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HomeMy WebLinkAboutRevisions; Garage Door, Soffit Vent, ShingleOFFICE USE ONLY 1 DATE FILED: REVISION FEE: i PERMIT # RECEIPT PLANNING &DEVELOPMENT SER BUILDING & CODE REGULATION DIVI p 2300 VIRGINIA AVENUE N�eFORT PIERCE, FL 34982.56 vl1 (772) 462-1553 SSW eC APPLICATION FOR BUILDING PERMIT pem' PROJECT INFORMATION LOCATION/SITE ADDRESS: r / A — /// DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION - STATE of FL REG./CERT. #: e� BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): OWNER/BUILDER INFORMATIO/N: NAME:71%e ADDRESS: PJ� CITY: ST PHONE (DAYTIME: C/ ARCHITECT/ENGINEER INFORMATION: NAME: C& ADDRESS: CITY: S PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 TATE: ST. LUCIE CO CERT. #: FAX: Io FAX: ZIP: ZIP: June 1, 2021 . .SUMMIT DESIGN & FORENSICS, INC RE: 401 East Midway Road Fort Pierce, Florida Permit # 2012-0551 File Copy Attention: Inspector, For the above -captioned address, the following issues have been addressed and revised on the permit drawings. Garage door, front door and shingle NOA's have been updated on the cover page. Interior bearing wall header detail applied for the A/C return now located in the interior bearing wall. Cabana door height has been revised on plan and elevation. It is structurally acceptable to cut the truss tails from 24" down to 16". Overhang revised on permit drawings. Soffit vents revised to 6"x24". Attic vent calcs revised. If you should have any questions, please call me at 772-285-0572. Respectfully Submitted, EN * No. 80 t Brian J. Maskol, P.E. Summit Design & Forensics, Inc. = STATE OF % W State of Florida % ® awe License No. 66080 ii//'/QNAI ,E\\e�� a it ' I ( I ( II ��� I II III III III III III II III I I � I �I IIIIII IIIII� III II���h i��lvl�l II II II II II II11 II II 11 II II II II II II II II II I II IIII LI j � d _1? e --- - -g-: Js - a �f y �Y =� - aP ._.- "' s I -S - - - 9F a § a f $ �q .�. `� ..�.. .�® I BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL DATA OPENING SCHEDULE: EXTERIOR SWING DOORS OVERHEAD DOORS, SLIDING GLASS DOORS, FIXED GLASS, AND WINDOWS PRODUCT DESCRIPTION MODEL MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN BUILDING DESIGN PRODUCT NUMBER DESCRIPTION TYPE, SIZE, SPACING & EMBEDMENT PRESSURES (PSF) PRESSURES (PSF) APPROVAL NO. OVERHEAD 8100 8100 WAYNE _ " x 1 " LAG SCREWS 3 PER BRACKET 9Ss RE O T +30.0 SEE ELEVATIONS FL# 8248.10 GARAGE DOOR 8200 DALTON „ -33.5 GLAZED DOUBLE DOOR 160 SENTINEL CGI I IMPACT x 1 " MIN. EMBED. TAPCONS SPA. ®14" O.C. MAX. Y, Ya + -80.0 / SEE ELEVATIONS - NOA# 20 0722.16" SOLID CORE SINGLE DOOR COO . EDGE STEEL DOOR MASONITE IMPACT Ya" x'1Ya" MIN. EMBED. TAPCONS SPA. ® 14" O:C.. MAX. +/-70,0 SEE ELEVATIONS FL# 22513.E . SLIDING GLASS DOOR SENTINEL 150 CGI IMPACT (2) Y;' x 1Ya" MIN. EMBED. TAPCONS SPA. 0 16" O.C. MAX. +/-60.0 SEE ELEVATIONS NOA# 20-0729.06 HORIZONTAL SLIDING WINDOW HR120-SENTINEL CGI IMPACT Y4".x %Y MIN. EMBED, TAPCONS SPA, 0 12" O.C. MAX. +/-65.0 SEE ELEVATIONS NOA# 20-0610.03 PICTURE WINDOW SENTINEL 130 CGI IMPACT. 1I x: 1Ya" MIN. EMBED. TAPCONS SPA. 0 16" O.C. MAX. ' +/-60,5 SEE ELEVATIONS NOA# 20-0519.09 PRODUCT DESCRIPTION MODEL „ ,:ATTACHMENT METHOD ' - PRODUCT DESIGN BUILDING DESIGN PRODUCT NUMBERTYPE, . .MANUFACTURERS TYPE, SIZE, SPACING & EMBEDMENT. PRESSURES (PSF) PRESSURES (PSF) APPROVAL NO. ' .ASPHALT FIBERGLASS AMKO ASPHALT TAMKO BUILDING ROOFING NAILS PER FIRE 905:2 6 PER SHINGLE ( ) VULT: 194 tin h P VULT: 160 mph P FL 8355. # 1 1 REINFORCED SHINGLES SHINGLES PRODUCTS, INC HURRICANE SHUTTERS N/A SOFFIT COVERING To BE BUILT ON -SITE USING: 3/8" HI -RIB SELF FURRED EXPANDED MEAL LATH WITH SOFFIT ".K-PAPER" BACKING (CEMCO; 3.4 LBS/SQ. YDS, MEETING ASTM C847) FASTENED TO EACH ROOF TRUSS WITH NOT +24.2/-32.4 NOT APPLICABLE COVERING #B(MIN) x 1 '1/4" PHILLIPS. PAN/TRUSS HEAD SCREWS (18-8 S.S. OR GALV. ASTM A307 STEEL;SPACED 5' :O.0 APPLICABLE (WALL ZONE 5) (FBC-R616:4 & - -MAX (2 SCREWS PER EA. SQ. FT: ) .OF LATH). 5 8" THICK MIN. CEMENT STUCCO MIXED AND APPLIED IN . R703.1.1 ) CONFORMANCE WITH .ASTM C926. PROVIDESCREENED SOFFIT VENTS 6"x22" AT 48" O.C. OR,ALL SOFFITS.-. MULLIONS N/A I 1. ALL. GLAZED EXTERIOR OPENINGS SHALL BE IMPACT OR PROVIDED WITH SHUTTERS. h 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.LE�S.OR EQUAL TO 0.25. a 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: BRIAN MASKOL, P.E. CERTIFICATE NUMBER: 66080 IA T t a a e �- tea, IL g3IENI£ � - g_-E 3 5 R,MY F T: E =E E �O 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. I 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: I FOOTINGS: 3" BEAMS: 'r SUSPENDED SLABS: 1 " A S 1 11 tilt 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT S NOTED GRADE A T 60 STEEL MINIMUM IN BEAMS AND COLUMNS. I 7. ALL LUMBER IN CONTACT WITH CONCRETE OR '.MASONRY SHALL BE PRESSUR TREATED. 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLAnO OF HARDWARE NOT PERMITTED. 9, UNLESS OTHERWISE NOTED, THE INSTALLATION: OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES. I 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 TUCCO OVER - WIRELATH W/ 11GA. 2" NAILS. W/ 3/8" 0: HEAD 0 6" D.C. OVER:, 3/8" METiL RIB LATH 0 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" LO NAILS WITH 3/8" to HEAD 0 6" O.C. OVER (2) LAYERS OF (15# FELT OR. TYVAK BUILDING WRAPG OVER 19/32" COX PLYWOOD WITH. 10D NAILS TO STUDS 0 6" D.C.PERIMETER AND FIELD. 14. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN NUMBER. EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR PLIES UNLESS (MORE NOTED. a g__ € �_" €�_aa " 1. INTERIOR TO BE Y2" DRYWALL FINISH. 2. ALL INTERIOR GYPSUM BOARD TO BE MIN..36" THICK WITH (13 GAGE, 1 3/8,,Ir LONG, 19/64" HEAD; 0.098" DIAMETER, 1 1/4" 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, 9/321 HEAD) SPACED AT 7" O.C. FOR NAILS AND I,12" D.C. FOR SCREWS. 3. WALLS AT SHOWER TO BE TILE: PROVIDE CEMENT, FIBER -CEMENT OR GLASS' MAT GYPSUM BACKERS 1N 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 PANELSIrY SHOWER AREAS. (PER FRC 702.4A & 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` SS THAN 0.12 WATT PER SQUARE CENTIMETER.CRITICAL RADIANT FLUX NOT LE Q EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. OARD MATERIALS AND %,'I FRC 702.2.1 ALL GYPSUM @ ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, D 514, C 630, C 931, C 950,' 1002, C 10 ,::C 1177, C 1178, C 1278, C'1395, C 1496 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 AI 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. ,-,Ae Planning& OevelopmcrttservicesDepartment 177t= Building & Code Regulations Divi{on s; 230..0 Virginia A enue. Fort Pierce, FIL 34902-(772}452•553 Certification for Design Load Compliance Pmiett.Namer. lwmucrmm FOR USE: w .This certification must be completed, signed. end sealed by the design professional of re " Submit(Z) copies forresidenfial,(3) copies for commercial vmh all permit applications it sx NeWResidencesishiglaormut8-famiyl o Residential Addition a Any accessory structure requiring a building permit a Any noMres3dential structure. • Note; Form not respired for interior renovations -provided that no exterior structural elen Certain minor building permits at the discretion of the local buiicing offidaL Contact the #:ab, DESIGN PARAMMIMANO ASSUMPT_IM jf.;¢N tsompleteallthatapply) I. DESIGN CODE; Verded4 Qld CodeSixth Edition wRh ZO� �$uppiamenti 2-. Structure Designadwicheckonek _�!(_Endosed _,.-partely fridoed.. 3, Risk Categoryilcity,__II,r,,,W__JIl,,,y_fVj.. ExposureCategory:�8, 4. Oesign Wind Velo�1.. ,mph, Y ASO^LarDEnd ZoreWidth; - S. Mean goof Height } 5 ft Roof Pitch-, e w parapet:, 6. Components Cladding Design Pressures Used, {PSF, be%ed an 10sgh @ 15'MRN,deanY Nb Zone 1:_3o*3. Zara Z: -S3:L Zone 3: -'R ior,e 4>_ a:.3 Zone S:_�N 7. :Design Loads:. Floor. ; PSF Rocf/Vead^._,�PSF Roof/Uva:.2Q.. ,I Dock.-_PSF DedI Stairs: PSF Fence: PSF Ra;bi &. Were5hear WallsConskiered for Structure? -Yes _tuft Applitabia Explain 9. Is AContfnuous: Load Path Pronnied7 ye5,_11ortAppRdable, Explain Vdtry.Not: 10.. design Sall Dearing Pressure; PSF W -test Reports Sebmithid? yes R,$NEftOFESSIONAL C'ERTtFIY,rr JQNSTATEBtENT: �'. I certify that, to the best of my knoWiedge and Belief, the attached phis & specifications have been designed to. compty vsi 1ghq ftcabte structural portions of the building codes currently adapted and enforced by St. Lucie Cow- i NC �6lei,cumil elements depicted on these plans provide: adequate resistance M the design "tilt * N i Print Name Cert#&Col Cert Auth. 7-y[/rtM�e+�7�ty4°C+'f5iliy 25 S.f• Po,4 ,y'I: LuGI�^" ,B1.4. S.,ife, 23 v li� ` �"` En P K-M a 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. COORDINATE ALL PHASES OF CONSTRUCTION WITH OWNER. 5. ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017 FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHAICALCODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION. 6. RESIDENCE LOCATED. IN NEGLIGIBLE WEATHERING. AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. BUILDING SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST P L 01UPPY14110b,I 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 /, 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 RETUN PIPING IN RECIRCULATION' SYSTEMS, 'PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6. WATER. HEATERS INSTALLED. SHALL BE IN ACCORDANCE NTH FBC 2017 ENERGY CONSERVATION.' ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE. NEC (NFPA 70) 2014 EDITION. _. A MINIMUM OF 75% OF THE LAMPS IN 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 T NED SPAQES. 4. SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT. 5. SMOKE DETECTORS TO BErLOCATED AS SHOWN. 6. 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: FAMILY RO 0 S `DINING ROOMS LIVING ROOMS, PARLORS, LIBRARIES, DENS. BEDRpOMS'JROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR .SIMILAR ROOMS PEk FBC-AND'NEb; REQU[REk`NTS, - 1\ , 8 PROV*GROUND-F ULT CIRCUIT INT ERRUPTER RUPTER PROTECTION FOR ALL 25-VOLT, SINPH Qyp' 20 AMP CIRCUITS SERVING: BATHROOMS; GARAGES, KIT - .d{CC T BUILDINGS, OUTDOORS,, OR WITHIN 72" OF EDGE OF ANY... ' SINK. " € 9. CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. g 10. EXHAUST FANS TO BE VENTED THRU ROOF OR. SOFFIT. 11. PROVIDE TAMPER RESISTANT RECEPTACLE$ PER NEC REQUIREMENTS. E� E Co=� � _ _ _ -_ -. 1. RESIDENCE SHALL BE IN ACCORDANCE WITH-1..ORIDA BUILDINGCODE 20:7, ENERGY aa CONSERVATION RESIDENTIAL. R - 2. ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE ORRETAINER .IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL R 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 NTH R402.4.3. 6, CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE NTH FBC 2017 ENERGY CONSERVATION R401.3. 7. HEATING, VENTILATION,AND AIR CONDITIONING: REFER TO MECHANICAL DOCUMENTS FOR NOTES,' REQUIREMENTS AND SPECIFICATIONS, TO BE PROVIDED BY OTHERS. g _ 2D(2 -b 55( WED 1. GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAbODF" 1%00MP 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 ST. i CIE CO TOWARD THE MAIN VEHICLE ENTRY DOORWAY. SQV V14A THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM '.DOWN .POUR LOCATIONS, 211_1_ 6" INTO CONCRETE (NO CLOSER THAN 3W' FROM EDGES AND 5" FROM ENDS OF >P WALLS). REMOVE DUST PER MFG'S INSTRUCTIONS AND USE TWO PART EPDXY TO dCHOR #5 REBAR IN PLACE USE EITHER HILT[ C-100 OR .SIMPSON:EPDXY-TIE. I IT IS THE INTENT OF THESE DRAWINGS TO SHOW GENERAL REQUIREMENTS RELATED TO THE CONSTRUCTION OF .THIS PROJECT. IT IS NOT THE INTENT TO SHOW EACH AND EVERY PIECE OF MATERIAL OR EVERY METHOD REQUIRED FOR SOUND CONSTRUCTION. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS BEFORE STARTING PROJECT. JOAN JAFFE LEG IS NOT RESPONSIBLE FOR ANY ERRORS OR MISTAKES ONCE CONSTRUCTION HAS BEGAN. IN CASE OF IO'JESTIONS, PLEASE CONSULT JOAN JAFFE LLO AND SUMMIT DESIGN & FORENSICS, INC. THESE DRAWINGS MAY NOT BE USED FOR THE CONSTRUCTION OF ANY PROJECT OTHER THAN THE ONE SHOWN IN THE TITLE .BLOCK OF EACH SHEET. i Copy a DRAFTING# SERVICES iOwx,wvpa, xx.c PHONE: (772) 237.7942 WWW.T A9UREODASMRARI7NG.COM pO > - Q � �A O p a Q U w � � Q I o ® , 0 a y E i i Q ! z4 I I {g r , i I I i W 0 I � I r v� v � 1$$ ® 3 N 9 +T W a e� r jTlo�a(�z ! < I O�H s OW00 I 0 I @S I U Z Q J co Co co -' l/1 ,It W-, JMJ IR HwHIb Q N H V N LL � in J..N Ind z � I- .. tY In N a e � N ,1{ O111// J- AI A �GENS 0.660 s /STATED W �i�oRFS,R ibZ � •G�?kr R 1� . SCALE; N.T.S. JOB No: 520-1071 a 1. ALL DOWELS AND VERTICAL BARS ARE #5 I 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 CONCRETE FOUNDATION ENOTES 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 0 THE FOUNDATION SHALL HAVE ALL VEGETATION, OP SOIL AND FOREIGN MATERIAL REMOVED. 'OF 2. CLEAN FILL SAND AND OR GRAVEL FILL, FREE 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 STALL 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 SOIL UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNI DENSITY AS DETERMINED BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACC RDANCE WITH ASTM D-2922 AT A FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY 8F THE UNDERLYING SOIL DENSITY, PRI R T PLACING 3" VTR CONCRETE. 5. SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A J MINIMUM DENSITY EQUAL TO 95 ' OFF THE MAXIMUM A DRY UNIT DENSITY OF THE FILL AS DETERMINED BY 2,. �V MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-1557. 6. CONCRETE SLABS ON GRADES ALL BE PLACED OVER / A POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED I JOINTS NOT LESS THAN 6 INCHES AND CONTINUOUSLY g LAV TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE jWC SHW TAPE. 2' Yz 3„ i 3" � 3 VTR 3" \V� LAV I2' \ WC , 2 AUTO � /~ VENT v SHW 3.,JVTR , ( DW I / KS AIR 1Yz GAP y LAV V \V 1 V„ " \ 2✓ LAVA 3" VTR V�2. In \ i \� SHW SHW e s r\ ?" ! > \ � 3 \ C.O. \ 4„ 4" (MIN.) BUILDING f TO ON —SITE SANIT SEWER LIFT STATI i _ c _Ec+TEP = m SCALE: N.T.S. 3 'a=B£ AN K7 W L i L- 6 V SCALE: I.T.S. s"m 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 DRAFTING SERVICES 0 � o � y P1 U z 0 0 A r�l p z r To o U U I x 00 0q�W �mW Z��a A uz rT 0 I FUWIaN C 0 2 v eie I I I.0W. V; W 0 O H 1. Z > 0 .6a CO rn i orZuo0 �+ �. W �p 3 J N LLI C? ulELn N s iuln ,d Z 2 rl W r V � ce IL LA LLJ In N ¢ 5 40 t1 ik V.660$ CTAT� nc [" Dat�s�aNAL N. 53 0 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; 1'-4" „ 1'-4" „ 1'-4 13 -4 L-11 4-12 L-11 — — — — PRE -CAST LINTEL — — — — — _ — — — — — — — — PRE -CAST LINTEL - - —PRECAST LINTEL — — — — — Jp 39'-6" 0 13'-6" SUMMER KITCHEN w/HOOD VTR If L-2 PORTABLE GAS GRI II I�� J �I e I I EE jI COVERED PA 1 Ise �I�p ■ ■ ■ ■ ■ I■, I IPA I.Id CAB, i ZY a v L 4 ■ \ / p ~ a 1-3 ATH #3 7'-2" 19'-4" 13' 0" 12'-2-Y4" 9'-4" CLG/TILE co X o 84"X63''EGRESS L �' 14) PNL 'X8' SGD L-5 I 8'-9Y2 -13/a" to ti GLIDER IMPACT IM CT N ■ ■ ■i■ 2B80PKT HB DEEP SHAMPOO WINI ■ ■_■ m`;— CUBBY. COORD. I s _---------- M'-------s __ SIZE & LOCATI( it Lo T I I I I I z 0 -i V w I �0 X — 9 I 13'-13/4" MASTER SUITE 12" COFFER/CARPET I ip 7'-2Y" 3'-5" 2, L J v I 60806E cv s® WITH OWNER 771 r\/ 5 I m I 25-10" 8'-5Y" I a 3 L IO BEDROOM #3° i W kv¢ L_p o I w s 11'-8" CLG/'TILE A I p 9'-4" CLG/CARPETi' (I x o I m I g! I I II • I I T�F ------------------ I -+----.-- 3, 4„ � 12'-2" I - N ■ ,r • — — — — — — — — — 2 a 13 BEDROOM #2 w~ u € 5 zeeo ; € 9,-4„ CLG/CARPET 3 I PANTRY 1. I m C 1 ' 6"8 4" ---�I X c CAB. KITCHEN II L i 1 z 10'-8" CLG/TILE LC• n, > I ■ ( ---I �. " FIELD ELD39" FLAT-TOPATE WTER REF. pI ,.t 'rD 0806EF71— 6 ESDW -eAEJ N CUSTOM KITCHEN DESIGN I BY OTHERS - 2" u /-yam '���$ BATH '��,G@ o F L.. Y f, L/A 1 i 1 : . F a � w I ■ o_ W OLRANGE W FT CLG/TILE CUMN I }- N HOOD ABOVE #2TH W_Wa L_3 4'-2 „ rT - WALL — PANTRY , x o -4„ CLG/TILE - DRYER — I OVEN CAB. m DEEP SHAMPOO iI 18BOBF 0 OPNG. OPNG. — 6' OPNG_ — DEEP SHAMPOO CUBBY.000RD. ■ 36BOBF — — — — -STEEL 2480BF DEEPCUBBS AMP6 SIZE &LOCATION ® p w 0 3 „ I I o TOLUMN _ "■ SIZE & LOCATI WITH OWNER I — --- — a N 12 4/ I — — — o WITH OWNER 3 R W ' 1 CORNER SEAT in SIA\ / I . „j W a 24BOBF - N oRnl� \ N 3 LAUNDRY 0 a 3 V E 1 1 r ° ER > ■ I e 0 9'-4" CLG/TILE e < : NINO ROOM I I 10'-8" CL'u/T`LE ImA -7" 2'-8" 5'- ■ W DI HB'z H c "' 3opeo sC mmig �` Isl I (WIC 8 w/WEATHE 10'—B" CLG/TILE jol " o alp a I V/ QD W § @ FI ERA ED AHU uo I^Im 1 s F CLOSIN ICI 00 ICI ° ■' ■ 7-37i�' 2'-4" 10 4 ' 10'-9 8-1Y4 " 11'-4" ■ MAIN EGRESS 5 DOOR PER a0 *DESIGN FOR STORAGE Qa FBC R 311.2 1 D E N „I I `' F- z2' x54^ r 9'-4" CLG/CARPET ATTIC ACCESS I 111 6' 8' GLAZED D L DR ■ w/PULL DOWN L — STAIRS J ; (FIELD LOCATE) ' 13) PNL 6' 6' CUSTOM I PICTURE WINDOW L-6 I e ' 5'-8" 5'-8" 10" 3'- 5 L-2 s■ I Pit ;• ■ ■ ENTRY PORCH 63"X63-1 GLIDER 17 l L-5o — j IMP CTons srA o 12'-8"CLG/CONC. 6'-0" 9'-4" CILG/LCOINq", EEC A 19'-0" -' 12'-8" 1I _ _ _ € POINT OF BEARING HEIGHT ' s ■ BOUTSOF- FIT 80T. 10 BEM '-8" ■ i CHANGE FROM 9'-4 TO 12'-8" —_OX — — — PRE -CAST UNTE T lay L-9 POINT OF BEARING HEIGHT : ■ CHANGE FROM 9'-4" TO 12'-8" owl ■ IL 54"X63' GLIDER 54"X61' GLIDER IMP kCT IMP IICT 6'-3" 21'-4„ 19 -8 12'-0° i, 53'-0° 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 7'-6" 8RF14-1B/1T 2459 200 1364 200 L-2 6'-6" 8F16-1B/1T 3480 200 1868 200 L-3 4'-0" 8F16-1 B/1 T 6113 200 3060 200 L-4 4'-4" 8RF14-1B/1T 5206 900 2362 500 L-5 17'-4" 8F16-1B/2T 950 900 506 500 L-6 9'-4" 8F16-1B/1T 1843 1800 1136 1100 L-7 5'-4" 8F16-1B/1T 5365 200 2276 200 L-8 5'-1'0" 81`16-1B/1T 4360 200 2080 200 L-9 21'-4" SF24-1B/1T 1114 200 480 200 L-10 13'-4" 81`16-1B/1T 1075 200 607 200 L-11 15'-4" 8F16-1B/2T 1250 500 616 600 L-12 22'-0" 8F16-1B/2T 550 200 358 200 NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CA TCRETE" PRE -CAST CONCRETE LINTEL AS NOTED ON PLANS NOTE: 3. MASONRY CONTRACTOR TO VERIFY EACH MA�ONRY OPENING WIDTH AND HEIGHT PRIOR TO CONSTRUCTION, 4. LENGTHS OF LINTEL SHOWN ARE ACTUAL LIN EL SIZES (BEARING OF 4" EACH END). SAW CUT BOTTOMS OF LINTEL MANUFACTURERS NOTCHES WHEN NEEDED TC EXTEND REBAR THROUGH LINTEL @ EACH SIDE OF OPENING, 5. ALL LINTELS SHALL BE SET TO PROVIDE A MINIMUM 4" BEARING ON MASONRY AT EACH END, UNLESSDETAILED 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 ELLS BELOW. 7. SEE TYPICAL LINTEL SECTION FOR CAST -CREME DESIGNATIONS AND PLACEMENT OF REINFORCING STEEL. STEEL PLACED IN BOTTOM OF PRECAST LINTEL SHALL BE SET ON WIRE CHA R TO PROVIDE 3/4" CLEARANCE OFF BOTTOM. DRAFfIN'G SERVICES JOAN SAPPB, LLC @ I - PHONE: (7e2) 237-7942 W W W.TREA5URECOA5TDRAV MG.00-N1 C ®xn e (% u Z m W a A a u I #' W 0 0 0 E. VZ 0 � a �m i q q W W r!W7' (!W71 z aQa© #5 REBAR CONTINUOUS g ' ALONG TOP OF WALL i 1-1/2" CLEAR o F.= FILLED WITH .GROUT /U UNFILLED i. 8" BOND BEAM BLOCK : I t�p W (RINKER/CEMIX #T81 OR EQ.) �1 FQUANTITY OF # REBAR AT. a = < T BOTTOM OF LINTEL CAVITY � GROUT SOLID (' T z (3000 psi) @ 3 g 6 — / '.. ,o Z< '.. #5 REBAR AT BOTTOM I ��' -T11 FT-j LQUANfITY OF #5 3 4" CLEAR OFF E ([Ty7 REBAR AT TOP LINTEL CAVITY I I NOMINAL HEIGHT i @ NOMINAL WIDTH I 7� O�F..W I 'Z-5/8"'ACTUA `8 PRECAST LENTIL WFhH e T w wM w € =.5 TYPE DESIGNATI N 8F66 11 _' x � €I u� 0 I @ TT4ER W 3T I Uwox I; x�ul @ I 0I 95 @ @ 1 : I i I � i REVIEWED PUF ° z > I LEGEND I CODE CC3mpI.IAIV ST. LUCIE COLIN z' u o um, o ■ °■ ■ 9'-4"H x 8" CMU MASONRY WALL SOCC pC F LU '000 pp{ O (n I--, = n@ ■ 12'-8"H 8" CMU MASONRY WALL Ln C6 ^ a WINDOW AND DOOR NOTE: I Z �' v ce IT IS THE RESPONSIBILITY OF THE WINDOW AND „,,., „„„„ „„, DOOR SUPPLIER TO COORDINATE ALL REQUIRED V R-11 .INS LATION OPENINGS WITH THE CONTRACTOR PRIOR TO ANY @ p ¢ to 2 WORK. THE WINDOW SUPPLIER IS RESPONSIBLE FOR INTERIOR 2x6 STUD BEARING PARTITION WALL CODE COMPLIANCE OF HIS PRODUCTS. a 2f pl ^ SHOWERS/TUBS SHALL HAVE FLOORS AND WALLS Tirile Cop INTERIOR 2x4 'STUD NON -BEARING PARTITION WALL 201 OF NON -ABSORBENT MATERIALS AS PER FBC , 017 REQ.. ALL GLASS ALONG A TUB OR SHOWER, WITH A SILL 0 PRE -CAS CONCRETE LINTEL DESIGNATION (SEE SHEET -Al) LESS THAN 60" SHALL BE TEMPERED AS PER FBC „J_:MA 2017 REQ. EN$ VTR SOIL PIPE VENT THROUGH ROOF * ; N .660 63"x63" GLIDER WINDOW MARK (ALL IMPACT) a (63"W x 3"H OPENING) NOMINAL (SEE MAN FACTURER'S SPECS FOR DETAILS) 2880 INTERIOR DOOR MARK (2'-8"W x 8'-0"H OPENING) 6'xB' @LAZED DBL DR EXTERIOR DOOR MARK (ALL IMPACT) (6'-0"W 8'-0"H OPENING) NOMINAL (SEE MAN FACTURER'S SPECS FOR DETAILS) ,c STATE �W Date////!/ SCALE; 1/4" = V-0" e JOB NO: 520-1071 i � DRAFTING SERVICES ASPHALT SHINGLES OVER ICE AND WATER SHIELD PEEL AND STICK ON %" CDX PLYWOOD SHEATHING ALL OVER PRE -FABRICATED ENGINEERED WOOD TRUSSES 1� 6 12'-8" BRG. 9'-4" BRG 7'-4" T.O.W. 6" VERSATEX TRIM BOARD (TYPICAL) IMPACT RESISTANT -.- DOORS & WINDOWS (TYP. ) 8" VERSATEX TRIM BOARD (TYP.) 0'-0' F.F.E. Ilim CRICKETS BOTH SIDES (TYP. ) 1 1 T Il I I I I I I I I II f l lI I III I a w i 81 o 4E o U� d SCALE: 1/4.. _ 1.A.. BACK ELEVATION SCALE: 1/4" = 1'-0" w WIND PRESSURES AS PER ASCE 7-10 EXTERIOR OPENING DESIGN PRESSURE CHART 160 MPH EXP:C MARK AREA I E ZONE 4 " ZONE `, I POSITIVE (PSF) NEGATN (PSF) POSITIVE (PSF) NEGATIVE (PSF) " 1 90.0 ' +33.5 -36.3 _ +33.5 -44.8 2 15.0 +32.7 -35.1 +32.7 -43.0 3 20.0 +31.9 -33.9 +31.9 -41.1 4 25.0 +31.6 -33.8 +31.6 -40.6 5 30.0 +31.3 -33.6 +31.3 -40.0 6 35.0 +31.0 -33.4 +31.0 -39.3 7 40.0 +30.6 -33.1 +30.6 -38.7 maw +30.2 -32.9 +30.2 -38.1 9 50.0 +29.9 -32.7 +29.9 -37.5 10 1 110 +28.4 -30.0 +28.4 -33.9 * fv�EASURED AS 4'-0" FROM BUILDING CORNER iT`£LA � E�sFVLa dies 5 : REQUIRED VENT. = 3,623 FT2 (144 IN2/FT2)/150 = 3,478 IN2 SOFFIT VENT. = 260 FT/6 FT. O.C. = 44 VENTS (44 VENTS)(6"X24"XO.5) = 3,168 IN RIDGE VENT. _ 25 FT (12 IN/FT)(1.5 IN) = 450'IN2 TOTAIi 3,618 IN REVIEWED FC )DE COMPLIA, LUCII��E//gqDo.Uj socc File Copy O C Q �3 u,� U z a Q zx z 0 Q 5 fi Q i W Z u E 04 W amp x a r u 0� p0� u r,7 a Z -� 07 v �w m^ ZIn LLI. 7 R �-, O w L, O V~UN ! �LL.�En a r✓i I I z W V U) ^ w a I �0 i ENS 660 ;a ro'• �a STATE0 W Rl Glee . /U N AL\��e\ Date`''rr \ a f�- 5 f gg a 1 er A I a. 1/4" = 1'-0° i A 9'-4" BI 6"O.H ® TYP. 9'-4" BRG. 1 6"O. H Q TYP. 6 OIL 0'-0" F.F.E. - 5' RIDGE VENT J-a-�J--� 1 6 ., pi 1. ,, 11 11 1111 1, 11 11 1. 1- 11 11 11 1 1 1 1 1. 1 1 I 11 11 1 1 ' 1 1 1 11 11 11 11 11 1 11■1■I■1■1■I■1■1■I■1■1■1■1■i■1■1■�■1■1■,■1■®■■■1■so STUCCOTEXTURED CEMENT COATING OVER BLOCK v w — 12 6 { SCALE: 1/4', _ 1'-0.. TEXTURED CEMENT; ❑ STUCCO COATING OVER _ 8" CvIU BLOCK WALL 41 (TYPICAL) - o Ld x _ ___Kg DTI ON SCALE: 114" = 1'-0" I�DRAFTING SERVICES pa IpAN JAPP9. LLC !3 PHONE (772)23779C WWW.TREASORHCQASMRAFnNG.COM ryC N O 3 In a � z` a x 0 i ° z ox a v� a o aao C i z �(4 a e � 4 € t 1 e C'1 0aw 3 t� ,`',�f� �FF I Vim' a �g �w a H W °wU I I U W �n ;r, 6 p� a i f 9 7 i REVIEWED F �, J � � CODE GOMPLI W M N _ a r J (r � w ..�N LIJ ST. LUCIE CO ,Lc no (n 7. N BOCGLrl �'z 2 3°a ;260 UMJ �v s ;n N 2 d E € u a � File Copy * , N .6608 EO rDateN , oNA1 SCALE: 1/4" '_ V-0" JOB No: 520-1071 agg I s ASPHALT SHINGLES ROOFING OVER 30# ROOFING FELT (SEE ROOF ASSEMBLY NOTES SHEET—Rt) 19/32" C-D STRUCTURAL PLYWOOD SHEATHING 12 OVER PRE—ENGINEERED WOOD TRUSSES ® 24' O.C. 6 (TYP) (SEE ROOF FRAMING PLAN SHEET—R1 FOR ROOF E SHEATHING NAILING SCHEDULE) GALV. METAL TRUSS ANCHOR STRAP (SEE SHEET-R1 FOR TRUSS CONNECTOR SCHEDULE) R-30 FIBERGLASS BATT @ INSULATION W/ KRAFT PAPER 1'— " TYP. 2X" ALUMINUM DRIP EDGE OVER 1x3 P.T. NAI ER TRUSS TAIL 88 O.H. BEARING HEIGH PRE —CAST CONC. LINTEL CENTERED 16" LONG 2x8 P.T. EL. VARIES SEE LINTEL SCHEDULE (SYP) BLOCKING FOR TORSION SIZE & REINFORCEMENT SPRING (AS REQUIRED) I " I Y2 -THICK CEILING RATED GYPSUM 2x6 FASCIA BOARD WALLBOARD SHEATHING (OTHERWISE r NON -RATED V THICK GYPSUM WALL BOARD IS REQUIRED) METAL LATH AND STUCCO SOFFIT PROVIDE 6"X24" SCREENED VENTS AT 6' O.C. Y2" GYPSUM WALLBOARD SHEATHING OVER o DOUBLE COURSE 8" CMU'KNOCKOUT/BOND BEAM 1"x2" (NOMINAL) P.T. FURRING STRIPS @ 24" O.C. Ja ¢ BLOCK GROUTED SOLID WITH (1) # 5 REBAR (MAX.) AND R4.1 (MIN.) FI-FOIL INSULATION WITH U > CONTINUOUS REFLECTIVE VAPOR BARRIER a w w 8" CMU WALL CONSTRUCTION WITH TYPE 'M' MORTAR aw a o Y1" MIN. CEMENT STUCCO COATING z WOOD BASE BOARD #5 VERT. REBAR AND #5 DOWEL BARS WITH STD.:10" LONG HOOK (MIN.) GROUTED SOLID. SET DOWELS AS INDICATED ON PLAN 4" THICK (MIN.) POURED CONC. (2500 PSI MIN.) 30" MIN. LAP SPLICE (TYPICAL) FLOOR SLAB WITH 6x6-W1.4xW1.4 (MIN.) W.W.M. (OR a FIBER MESH) OVER 6 MIL POLYTHENE VAPOR O -Y4"x 8" WIDE BLOCK RECESS BARRIER & COMPACTED TERMITE TREATED CLEAN iy SOIL FILL (SEE SHEET-P2 FOR FOUNDATION NOTES) FINISHED FLOOR SLAB FINAL GRADE "SIMPSON" STRAP PER TRUSS SEE TYPICAL EXTERIOR WALL AND CONNECTOR SCH. nxwFTi Gssxvicas FOOTINGSECTION FOR ADDITIONAL 12 INFORMATION SEE 1 �ELEV. DOUBLE COURSE CONTINUOUS PHONE: COAS 97 CONCRETE BEAM BLOCK wawT�Asuaecona mnerwa.co,+ A PRE-ENGINEERED WOOD TRUSSES w/(1)-#5 BAR IN (3000 PSI) I 024" O.C. (MAX. PACING) CONC. FILLED EACH CELL $ p i C p #5 REBAR w/90 DEGREE HOOK ° ' a ROOF CRICKET BY BUILDER wP a C1 S pp [yCQ1 �jWj A q U 3 BEARING HEIGHT ______ __ II flIII, ________________________ II II' I) Yz" DIA. WEDGE ANCHOR 3-Y2" EMBEDMENT w/2" 2x6x16'-O" P.T. (SYP) ATTACHED SQUARE WASHER w/ Y4"O x 3" TAPCONS @16" O.C. w/ 1" DIA. MIN, WASHERS 2x6 P.T. (SYP) WOOD JAMB FASTENED w/ %"x3-Y2" (S.S. 304) HILT] KWIK BOLT 3 EXPANSION ANCHOR (OR EQUAL) w/ 2" SQUARE WASHER (SEE BUCK DETAIL) o 1 GARAGE FLOOR SLAB = w = a = II JIII II II II III II I . I I I 1 111 1If'' II II II �� - � N11jj II II co _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SEE EXTERIOR ELEVATIONS d i g. � ? STUCCO OVER WIRELATH W/ 11GA. 2" NAILS W/ 3/8"0 s $ 0 E HEAD ® 6" O.C. OVER 3/8" i 3 METAL RIB LATH ®6" O.C. W/ (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER) 8" PRE -CAST LINTEL w/(1)-#5 BAR IN (3000 PSI) CONCRETE FILLED CELL AT ALL DOOR AND WINDOW OPENINGS (SEE LINTEL SCH. FOR MORE INFORMATION) ° d d d PRE—ENGINEERED WOOD I TRUSSES @ 24" O.C. (MAX, SPACING) "SIMPSON" HANGER PER TRUSS CONNECTOR SCHEDULE € z 0 ~ 1 z 2 U ti Q 0: x § 0 Q W 5 16"SQ. CONCRETE BLOCK COLUMN WITH (2)-#5 BARS VERT. IN (3000 PSI) CONCRETE FILLED CELLS STUCCO FINISH ; <' 8"X16" CMU COLUMN IN WALL WITH (2)-#5 BARS VERT. IN € CELLS PSI) CONCRETE FILLED I �N^j•� e § Ww � — € DECO STUCCO 20"X20" CMU COLUMN WITH (4)-#5 °° #5 REBAR w/30" MIN. LAP $ SPLICE Z Q e BARS VERT. IN (3000 PSI) CONCRETE ALL CELLS FILLED I I $ $ d d GARAGE #5 REBAR W/ 90 DEGREE li d° FLOOR SLAB 0iHOOK —� Tfi TT� IMTf^� �l i -11 11 �►\\ /, /. /.\�\/. / e d ff� _ \ 1,2' MIN. EMBEDMENT I \ \\ BELOW EXISTING GRADE FOOTING PER FOUNDATION PLAN O# e 3„ MIN. 2 5 DOWEL WITH 30' OVERLAP I ` CLEAR COVER j VER 6„ /\20" r (2) #5 CONTINUOUS REBAR v Xi %/ MIN.(TYj\\ (2500 PSI) CONC. ! FOUNDATION SEE PLAN FOR I g SIZES AND SPECIFICATIONSrT I �j 1 TYPICAL EXTERIOR WALL and FOOTING SECTION 2 OVERHEAD GARAGE DOOR GOAL POST TYPICAL COLUMN SECTION ENTRY+ CJ'1 S E 1/2„ =1'-0" SCALE: N.T.S.CALE:112E I n E x fir L� ox a 6 E SHOP DRAWINGS APPROVED I l E ` � � � z � PRE -FABRICATED WOOD U ROOFING NOTES: W cv E TRUSSES 024 O.C. U $ 1. SEE COMPONENT AND CLADDING PRODUCT APPROVAL SCHEDULE FOR ASPHALT ROOFING $ I O _ SHINGLE REQUIREMENTS WHICH HAVE BEEN SELECTED TO COMPLY WITH 2O17 U INSULATION PER ! Q FBC-RESIDENTIAL, CHAPTER 9, SECTION R905.2, AND CLASSIFIED TO MEET Vult=160 MPH $ e a ENERGY CODE p WIND RESISTANT RATING PER TABLE R905.2.6.1 RAT RUN 1x4 (MIN.) 4 , LAID FLAT @8'-0" O.C. L € 2. INSTALLATION OF ASPHALT SHINGLES SHALL BE NAILED PER SHINGLE MANUFACTURER a SPECIFICATION BUT NO LESS THAN (6) 12 GAUGE x 1j" CORROSION -RESISTANT ANNULAR 1�" GAP (U.O.N.) it RING SHANK ROOFING NAIL PER TAB, OVER ICE AND WATER SHIELD PEEL AND STICK. 3. INSTALLATION OF METAL ACCESSORIES, AND PLACEMENT OF SHINGLES AT INTERSECTIONS, s^, EAVES, VALLEYS, AND GABLES SHALL CONFORM TO 2017 FBC ROOF APPLICATION s e' SIMPSON STRONG -TIE ROOF X GYPSUM WALLBOARD STANDARD RAS No. 115. I € TRUSS CLIP TYPE STC 1 CLIP SHEATING @ 2x4S 2 CLIPS `0 2x6S 3 a L , I 4. UNLESS OTHERWISE SHOWN,. EXTERIOR CEILINGS OF FRONT PORCH AND REAR PATIO AND 2x4 CONT. TOP PLATE � I' CLPS ®2X8S 'NOTE: EQUAL SOFFITS SHALL CONSIST OF �/s" CEMENT STUCCO OVER WIRELATH' WITH 110A.x2" LONG ) ( Q OR LIGHT GAUGE METAL NAILS WITH %" HEAD AT 6" O.C. OVER %- METAL RMB LATH AT 6" O.C. PROVIDE (2) ANCHORS MAY BE SUBSTITUTED) T-TRACK LAYERS OF 15# FELT OVER EACH FRAMING MEMBER. PROVIDE 6"X22" SCREENED SOFFIT' I ! VENTS AT 48" O.C. ONLY AT GARAGE, ENTRY, AND PATIO IF LIVING AREA IS SPRAY FIRE ;BLOCKING WOOD STUDS LIGHT GAUGE, METAL C-STUD o I FOAM' INSULATION. (SEE NOTE #1) 2x45 @16" O.C. FOR H=10' TO 14' 3 1/2" 024" O.C. FOR H=8''T0 10' i fi 2x4S ® 24" O.C. FOR H=8' TO 10' 3 1/2" Q 16 O.C. FOR H=10' TO 14' 2x6S ® 24' O.C. FOR H=10' TO 14' ATTACH P.T. WOOD STUD WOOD STUD TO PLATE Z a METAL STUD WALL FRAMING NOTES: To CMU WALL WITH 2-16d NAILS ®2x4S _ > r, J I� 000, 1. WHEN METAL STUDS ARE SELECTED FOR INTERIOR NON -BEARING PARTIOTION WALL FRAMING Y4' X 3 TAPCON AT 3-16d NAILS 0 2x6S REVIEWED FOR V CO V € 24"O.C. VERT. to U M � L SHALL CONSIST OF COLD -FORMED STEEL MATERIALS AS FOLLOWS: CODE COMPLIAN Z o o USE .145" DIA P.A.F. Y2" GYPSUM WALLBOARD SHEATING Ld N A) 3Y2 METAL STUD: 3 1/2' (25 GA.) COLD -FORMED STEEL STRUCTURAL C-SECTION C�16" O.C; TO CONCRETE P.T. 2X SOLE PLATE OR LIGHT GAUGE Sr"'"UCIE COUNT j � U) w u O a PRODUCT DESIGNATION: 350S162-43; 33 KSI, G60 (OR BETTER) O I- .�. N METAL TRACK STUD (SEE NOTE #2) BOG('` E WOOD BASE BOARD MOLDING 1 STRAP FOR UPLIFT 1175# $_= . ai = J B) 3Y2" METAL TRACK: 3 1/2" (25 GA.) COLD -FORM D STEEL STRUCTURAL T-SECTION `— CONCRETE FLOOR SLAB PER PLAN 2 STRAPS FOR UPLIFT UP TO 2350# SIMPSON HTSM16 g Nrl PRODUCT DESIGNATION 350T137-33; 33 KSI, G60 (OR BETTER lz7 cn doV a COMMON PRE-ENGINEERED ROOF TRUSS I a-44 Ln Lu rl 2. BOTTOM TRACK STUDS SHALL BE FASTENED TO THE CONCRETE FLOOR SLAB WITH POWDER- / i T / /� /\IF Yi / / (ONLY) (MISALIGNMENT OF GIRDER TRUSS ;8 ^ § ACTUATED 0.22 CALIBER (MIN.) SHOT PINS, 1' LONG x 0.300 HEAD DIA. x 0.145 SHANK DIA, \ r. �/ / CONNECTOR TO BE APPROVED BY ENGINEER) WITH y,6" DIA. STEEL WASHER. PLACE 1 SHOT PIN AT 16" O.C. STAGGERED FROM SIDE -TO -SIDE OF TRACK, OR EQUAL: a\a NOTES; File Cop 3. nrps 3. ALL METAL STUDS SHALL BE FASTENED TO TOP AND BOTTOM TRACKS WITH (2) MIN. #8-18 x �� @"' PLACE FIRE BLOCKING CONSISTING OF 2x4 SOLID BLOCKING (OR CODE APPROVED EQUAL) BETWEEN (5/16" Q�s , 1. S.M.S. 0.164 DIA. SHANK x 5 / 16 HEAD), OR BETTER. ALL STUDS IN ALL INTERIOR PARTITION WALLS EXCEEDING 10'-0" IN HEIGHT. BLOCKING TO BE * O 6$08' 4. METAL STUD TRACK SHALL BE FASTENED TO 2x4 WOOD STUD FRAMING WITH (2) #12-16 x 1" PLACED IN A CONTINUOUS ROW AT 8'-0 (+/-) ABOVE FINISHED FLOOR SLAB: -Y4- HEX WASHER HEAD WOOD SCREWS (OR BETTER). 2. INTERIOR PARTITION WALLS CONSTRUCTED WITH LIGHT GAUGE METAL STUD SHALL BE CONSTRUCTED t ro OVER 2X P.T. WOOD PLATE FASTENEDASNOTED IN THIS DETAIL �`, sTA F ;fur 3: ATTACH P.T. 2x4 STUD TO ADJACENT CMU WALLS WITH "x3" PCONS 2 O.C. VERT. 2: �/ TA AT 4 16��,/R Ge e O 4 Ya z Ya 2 TITEN MASONRY SCREWS / "F9 SPACED EVENLY @ LEAST 1-Y2 FROM TOP, Dat/p�Ai AND INTO TOP CORD. (8) 10d X 3 NAILS a i a A NOTED SCALE: S i 4 520-1071 I — � 70B No. ST ANDARD REPAIR FOR TYPICAL INTERIOR NCN BRG. PARTITION WALL DETAIL RAP MISALIGNMENT (NON -BEARING WALL) SCAL®1 1/2" = V-0" 1 SCALE: N.T.S. E S1 F I fE I I s � (MOTION SENSOR)Q---,__`-- — __.-----.--- - ------ — --- —\ Iota— — — — — — — — — — — — — — — — — — — — — — — — — — — AOL — — — — — — — — — — — — — — — — — ME ER PAL I I I III R � — _ R / ■ 2AFFt ----' l \ GFI / _ e I 9 ff MIN. phi OUTLET IL OWNER)TE \ I O I / I / El I\ --I-1----------------------- ^ -- m I GFI / ---- — \ GFI GFI GFI 42"r41FF GI l \ \ 1 \ I I 42"AFF / / — — 00 220V GFI GFI GFI \ 1 1 II II I _G. II I II PANEL GFI \ \ I I 1 \ \ DISC. \ ---- \ 0 I �— \ f 1 \ \ I `" I I 1 / / 1 \ ■ '� LOOR LIGHT (M�TION SENSOR) ELECTRIC LOAD AD CALC'S PER NEC 2,455 sq. ft. x 3VA (GENERAL LIGHTING) 7 565 VA GARBAGE DISPOSAL 900 REFRIGERATOR 1,200 MICROWAVE 1,500 DISHWASHER 1,800 RANGE/OVEN 12,000 DRYER 5,000 WASHER 1,200 WATER HEATER 5,000 OPT. POOL PUMP 1,500 OPT. POOL HEATER 6,000 OPT. WELL PUMP 2,000 OPT. IRRIGATION PUMP 2,000 MISC. 10,000 TOTAL 57,465 VA FIRST 10 KW 0100% 10,000 REMAINDER 040% 18,986 TOTAL 28,986 A/C HEAT 0 100% 10,000 TOTAL 38,986 VA TOTAL/240V 162.4 AMP. USE 200 AMP SERVICE PANEL 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. I MICROWAVE OUTLET TO HAVE DEDICATED CIRCUIT. ALL BATH, GARAGE, KITCHEN, AND EXTERIOR OUTLETS I WHERE NOTED TO HAVE GROUND FAULT INTERRUPT. I PROVIDE LEGIBLE DIRECTORY AT PANEL INDICATING ! INDIVIDUAL CIRCUITS. ! ALL WORK SHALL COMPLY WITH ALL LOCAL STATE AND NATIONAL CODES. I I CARBON MONOXIDE DETECTORS TO BE, INSTALLED I WITHIN 10' FROM ALL BEDROOMS. PROVIDE TAMPER RESISTANT RECEPTACLES PER N.E.C. 406.11, RUN CONDUIT WITH PULL STRING FOR FUTURE POOL EQUIPMENT. CONTACT WINDOW MANUFACTURER ABOUT REQUIREMENTS TO MEET THE SHGC & U FACTOR. THE SHGC AND U FACTOR TO BE COORDINATED WITH ENERGY CALCULATIONS PROVIDED TO MEETIENERGY CODES REQUIRED. ELECTRICAL SYMBOL LEGEND SWITCH $ DIRECT WIRE LIGHT FIXTURE �\ 3—WAY SWITCH $3 THERMOSTAT CEILING MOUNTED 4—WAY SWITCH $ 4 PHONE LIGHT FIXTURE /P\ w/PULL SWITCH l/ DIMMER SWITCH $p TV JACK 51 120V OUTLET SMOKE DETECTOR gp RECESSED LIGHT R HALF —HOT OUTLET CARBON MONOXIDE pp RECESSED LIGHT v DETECTOR VAPOR PROOF 220V OUTLET 9 EXHAUST FANAM CZ FLOOD LIGHT GFI OUTLET PUSH BUTTON d g WP GFI OUTLET G I Qp DOOR CHIMES ° 900 CEILING FAN with I w9 ALARM PAD o LIGHT QUAD OUTLET YP PANEL A/C DISCONNECT METER Ec�l GARAGE DOOR — J FLUORESCENT CEILING OPENER LIGHT FAN JUNCTION BOX ❑ SPEAKER —Ca GARBAGE DISP. LIGHT FIXTURE 4( ?F WALL MOUNTED WEATHER HEAD \ �� I \ ■ IN 11 Will in / LIGHT F.W I •� / (MOTION SENSOR) ff `/ I Tq LIGHT SWT LOCATE) — — — — (PIELD / 2� ##1�/0 CU 0 RHHN {2 #1f0 l � CU RHHN I GFl I ERVICE CABLE IS/O SWIT ICE CABLE / ■ __________ —_—I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I ■ ■ — — WITH (1) #4 GROUND 2" RGS OR WITH (1) #4 GROUND 2" RGS OR / _ ■ / ■ ■ IMC CONDUIT IMC CONDUIT ■ / 200 AMP PANEL BREAKER W/2 #3 0 THHN W/2 #3 0 THHN 9Y CU / MAIN 4(1) 1/0 CU 200 AMP PANEL +(1) CU OR EQUAL MAIN BREAKER CU OR EQUAL % 20POLE, 1 PHASE METER 40 CIRCUIT / / ' 1 PHASE ■ 3 WIRE / GF ■ ■- ■ ■ ■ ■ ■ ■ AMP DISC. 00 AMP DISC. /00 y REQUIRED FOR XTENDED SERVICE (REQUIRED FOR ONLY) EXTENDED SERVICE ONLY) #4 SOLID COPPER FT FT J GROUND TO 5 8"x2O'—I REBA U WIRE BOND / TO COLD WATER UNDREGROUND SERVICE CU WIRE BOND EMBEDDEDIN FOUNDATION PIPE FROM FPL PPE OLD WATER (OR L) F EXHAUST VENT THRU' SOFFIT VENT THRU ROOF—\ EXHAUST VENT THRU'ROOF OVERHEAD SERVICE FROM FPL 2" RGS SERVICE DETERMINED BY POWEREVIEWED FOR (l) 1 /0 U #3/D +cu)CODE COMPLIAN( +(1) 1 C ST. LUCIE COUNT METER BOCC #4 SOLID COPPER GROUND TO 5/8"x2O'—O" REBAR EMBEDDED IN FOUNDATION (OR NEC EQUAL) UNDERGROUND ELECTRICAL RISER ABOVE GROUND ELECTRICAL RISER 77 120/240 V, 1 PHASE, 3 WIRE SERVICE NO SCALE 120/240 V, 1 PHASE, 3 WIRE SERVICE NO SCALE '"'Yry�yr'Mviy�ernlurwrwemueneaeeny`y ia, snuuxeinum w~M�u.,:......nnu ..mva-r...i �.....,,. - File Copy I { I DRAFTING SERVICES aowN lA"P8. 1-�< i PHONE: (772) 237-7942 I W W W.TREASURECOASTDRAP O.COM N S z y z W a A 0 U ` I e i 1 7 a 2 A U U I O I°z z0N] ur A 5x o i W 5 0 i 9 's Fy@ E 3 I F 9 R I S 0 u I z �wa�x M Ilj 04Za uz I0I WO k v; Uwo W 0 3 I 3 I { I i I lJ g Z j d. I 1 V1 co I V m � ; Z U m w ^ Lu _=j, o �CC FLn _LU N ILL O V) ONO = J § O y Ln nN a.Z w e u (n O I L d F W N Q Il I I11;/ �EV. s ` I Qz • O< * ; o 660 E0 Date: '�11111111 € SCALE: 1/4" = P_0" JOB No: 520-1071 I El i 1 9