI OUTLET Qp DOOR CHIMES 2229 CEILING FAN with (� t$1 ALARM PAD o LIGHT QUAD OUTLET PANEL A/C DISCONNECT METER rc�l GARAGE DOOR _ �eo FLUORESCENT CEILING OPENER J LIGHT FAN x JUNCTION BOX 91 SPEAKER GARBAGE DISP. (p LIGHT FIXTURE WALL MOUNTED (2 #1 to /0 RHHN—� S R CE CABLE WITH (1) #4 GROUND 200 AMP PANEL — MAIN BREAKER 40 CIRCUIT 2 POLE, 1 PHASE 3 WIRE SERVICE &'m CU WIRE BOND — TO COLD WATER PIPE WEATHER HEAD ELECTRICAL NOTES: SMOKE DETECTORS TO BE 110V w/ BATTERY BACK UP —ARC FAULT CIRCUIT. SMOKE DETECTORS TO BE LOCATED AS SHOWN. SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE. PROVIDE ARC —FAULT PROTECTION FOR ALL BRANCH CIRCUIT OUTLETS, PER N.E.C. 210.12 EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. PROVIDE PHONE AND TV OUTLETS, VERIFY LOCATIONS. MICROWAVE OUTLET TO HAVE DEDICATED CIRCUIT. ALL BATH, GARAGE, KITCHEN, AND EXTERIOR OUTLETS WHERE NOTED TO HAVE GROUND FAULT INTERRUPT. PROVIDE LEGIBLE DIRECTORY AT PANEL INDICATING INDIVIDUAL CIRCUITS. ALL WORK SHALL COMPLY WITH ALL LOCAL STATE AND NATIONAL CODES. CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10' FROM ALL BEDROOMS. PROVIDE TAMPER RESISTANT RECEPTACLES PER N.E.C. 406.11. RUN CONDUIT WITH PULL STRING FOR FUTURE POOL EQUIPMENT. FROM FPL SERVICE 2" RGS OR 2" RGS SERVICE IMC CONDUIT DETERMINED BY POWER COMPANY W/2 #3 0 THHN (W/(2) #3/0 CU) +0) 1Y CU +(1) 1/0 Cu CU OR EQUAL 2Rif, CE®CAI WITH (1) #4 200 AMP PANEL — MAIN BREAKER 40 CIRCUIT 2 POLE, 1 PHASE 2" RGS OR — IMC CONDUIT W(1) /OCTH U HN CU OR EQUAL RATING—­10,000 A/C MGIGR 2RUPTING) ���--�� (MIN RAT10,000 I/NG= INTERRUPTING) #4 SOLID COPPER GROUND TO 5/8"x20'—O" REBAR EMBEDDED IN FOUNDATION (OR NEC EQUAL) 00 AMP DISC.— REQUIRED FOR XTENDED SERVICE ONLY) #4 SOLID COPPER GROUND TO 5/8"x20'—O" EMBEDDED IN FOUNDA71ON (OR NEC EQUAL) CU WIRE BOND TO COLD WATER PIPE RGS OR SCH. UNDREGROUND SERVICE FROM FPL ABOVE GROUND ELECTRICAL RISER UNDERGROUND ELECTRICAL RISER REVIEWED F0-% 120/240 V, 1 PHASE, 3 WIRE SERVICE NO SCALE 120/240 V, 1 PHASE, 3 WIRE SERVICE NO SCALE CODE COMPLIAPil" -_ ST. LUCIE COM"' DRAFPIN6 SERVICES +Owreiwnne, ci.c PHONE: (772) 239-4942 W Ww.'tnawsuRacowsrpnwnalo.mm m C t� 4 W � w A A z 0 U W G Q A z PAUL WELCH INC. MECH-ELEC-CIVU. ENO 1984 SW EE.TMORE ST. #11 PORT ST LUCIE, FL 34984 PAUL WELCH, P.E. FLA No. 29945 Date: SCALE: 1/4" = 1'4' JOB No: 519-0103 El C. .101811 -a 10'6 + ' 21' g6,9" NOTE:. ALLTRUSS TO WALL AND/OR TRUSS TO j LEDGER CONNECTIONS BY BUILDER Li w N (UNLESS NOTED OTHERWISE) 5 NOTE: ALL CEILING DROPS BELOW BEAM ARE 5)= a E ° > o BY BUILDER (UNLESS NOTED OTHERWISE) o 71 omo,ma o 'U c 9 N� F a . * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW a TRUSS I.D. AND TRUSS LOCATION ONLY, THE BUILDING a � " t E ~ DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL a c n N aaa) N C +y L N U 6 cP '+ ' STABILITY OF THE ENTIRE STRUCTURE.REFER TOTHE F s u, � Q N ) I INDIVIDUALTRUSS ENGINEERING DRAWINGS FOR " " � 2 o Z3 0 GRAVITY AND UPLIFT LOADS. u L t -o N zff o° FOR BRACING ERECTION DETAILS REFER TO a N GL a' BCSI-03AND/OR ENGINEER OF RECORD a a o m 2 w EUj 19141' RG I�_REPRESENTS THE LEFT SIDE 'E2EN OF EACH TRUSS DRAWING < 2 a 2, _ .E a E ( NOTE: REFER TO USP CONNECTOR 0 E a o¢ 3= a rn CATALOG FOR INSTALLATION DETAILS) ga; A JUS24 FJ THD46 Q -- aa�N '�� 0 0 6) II I B JUS26 j MSH422 R--- o a E 0.� n 3 n 12-0I BRG NCll�=�N�r» CTHD26 K MUS26 S j - - o M ° _ c co Up Ecl�m-oNca E p THD28 L HJC26 T--- L 0 n N iu }L, N }, c; tU 8 F'j ETHD26-2 - - - a L L mum-- n THDI-126-2 1,,,� EL a) -' � i� o a C o I1 F I J THD26-21FL �i -- N = z'_G 11314 BRG THD28-2 m z N o a) y 2 flJ N N N (p Ts O G a UNi q G JUS46 F^ --- X --- z N mo'r N F= 'ya w2 EN IwLn HBB HANGER BY BUILDER BBB BEAM BY BUILDER _ ,d 8 ti Z LSTA12 @TC & BC ' NOTE: LSTA STRAP N 29ae 0 110"RECESS o P N o a- a E •- INDICATED TO BE USED IN ° o 9 g Zt LSTA12 @TC m°�mN8 CONCORDANCE WITH o 2 `7b LSTA12 @ BC CORNERSET DETAIL Z m aL 0 L (D N (U •- D m. O. w a LOADING ROOF FLOOR WIND LOAD L'� ° °' �'U E o` a ca m-O�,m n O O LIVE LOAD 20 ASCE 7-'10 v cc2 10 v� o 2 r� L 0 E a' t_ 0 I- U DEAD LOAD 10 160 C O > °° a m _ ° 9 E O LA c 14 ,L-.. N �) aY in E LIVE LOAD CATEGORY 11 a ==ERA c I...O L .- 6 O m U DEAD LOAD '10 ENCLOSED c a c E Ltl z Y TOTAL LOAD 40 FBC-2017 w o 2 Cc o) a 0 C .E' o L C U L Z. DURATION FACTOR 1.2E TPI-2014 s r ` N >`o m c a) N o = a) c2 c c: PEV DATE BY REMARKS 33.m m N o E o ---/-'/---- - N E 2) = o o>a`NEv�� YY Y Zz C. N aR .UU L N A O N ay. m = It is understood that above ❑ APPROVED C N 2 :a 2 C] W :G 'twtw N conditions have been reviewed & o E a N a L= I E �Y� CE are acceptable for the fabrication ❑ APPROVED AS NOTED d o w � y ~ E at trusses, elevations,pitches, ° overhangs, fascias,ceiling F� REVISE AND RESUBMIT v Y E s elevations/pitches, bearing o o a c .E a conditions & all detail pertaining E] REJECTED o,"n.F N 8 ° o o 6. L a m w 4 c o to this truss placement plan. No cl- - W C 'C]CANU back charges will be accepted _ 3 x o E a m CD DATE E �- � 0 without previous written approval a 2 g N` from an A-1 Roof Trusses E N E a-� 6 0 representative. c N .o o. REVIEWED BY E C] N PLAN DATE ARCH: --/--/---- STRUCT:--/--/---- a � � � o = N 00Q 50f2 N N pO. a = Y 07 CUSTOMER RONALD HERNANDEZ 2 �3 t ` � h U N L N 6 _— N ` = N 9 0 cc: Ea9N JOB NAME CRUZ RESIDENCE _ = N N N L � ao OPTION(S) N 2 � C COMMNTY ° o u) 7 N N tD 2 23 ❑ R L 1 /LOT # V 5 0a J; o � d REVIEWED FOR " N 5) N Q CITY FORT' PIERC�DE COMPLIANCE n, ~ N *f COUNTY ST LUCIE - 3 BLDG BLDG c2`6 < U—o ON ) TYPE co, # E cmta�= s{ N N :-n o N rA H z�A 0 CC) �>> �,k N E �, ai H a) cc wc -o ui a i z=F�arn JOB # 7,9584 MASTER � 0'� � � = U u ° D iN N N U a N _ UVWWUO a�.o 1-1h-L o c J'H cc Jz WUO.JW �i��� �w DRAWN SCALE m ll w nW Ka X' DATE ucN is fzm ag 4-12-21J19 O cc E a' o C a, M- U. BK NTS �¢ zYai- N = 10 ,.. Cat'. c iu '- If < a c . L o E :_ N 'gip R1 dN �"$ �....e 1 OUF L E N i m w_ i rr. ra L _ UO L..�- -a y- � ` fi ' IU E ?Ems-° 2oL.44 m.2 J cU tJ -O N U N W L cc 0'' Ph 772-409-1010 / Fax 772-409-1015 u) 9 a ° E a UmN y > > o http://www,a1truss.com