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HomeMy WebLinkAboutAPPROVED FDOH Plans GENERAL NOTES PROPOSED KEY LARGO SPEC 1 ) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS PLAN INFORMATION AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 6006 SPRUCE D R FORT PIERCE F L . 349 82 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER 7 A SINGLE FAMILY RESIDENCE : AS CONSTRUCTION PROGRESSES, MODEL CUSTOM 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THIS ELECTRONIC SIGNATURE AND SEAL GARAGE SIDE RIGHT 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2020, FBC 2020 _ ELECTRICAL SERVICE OVER HEAD RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY CERTIFIES ALL ( 10 ) PAGES IN THIS FILE . EXPOSURE IF 160-C CONSERVATION, AND THE NEC (NFPA 70) 2017 EDITION, 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION Digitally S ) �'lned PLAN DIMENSIONS 81 '-8" X5T-0" AREA PER FRC3o1 . Paul av y g ' tlo. 24945 Na=r . s AREA TABULATIONS ENERGY CONSERVATION NOTES by Paul Welch * '`s + 1 R LIVING AREA 1799 SQUARE FEET ^� q q q t. STATE OF 7{x 2 CAR GARAGE 388 SQUARE FEET 1 ) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY Date . : 2021 . 1 1 . 1 1 " *' fi� oR141 r° COVERED ENTRY 45 SQUARE FEET CONSERVATION RESIDENTIAL. Welch , _ 4r' SdDkAk.E1 " * 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDI A LEE SPACES AL UNCONDITIONED SPACES `rrro,, BACK PORCH 164 SQUARE FEET SHALL BE WEATHERSTRIPPED AND INSULATED TOA LEVEL EQUIVALENTTO THE INSULATION ON n ,I+„ 09 . 7 . 09 05 ' 00 ' THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS �� TOTAL FOOTPRINT 2396 SQUARE FEET REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE - - FILL FROM SPILLING INTO THE LIVING SPACE. COPYRIGHT REMAINS THE PROPERTY OF PORT ST 3 THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN LUCID PROPERTIES INC. WRITTEN DIMENSIONS TAKE )IF PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. SHALL VERIFY ALL DIMENSIONS ON SITE, 4) 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. LIVING AREA VOLUME : 14, 793. 28 SQ. FT. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401 .3. ® ® ® ® ® ® ® ® ELECTRICAL NOTES 1 ) ALL ELECTRICAL WORK SEAL BE IN ACCORDANCE WITH THE NEC 70) 2017 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURE SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES, 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL - SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, CONSTRUCTION BY . PLANS AND ENGINEERING B Y ■ DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN RECREATION ■ ■ ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS, 7) PROVIDE GROUND•FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLTLT, SIN SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. PA `r� L WELCH L C H INC . 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS, PORT ST LUCIE PROPERTIES 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 201 SW PSL BLVD UNIT 1033 PAUL WELCH , P. E . REG . 29945 PORT ST LUCIE , FLORIDA , 34984 ADDITIONAL NOTES MODEL : ( 772 ) 3361wmt0050 CONSTRUCTION OFFICE : ( 772 ) 249 -0089 WWW. PSLPROP. COIIII . .. 1 ) INTERIOR TO BE W DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. ''/V THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD ; 0.098" DIAMETER, 1 '/." LONG, ANNULAR-RINGED; SO COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, - 5/64" 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' RECOMMENDATIONSAS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2), 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. PLANNING & DEVELOPMENT SERVICES DEPARTMENT 5) WALL AND CEILING FINISHES SHALL HAVE AFLAME-SPREAD CLASSIFICATION OF NOT T DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE - �+ /+ �+ GREATER THAN 2oo. PLAN SHEET ST LUCIE COUNTY, FLORIDAA BUILDING & REGULATIONS DIVISION 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL PROJECT NAME : PROPOSED SPEC HOME OCCUPANCYTYPE : R- PRODUCT REVIEW AFFIDAVIT - RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER, EXPOSED FOAM INDEX STREETADDRESS : 6006 SPRUCE DR , FORT PIERCE FL. 34982 CONSTRUCTION TYPE : V BUILDING PERMIT NUMBER : OWNERS NAME PROP. SPEC HOME APPLICANT : PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR r - PERMIT NUMBER : ' 'IF I ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. SHEET A100 CERTIFICATION STATEMENT : OPENING PRODUCT RATED PRODUCT 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO PRODUCT MANUFACTURER MODEL NUMBER GLASS TYPE METHOD OF ATTACHMENT ASTM C 36, C 79, 0 475, C 514, C 630, C 931 , C 960, C 1002, C 1047, C 1177, C 11780 C 12783 C COVER_ SHEET ICERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED'TO COMPLY WITH THE APPLICABLE DESIGN PRESSURES DESIGN PRESSURES APPROVAL NUMBER 1395, C 1396 OR C 165BAND SHALL BE INSTALLED INACCORDANCE WITH THE PROVISIONS STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST. LUCIE COUNTY, I ALSO CERTIFY THAT STRUCTURAL ELEMENTS Impop SH EET A101 DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS, OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO FLOOR PLAN ASTM C 557 DESIGN PARAMETERS AND ASSUMPTIONS USED : anfi" X 1-1/4" MIN. EMBEOTAPCONs 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR SHEET A102 WINDOWS SEE ELEVATIONS + / - 55.0 MI WINDOWS & DOORS 185 SH FL # 17499.1 IMPACT AT2" / 16" O.C. PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING ELEVATIONS 1 . FLORIDA BUILDING CODE : 2020 EDITION WITH : X SUPPLEMENTS AND ASCE 7 16 WINDOWS N/A N/A N/A N/A N/A N/A N/A ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVEAFLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX SHEET A103 2. STRUCTURE DESIGNED AS : ENCLOSED : X PARTIALLY ENCLOSED : OPEN BUILDING : MULLIONS N/A NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. ELECTRICAL SHEET A104 3. RISK CATEGORY : 1_ II X III _ IV _ EXPOSURE CATEGORY : B _ C X D _ FOUNDATION 160 124 N/A 5' BLOCK GLASS N/A N/A N/A N/A N/A NIA N/A 4. DESIGN WIND VELOCITY : MPH ASD LRFD END ZONE WIDTH : SHEETA105 SKYLIGHTS NIA NIA NIA NIA NIA N/A N/A STRUCTURAL NOTES BLOCK & TIE BEAM 5, MEAN ROOF HEIGHT : 1242' ROOF PITCH : 6112 PARAPET : NIA FT. IF I 1 ) DESIGN LOADS IN ACCORDANCE WITH ASCE 7.16. SHEET Al O6 (2 ROWS) 1/4" x 14/4" MIN. EMBED 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.). 6. COMPONENTS & CLADDING WIND PRESSURES USED : ( PSF, BASED ON 10 SQ. FT. @ 10' MRH ) SLIDING GLASS DOORS SEE ELEVATIONS +l- 55.0 MI WINDOWS & DOORS 120 / 130 J 140 FL # 22401 .3 IMPACT TAPcorlsnrfi° / ts" 0.0. - HVAC & PLUMB. - 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE + 26, 6 ZONE 2: + 26. 6 ZONE 3: + 26. 6 ZONE 4: + 35. 6 ZONE 5: + 35. 6 GARAGE : + 30. 3 SWING TYPE DOORS N/A N/A N/A N/A N/A N/A N/A A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, SHEET A107 4ZONE 1 : 7. 8 65. 8 90. 1 38. 7 FF, 47. 7 IF, 37. 0 IMPACT 1/4" x 1 -va" MIN. EMBED TAPCONS AT 6" / 14" o.C, 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS, TRUSS LAYOUT FRENCH DOORS SEE ELEVATIONS + If 1, 50 THERMA-TRU SMOOTH STAR FL # 20468.9 AND T & 7" EACH SIDE OF MEETING POINT TOP AND BOTTOM SEE PLAN FOR SIZES & STEEL REQUIREMENTS, SHEET A108 7. DESIGN LOADS : FLOOR : 40 PSF ROOF / DEAD : 5 PSF ROOF I LIVE : 20 PSF BALCONY ' NSA PSF r I 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: DETAILS DOCK : NZA PSF DECK : NZA PSF STAIRS : NZA PSF FENCE : NZA PSF RAILING • NIA PLF ) CONCENTRATED GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 FL # 15371 .5 N/A 5/16" x 1.5/6" MIN. EMBED LAG SCREWS FOOTINGS: 3"BEAMS: 1 %"SUSPENDED SLABS: 1 %" SHEET Al O9 ONE PER BRACKET MINIMUM IN BEAMS AND COLUMNS. 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL HURRICANE PROTECTION N/A N/A N/A N/A NIA N/A NIA DETAILS 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE : YES X NO (NOT APPLICABLE EXPLAIN WHY NOT) 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. SHEET A110 111 ROOF VENTILATION N/A N/A N/A N/A NIA N/A 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE NIA POLYSTICK IS NOT PERMITED. UNDERLAYMENT N/A N/A POLYGLASS USA, INC. TU PLUS FL # 5259.1 N/A 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE SHEET A111 9, IS A CONTINUOUS LOAD PATH PROVIDED : _ YES (NOT APPLICABLE EXPLAIN WHY NOT) TO SHINGLY LES OR THERROOFCOVEU PLUS YT COVERI THE NGS. TAT LOWOF DECK. STPOINTOF MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES TOSHINGLESOROTHER ROOF COVERINGS. STARTATLOWESTPOINT A THE NIA WORKABLELENGTH, LENGTH OVEauP•sEAMS 3 MIN AMD ENDL TU AP9 e M N SUITABLE, 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND PEAL HALF OF THE BACKING OFF THE ROLL AND APPLY FIRM, EVEN PRESSURE FROM THE CENTER TO THE EDGES, REMOVE THE BACKING FROM THE INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. PLAN SHEET 10, DESIGN SOIL BEARING PRESSURE : 2000 PSF SOIL TEST REPORTS SUBMITTED ? YES REMAININ10 HALF OF THE ROLL AND APPLY PRESSURE FIELD, OR SCREWED WITH DRYWALL SCREWS 1 .5" LONG AND 0,131 DW GULF COAST PANEL FASTENER #9 15 X 1-1/2" WOOD GRIP WITH SEALING 11 ) LINTELS SHALL HAVE A MINIMUM 4" BEARING, INDEX AS WITNESSED BY MY SEAL , I HEREBY CERTIFY THAT THE INFORMATION INCLUDED ROOFING MATERIALS -65,7 90. 1 SUPPLY AND 5 V CRIMP METAL ROOF FL # 33818. 1 N/A WASHER IN THE RIB OF THE PANEL, 1/4" MINIMUM 12) PROVIDE # 5 CORNER BARS W/ 30" MIN, LAP SPLICE FOR BOND BEAM, WITH THIS CEERTIFICATION IS TRU AND CORRECT , TO THE BEST OF MY KNOWLEDGE MANUFACTURING PENETRATION THROUGH THE PLYWOOD, ALL FASTENERS AND BELIEF, TO BE CORROSION RESISTANT. FASTENERS SHALL BE ' 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA, 2" LONG NAILS WITH 3/8" 1 HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING , AND HAVE APPROVED THEIR USE IN THIS INSTALLED IN THE RIB OF THE PANELAT 12" O.C. PARALLEL TO PAUL WELCH., P. E. 29945 SLOPE AND 6" O.C. ALL PERIMETER OR ROOF 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" NAME : CERT. # & CO. CERT AUTH . STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS . COX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD, DESIGN FIRM : PAUL WELCH INC. r DATE : NAME : PAUL WELCH SR , goo SIGNATURE : ON PLAN 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 ADDRESS : 1984 SW. BILTMORE ST. PSL FL. 34984 DESIGN PROFESSIONAL : PAUL WELCH INC. CERTIFICATION NO. 29945 PLIES UNLESS NOTED. F PROJECT NAME DATE : 09 / 09 / 2021 EPlI; IIVEER PROPOSED KEY LARGO SPEC HOME SCALE : 1 /4" = 1 '-0^ PAUL WELCH 1 N G . v .. Ed W W MECHANICAL o ELECTRICAL r� 4 rwcE wp1 PROJECT ADDRESS GARAGE SIDE : LEFT CIVIL ENGINEERING W 1984 SW BILTMORE ST., SUITE # 114 A 100 0 6006 SPRUCE DR , FORT PIERCE FL. 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL 34984 STATE OF i = PHONE : (772) 785-9888 ,� � SHEET TITLE : MODEL : MAUI CUST• EMAIL: PWELCHINC AOL.COM HC it D It114�y :< ~ nJ � PAUL W ELCH P.E. r ,yal�' <I�A r r�,,, s N IF 201 SW PORT ST LUCII BLVD . , SUIT 103 , PORT ST LUCRE , FLORIDA 34983 a. COVER PAGE JOB NUMBER IF FLORIDAREGISTRATION NO, 29945 PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES 12 (PER CONN . SCHEDULE) 6� 55'-6" 5V CRIMP METAL ROOF OVER 12 POLY GLASS UNDERLAYMENT R-30 INSULATION 6 FL # 5259. 1 24'-10" 20'-6" 101-2" CONT. ALUMN . MTL DRIP 161tXa" 16" x16" xe" OVER (PT) 1X2 - - - - - - - - - - - - - - BLOCK BLOCK : 1 /2" DRYWALL @ CEILING F COLUMN COLUMN (TYPICAL) H. BIBB SH-25I EGRESS SH•25 / EGRESS • ' I '• 8" X 8" X 16" BEAM BLK. ® ® ® ® ® ® Im M ® PRECASTUNTEL ® ® — — — — PRECASTLINTEL — — ® ® _ : ' . 2" X 6" PRE-PRIMED led W/ ( 1 ) # 5 BAR IN 3000 PSI ® ® — — — — — — — — — — — — — — ® SPRUCE FASCIA CONCRETE FILLED CELL 2" X 6" PRIMED & PAINTED COVERED PORCH - R/S SPRUCE VENTED + N/j(1 ) # 5 BAR FOR ALL p 0 s'-1" FLAT CEILING " PRECAST LINTELS 18 12 G ' ST (SEE DETAIL) +'. DOOR AND WINDOW OPENINGS Lj & FILLED W/ 3000 PSI CONCRETE o w 6" x 22" SCREENED STUCCO FINISH _ BEDROOM # 3 q BEDROOM # 4 1 VENTS AT 72" O.C. 1 "X 2" P.T. FURRING STRIPS 00 w '4 8'-1 " FLAT CEILING 8'-1 " FLATCEILING B" 6'-2" i @ 16" O.C. WITH FI-FOIL Z VERTICAL REBAR TIED TO DOWEL U- N 1 & RUNNING INTO BEAM BLOCK INSULATION 0 N ® ® 3-12' STEP SH•25 / TEMP. I STUCCO OVER WIRE LATH . T-10" 3'-4" 6'-8" 5'-7Y" ® ® ® ® wl 11ga. 2" NAILS WITH 3/8" IN 3000 PSI CONC. " (TYPICAL) DRYWALL 6068SGD - - - - - re M HEAD DIA. AT6" O.C. OVER VERTICAL DOWELS (TYPICAL) _ _ _ _ _ _ 3/8" RIB LATH @ 6" O.C. WITH DW- - ; O O --- - - - N N (2 LAYERS OF 15 # FELT OVER w/ 30" LAP SPLICE 8" CONCRETE BLOCKS _ SOFFIT DETAIL FROM FOOTER + EACH FRAMING MEMBER) WOOD BASE BOARDS ® 5068 / BFpouBLE SINK ? NO SCALE SEE_ FOUNDATION PLAN 6068 / BF CLOSET CLOSET DINING ROOM p R ( _ FOR SIZE & SPACING , � 4" CONC, SLAB (MIN. 2500 PSI ) ROD & SHELF e'-1" VAULTED RAN 3E ��// w/ 6 X 6 10/10 WWM OR FIBERMESH — ROD & SHELF KITCHEN w/ H OD .0_'4" TOP OF SLAB_ + I I w 8'-T' VAULTED Oj HOSE BIBB 2 .0 `I' GRADE 4' a o a---°----a-- - -a-- — m -- N ® ® 112 in SH-H32 / TEMP. T 0 . o O ❑! !BAT I I24" VANI nTYPICAL WALL SECTIONO E WALL Um38" HIGHBA iREF. m34-12" IGH NE N R q o (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) y ® 2868 ® m NO SCALE f FURR-OUT 11 '-2 °� q M BATH 8'-1 " FLAT CEILING BEDROOM # 2 1 N rn ® 8'-V FLAT CEILING 6 -7 5 -4 to ® 5-11r WALL LU w N 8'-1 " BEARING WALL 2' 0„ D — — — -10Y" Non 9 @AND HEADER — — — — — — — — — — — — — — — — — — — — 19 N LL II-- APEX OF VAULT CLOSET m y � m U) N c� ® ° O of W.H. wl DRIP PAN um -1 C3 N O 4'-5" U O UTILITY RM . F\N7 & DRAIN LINE t° 8'-1" FLAT CEILING D_ 09 m 10'-0" L 2668 PKD HEADERnj 7M 7rA= ® 3-1a* STEP i 20 MIN. FIRE - N U - RATED DOOR WOH AHU 8'-1 " EEARING WALL r — — — — T� l o� m 2" CURB N GREAT ROOM I ._ PROTECTION O PROTECTION BEYOND WALL 8'-1" VAULTED 3'•0" 6'-10" UTILITY SLAB IN POST r — — —P6S'F• — — - , -- --r - - - - - - - - - � \ _ 2.112" X 54" , �_ AT'kIc Access MASTER BEDROOM I ' (PUIlL DN. STAIRS) ; FPL METER ELECT PANEL 3 I ` - ". j " " " - - " _ - - I B'•1" FLAT CEILING I ® \ i I 9'4' COFFER CEILING I 4 3 I 1 - 221-11 V" in AC M g (, i 3 - FOYER I 1 O Z I . I 8,-1 „ VAULTED I i 1 LIGHTATTIC STORAGE i a 606811 LITE/ IMPACT Im o I l GARAGE M IS M ® ® ® ® ® M ® ® I' I 3-112• STEP 4'-0" I 8'-1 ',' FLAT CEILING i Q I 1 O 12'A0'W R 4„ ` A.F.F. SH-25 I I Z3 SH-25 0 ----'—'- U ; 3/4" FURRING STRIPS BLOCK COLUM ® — — 1D E�cnRENreNG _ _ BLOCK CO UMN ® ® ®SH•25 W / GREss® ® ® PLAN INFORMATION STU ' m L Er AND 1/2 ' DRYWALL `t A SINGLE FAMILY RESIDENCE ° ® ' (TYPICAL) ® o� MODEL CUSTOM 6' HOSE BIBB {- ' 1T-10'/." i -2" 1 '-11 " GARAGE SIDE RIGHT ' PORT 9TLUCIEPROPERTIES ; fi,_1„ " 1a-o" s'-r' ELECTRICAL SERVICE OVERHEAD COPYRIGHT2021 ® EXPOSURE 160-C KEY LARGO REVISED I ® EI Tgj= 1670 / OHGD PLAN DIMENSIONS 81 '-8" X 5T-0" GD 22'-2" 14'-2" AREA TABULATIONS 36'4" LIVING AREA 1799 SQUARE FEET 2 CAR GARAGE 388 SQUARE FEET 55'•6" COVERED ENTRY 45 SQUARE FEET BACK PORCH 164 SQUARE FEET TOTAL FOOTPRINT 2396 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction LIVING AREA VOLUME : 14, 793. 28 SQ, FT. Supercedes All Previous Site Plans for — OSTDS # t6)'(o Well ELEVATION TOP # Date: / �r Reviewer: PROJECT NAME DATE : 09 / 09 / 2021 ENGINEER L] PROPOSED KEY LARGO SPEC HOME SCALE : 1 /4" = 1141 PAU L WELCH INC . � s� 0 Wt. W W MECHANICAL o ELECTRICAL �gOE �Tfy ' _, PROJECT ADDRESS : GARAGE SIDE : LEFT CIVIL ENGINEERING ` + e N'a. 29915 w A 101 7 1984 SW BILTMORE ST., SUITE # 114 0 6006 SPRUCE DR , FORT PIERCE FL. 34982 EXPOSURE " 160 c PORT SAINT LUCIE, FL34984 yArr PHONE : (772) 785.9888 sr�q},.,t � VR F SHEET TITLE MODEL : MAUI CUST• EMAIL: PWELCHINC@AOL.COM REGISTRATION WELCH P.E. �+gnlviiltiluaYa 201 SW PORT ST LUCII BLVD . , SUITE 103 PORT ST LUCII 34983FLOOR PLAN PAGE JOB NUMBER FLORIDAFLORIDAREGISTRATIONN0. 29945 FH /- E1212 66- - - - - - - - - - - - - - � 6 � 6 12 6 12 12 � 6 6 � BRG. HT. B'-1 " — _ _ _ 8RG_HT ee'-t "— —BRG.OOMONIO,HT. 8'-1 "wwwwwww NO _ _ — — _ BRG. HT. 8'-1 "— OP NING LD. ® OPENING LD. ON ® K J 21 2E F.F.E. 0'O" _ - ® � ®rl Li F.ftE. O'o" F. F.E. 0'-0" — F. F.E . 0'-0"- - - - - - - - - - , f w - - - - - - - - - - - - - - - , , s ', .. f oPENINGLD. QPENMGI.D. QPENNGLD. FRONT ELEVATION 01 02 1 RIGHT ELEVATION 4E 2 I 2 I SCALE : 1/4" = 1 '41 SCALE : 1 /4" = VOW 12 � 6 12 12 � 6 6 � 12 6 � 12 � 6 BRG. -1 " Ooo — - — - — - - - - — - BRG. HT 8, 1 BRG. HT. 8' 1 "— — — BRG. HT. 8'-1 "— (DEFLECTION) O OPENING I.D. OPENING I.D. OPENING I.D. OPENING I.D. OPENING I.D. OPENING I.D. OPENING I.D. OPENING I.D. rn H G '.. ■ J A11 21 21 2E 11 21 LF. F. E. 0'_0„ — — F. FE. 0,_0„— —F. F.E. 0,_0„ - — - — — — - F.F.E. 0'-0 - - - — - j 03 REAR ELEVATION FO 4 LEFT ELEVATION SCALE : 1/4" = VINT SCALE : 1 /4" = VINT ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE PLAN INFORMATION CALCULATE ATTIC VENTILATION DOORS, AND SIMILAR ENVELOPE ELEMENTS. CEILING = 2396 SQUARE FEET A SINGLE FAMILY RESIDENCE d OPENING AREA INTERIOR ZONE Q END ZONE (NOTE #1 ) 2396 / 150 = 16 REQUIRED VENTILATION MODEL CUSTOM IN SQUARE FEET 212.0 LINEAR FEET OF 6" X 22" VENTS @ 72" O.C. = 32.39 80. FT. 12 POSITIVE NEGATIVE POSITIVE NEGATIVE GARAGE SIDE RIGHT 16.2 SQUARE FEET AVAILABLE FOR CROSS VENTILATION, Q 10 +35.6 PSF -38.7 PSF +35.6 PSF 47.7 PSF ELECTRICAL SERVICE OVER HEAD 16.2 SQUARE FEET > 16 SQUARE FEET : SOFFIT VENTILATION OK Q2 20 +34. 1 PSF -37.0 PSF +34. 1 PSF 44.5 PSF EXPOSURE 160-C PROVIDE 6" X 22" SOFFIT VENTS (a) 72" ON CENTER Q 50 +32.0 PSF -32.OPSF +32.0 PSF 40,2 PSF PLAN DIMENSIONS 81 '-8" X 57'-0" 4Q 100 +30.3 PSF L.213 PSF +30.3 PSF -37.0 PSF 1. DESIGN PRESSURES PER ASCE 746 AREA TABULATIONS w LIVING AREA 1799 SQUARE FEET °z EXPOSURE 160-C 2 CAR GARAGE 388 SQUARE FEET COVERED ENTRY 45 SQUARE FEET BACK PORCH 164 SQUARE FEET TOTAL FOOTPRINT 2396 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE, LIVING AREA VOLUME : 14, 793028 SQ. FT. F PROJECT NAME DATE : 09 / 09 / 2021 ENGINEER v PROPOSED KEY LARGO SPEC HOME SCALE : 1 /4" = 1 '-o" PAUL WELCH INC . CWNz F MECHANICAL a ELECTRICAL PROJECT ADDRESS L ISARAIS E SIDE LEFT CIVIL ENGINEERING + i No. 299+IS W A 102 1984 SW BILTMORE ST, SUITE # 114 q ^ i e Q 6006 SPRUCE DR , FORT PIERCE FL. 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 h sraPE ,c� t ,- PHONE : (772) 785-9888 S ONp 4 SHEET TITLE : EMAIL: PWELCHINC AOL.COM + r IN 1Y� IN o s PAUL WELCH RE, k. am susiri 201 SW PORT ST LUCK BLVD . , SUITS 103 POR1 ST LUCRE fLORID �I 34983 ELEVATIONS PAGE DOE; NUMBER : FLORIDA REGISTRATION NO, 29945 r r • rt m ® ® � ® p ® ® - - - - - - - - - - - - - - m ® - - - - - - - - - - - - p ® - _ / \ I RIF IN NOR i WP/GFI / FOR / - / -I NOR 1 I Im \ , ' L / SD SD GFI - - _gFbW GFI — 6Fh ® SD ` 'DOUBLE SINK O k p SD/CO � . NNW K" RANGE Al / W// HOOD O SD r RIF SD/CO II t FR ELECTRICAL LOAD CALCULATIONS PER NEC - _ - I B 36" HAR / REF. U IS GFI O 1 1799 SQ, FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 5397 VA 1 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 ssss / ® 3 LAUNDRY CIRCUIT 1500 4 DRYER 5000 SD ® �— 5 RANGE 12000 VTR ® 5,112' WALL l \ \ ' ' G / i 6 WATER HEATER 4500 — — — — — — — — — ® 7 DISHWASHER 1200 o - APEX OF VAULT r N 8 REFRIGERATOR 1200 m ` � z `D 9 IRRIGATION PUMP OPTION 1800 / _ 10 MISC. 5000 URN TOTAL : 40597 VA Fm �U ® - -- FIR IF, WO not COi rAHUN�jgI \ IFIRST 10 KW @ 100°/u 10000 o \ / \ SD PROTECTION / \ FIN x ^ \ REMAINDER Cal 40% 12238.8 WPIGFI ® POST r - - - - - - - � - - - - - - - - I TOTAL : 22238.8 GEN, SWITCH I ATTIC Acc�st A/C HEAT @ 100% 10000 RIF FPL METER - - -RIF ' \ / NOR \FRII \ I ® TOTAL : 32238.8 VA ELECT PANEL R. DISC. 1p 220V I % I ! RIF \, - I 32238 .8 134.33 AMPS USE 150 AMP SERVICE. - EM 1 I 240 / FIR \ ,IFOR � - ® ® ® m Im RIF FRI m \ rM7 im m 8H ® ® 1 I ( ((Il I I p 1 rm 3-1 ® L ® - ! - GFI - - - - - - ` — — - - -= J - - - - - - - - - - - " I i I / I F m ® ® w O ® � m f Re 3 # 1 /0 IN 2" C Im ® / ELECTRICAL NOTES ELECT. SERVICE m m ® p 1 )ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. ` 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING SHALL BE / \ J _ FIN _ IF, / ELECTRICAL SYMBOL LEGEND 2) H GH IFFACOYFLAMPS OR MINIMUM OF 5% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES \ / - SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED SWITCH $ THERMOSTAT 0 GFI OUTLET TO BE HIGH-EFFACY LAMPS) "EP" - •� _ _ _ O 150 120/240V �{. GFI 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND M 2 1 >s 3-WAY SWITCH p3 SD/CO DETECTOR QD UNCONDITIONED SPACES. FLUORESCENT LIGHT MBR 150A 4-WAY SWITCHy EXHAUST FAN ® 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT MLO DIMMER SWITCH $o DOOR CHIMES �I"' 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL GARAGE DOOR OPENER SMOKE DETECTORS IN THE RESIDENCE PUSH BUTTON ALARM PAD 6) PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, WP-GFI OUTLET MGM SERVICE PANEL � DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION Re CEILING FAN ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS, 110V OUTLET (p SERVICE METER 7) PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 3 # 1 /0 , # 6, 2" C 220V OUTLET Q LIGHT FIXTURE AND 20AMP CIRCUITS SEEVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, # 6 CU GROUND TIED H��p / OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. TO BUILDING STEEL, 4-PLEX OUTLET g7 WALL MOUNTED r 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS, CWP AND DRIVEN SWITCHED OUTLET (p LIGHT FIXTURE ` 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. GROUND ROUND x LIGHT FIXTURE r SPECIAL PURPOSE ® wIPULL SWITCH �PJ CEILING FAN w/LIGHT 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS, JUNCTION BOX 0 RECESSED LIGHT A/C DISCONNECT `m VAPOR PROOF P 9 O PHONE OUTLET RECESSED LIGHT OPTION - "A" TV OUTLET rf� FLOOD LIGHT FLOOR OUTLET G DISK LIGHT gDJ SCONCE PREWIRE � ELECTRICAL RISER / DIST. NOTE : USE ALL COPPER WIRE NOTE TO BUILDER: NO SCALE ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 PROJECT NAME : DATE : 10 1 28 / 2021 ENGINEER E3 PROPOSED KEY LARGO SPEC HOME SCALE : 1 /4" = 1 '-0° PAU L WELCH INC . $ W W MECHANICAL ° ELECTRICAL Q �sceal� a 7 [PROJECT ADDRESS GARAGE SIDE : LEFT CIVIL ENGINEERINGPORT ST LUCI PROP RTI S iNce q 103 1984 SW BILTMORE ST., SUITE # 114 z O 6006 SPRUCE DR , FORT PIERCE FL. 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984 �L sr�r a r PHONE : (772) 785.9888 ,� •;�1 oaY�� ,� HEET TITLE MODEL : MAUI CUST, EMAIL: PWELCHINC@AOL.COM �,,. ror„ VhMk4 N urncurn+L IF I FIN 201 SW PORT ST LUCID BLVD . SU11f 103 POP1 ST LUCID f LORID �I 34983 ELECTRICAL PAGE JOB NUMBER : FLORIDAREGISTRATIONN0. 29945 i 55'-6" • #5 REBAR 24'-10" 20'4' Z_ It 7.5/8" CURB 3'•10" 4'-1 " 4'-0" 3'-10" 4'"9" 9,-T' 1 '-4" 9'-7" 10'-2„ Z 11 #5 REBAR 16" X "' 16" X16" X8" ems') 4'-0" BLOCK BLOCK O CONCRETE SLAB H. BIBB COLUMN COLUMN m „ CONCRETE SLAB 411 9 . - - - - - 4 FINIS H GRADE °. F. FLOOR Bill ❑ ❑i ❑ ❑ ❑ ❑ 0 PRECASTL/NTEL © ❑ PRECASTL/NTEL ® FINISH GRADE - Z p a — — — - - - - — — - - - - - - o — _ io ' v O RECESS SLAB 3.1/2" ) go . L '! ZO 4' L- Ala x W u. BELOW FINISH FLOOR I • '! LL LLLL 4� o I Z (2) # 5 MINIMUM CONTINUOUS , ❑ © N 4" THICK (3000 PSI) CONCRETE SLAB I a �� " (2) # 5 MINIMUM CONTINUOUS, wl FteERMESH OR 6" ER ONF10/10C EAN 16„ 3" COVER MIMIMUM. F-6 OVER VAPOR BARRIER ON CLEAN i F-1 iV 16 3" COVER MIMIMUM. G COMPACTED CHEMICALLY TREATED FILL I '. FTG 4° q F � BEARING FOOTING F3 CURB SECTION p FTG 5/ .�.�.� �� El 3-in• STEP SCALE : 1 /2" = 1 '-0" SCALE : 1 /2" = 1 '-0" 17,_2„ � � o 0 O vcn -, 4,-0„ Q @1 7'-111 n li. I'i 7,_7„ U- HOSF2%p 4'-B" rn €7 is 1 ' F-1 Z II #5 REBAR _ _ , 3 �% `` FINISHED FLOOR ONCRETE SLAB N 0 0 LAV co CONCRETE SLAB - - - - - I CalCONCRETE SLAB F. FLOOR n m [ARER i � O < iFite ° ° - - - yt � \ - - - - � " © Ii LL � >' I4 � ' v =ll t - c it - - - - - - FF ! r cO I1 TILED SHOWER 11'-11%" I ( a (RECESS 3-112") p 16" 41 (2) # 3" MUM COVERMIMIMUM.OUS, IFFFF 16" OR 10"' (2) # 5 MINIMUM CONTINUOUS , F•s '% 3" COVER MIMIMUM , FTG 1 VTR _ 5-1 �G6pr�cFFFFFFFFFF ccl� F6 EXTERIOR STEP_ F5 INTERIOR BRG . FTG . (STEP) R� 4" TH1CK (3000PS4yCONCRETES4.A8 B -3" SCALE : 1 /2 - 1 -0 SCALE: 1 /2" = 1 '-0° o B'-1 " BEARING WALL w/ FIBERMESH OR 67 6" 10110 WWM AND HEADER Y N CLE W COMPACTED CHEMICALLRIEYTO EATER FILL F•9 n 7G Q `f TOP OF SLAB C] io 1444 dIF FF _ — — _ _ sums _ — — _ — .- — — — — I . .. eQ N _ L m _ _- - -_ -_ IAHU i q 3-1n srEP 4 A/C CHASE LL b = � '_ Jj I t, 8'-1 " BEARING WALL s. Z U BY en PLUMBER 2" CURB I I Kok PROTECTI BEYOND WALL O � w ci N FY-B 07 POST 11 F 5 M LAB - m 8'-3" ) t FTG F•9 n O m o FPL METER m I I - _ 2 o j E ECT PANEL ( i TG El # 5 REBAR WITH 30" MIN. LAP SPLICE c) A � N U 18'-3°le" I 1 # 5 VERT, REBAR IN (3000 PSI) CONCRETE r>- A rn O ( ( ) FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) m 4 { ? © I 1 :p' # 5 REBAR WITH 30" MIN. LAP SPLICE ' to NF !_ o # 5 VERT. REBAR IN (3000 PSI) CONCRETE BEND # 5 BAR INTO SLAB +/- 4' tz(�1 �S m FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) ODN Q " ❑ # 5 BAR INTO SLAB AT 4' O.C. -,1 z 3 u 10 RECESS SLAB 3-1/2" 0 0 ^o' MAIN EGRESS # 5 CONTINUOUS STUCCO FINISH F FTG BELOW FINISH FLOOR N N 1`+ ® @9 ® ® D OR ® © ® O f0." THICK CONC. SLABSTUCCO FINISH p 3-tn• srEP ® F 1 C0 O° w/ FIBER MESH ' - - - - - - - - - - - - - - - - - - - - - - - • - - - - I FTG' \"-I1+/ U- # 5 BAR INTO SLAB AT 4' O.C. CURB HEIGHT VARIES ° F ( Q 4 qqI 1 iQn - (2) # 5BARS CONTINUOUS AT 12" O,C. VERTICAL W a (2) # 5 BARS CONTINUOUS AT I2" O.C. VERTICAL .• 4 i p ; _.. X o i w i S 12 Z"- © El W °-=__—_ _ -•--`.' 8 s1' U i y i U 12 1$" — —IF ' r— — — — — —FFF ❑ ❑ © © Q rn FINISH GRADE ( "SEE ELEVATION PLAN") m , F3 , 8L CK OLUMN " it BLOCK COLL N 4 U ,•• •: • r, o ' rn (3000 PSI) CONCRETE SPREAD FOOTING ,. . FOOTERF-1 ' ' Z r FINISH GRADE o ° " - . , • ° U ❑ ' CURB HEIGHT VARIES AROUND G ' ❑ RECESS SLAB 3-1/2" PERIMETER OF GARAGE BELOW FINISH FLOOR 3'-10" 5'-2" 3'-10" V-2" • : •'; (3000 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS HOSE BIBB }- � i i �. `,.°.. 1'-11/:" 1 '-1 '/a" uJ U ' i U (2) # 5 BARS CONTINUOUS o � 3'-10" 1'-61/2" 6'-11" 1 '-6' " &A " 16" 4 -0 16 0 o &S=CE. YPICAL STEM WALL FOOTING DETAIL TYPICAL STEM WALL FOOTING DETAIL 10 �, NO SCALE F9 SCALE: NO SCALE FTG ri o1' 3" ' 16'-811 1 '-3" 22,_2„ 14'_2" 'a 19,_2„ 36,-4„ d PROJECT NAME : DATE : 10 / 28 / 2021 ENGIINEER PORT ST I I Icl PROP R11 S INC PROPOSED KEY LARGO SPEC HOME SCALE : 1 /4" = 1 '-o" PAU L WELCH INC . $ fr ,�^, ^W PROJECT ADDRESS GARAGE SIDE LEFT ME CIVIL I ENGINEERING CAL o ICAL S ?. L9 429 45 `'�F_ W 1984 SW BILTMORE ST., SUITE # 114 OFF * e r m `s_ iY A 104 6006 SPRUCE DR , FORT PIERCE FL. 34982 EXPOSURE 160 C PORT SAINT LUCIE, FL34984 G h SPATE D PHONE : (772) 785-s688Fit '�r' IF IF �~j. SHEET T f T L E MODEL MAUI CUST EMAIL: PWELCHINC@AOL.COM 103 , IF ZO1 SW POR1 S1 LUCfI BLVD . , SUIN , lOf� fD �l 34983 a FOUNDATION PAGE ape NUMBER : FLORIDAFLORIDAREGISTRATIONN0. 29945 44 8" 3' 2" 8' 9" 3, 2l' 5'-1 " 9'-7" 1 '-0" 9'_T, 7 � . . ww ] wwww . � . . . . . . ww � . . . . . . . . . . . . . . wwww . . . . . . . . . . 1'6 L-5 r Y 1 0 O I 5 , y I 1 r L-4 m 8" 6'-2" 4'-51/2„ 3,_2„ 61.01/21F I 1 ww r N ; I I 1 r r ue o 0 Al 1 81=28 8F24 8F20 8F16 N I 1 CROSS SECTIONS 2'-3Y2#1 ; 1 - } - - - - - - - - - - - - - - - - - - - - - - - - - - - - NOTE CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION N 1 OPENING SCHEDULE CASTCRETE LINTEL 1 (CONTRACTOR TO VERIFY) BETWEEN OPENINGS N OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED OPENING TYPE COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT CODE OPENING OF BEAM HEIGHT LENGTH BEAM LOAD LOAD LOAD LOAD 1 1 0 16070 OHG DOOR 192" X 8411 84" 8'-1 " 17'-4" 8F16-1B/1T 950 200 404 100 N O2 O2 SH-25 38" X 6311 81 " 8'-1 " 4141 8F16-1 B/1T 6113 200 2724 100 1 O3 SH-25 38" X 63" 81 " 8'-1 " 4'-6" 8F16-1B/1T 6113 200 2724 100 1 1 81.111 BRG. WALL - - - - - - / ® SH-25 38" X 6311 8111 8,-111 41.6,1 8F16-1B/1T 6113 200 2724 100 wwwww W/HEADERAeOVE 38" X63° 81 " 8'-1 " 4'-6" SF16-1B/1T - - - - - - - - - - - - - - - -' - - - - - - - - - - , T SH-25 6113 1150 2724 650 1 3-0R'STEP I I N © SH-25 3811 X 6311 81 " 8141 4'-6" 8F16-1 B/1T 6113 800 2724 450 i I I 6068 8'-1 " 7'-6" 8F16-1B/1T 2661 1300 1634 600 ii O7 7411 X 7911 7g" II wwwwwwwwww S.G.D. ® SH-23 38" X 38-3/8° Bill 8'-1 " 4'-6" BF16-1B/1T 6113 2800 2724 1500 � 1t7 O9 SH-H32 26-1 /2" X26" 81 " BAIT 4'-6" 8F16"1B/1T 6113 550 2724 300 I I m 10 SH-25 3811 X 6311 81 " 8'-1 " 4'-6" 8F16-16/1T 6113 100 2724 100 wwwwwwww co / � ` . 11 SH-25 3811 X 6311 81 " 8'-1 " 4'-6" 8F16-1B/1T 6113 550 2724 300 1 6068 Y II 12 7411X79" 79^ 8'-1 " 7'-6" 8RF14-1B/1T 2459 550 1462 250 1 1 ; FRENCH PATIO DOORS 11 13 SH-25 38" X 63" 81 " 8'-1 " 4'-6" 8F16-1B/1T 6113 800 2724 450 L-1 OPENING AT COVERED ENTRY Bill TOP FB1EAM 9'-4" 8F16-1B/1T 1843 250 1133 100 3-lansTEP - - - - - - - - - - - q - _ _ " _ _ _ . . . . . . . _ _ _ _ _ " ; L-2 81 " TOPFB'EAM 4'-6" 8F16-1B/1T 6113 250 2724 150 OPENING AT COVERED ENTRY 8'-1 " 4'-6" 8F16-1B/1T 6113 250 2724 150 a I L-3 OPENING AT COVERED ENTRY 81 " TOP OF BEAM L'1 I - - - -T'- - - - — - - - - - - L4 Sill 81_11, — k - - - - - - - - - - - - - - - - - - - - - - - - - - ❑ OPENING AT COVERED PORCH 9'-411 8F16-1B/1T 1843 200 1133 100 TOP OF BEAM ( - - - - - - - - - - - - - - = - - - - - - - - - - - - - - L-5 OPENING AT COVERED PORCH Bill To OFBIEAM 10'-6" 8F16-1B/1T 1533 350 914 750 1 6'-1 " 10'-0" 6'-1 " 14'-2" www ' - - - - - - - � - - - - - - - - - - - - - - - - - - o L-6 OPENING AT COVERED PORCH 8'"1 Irw81 " TOP OF BEAM 10'-6" 8F16-1B/1T 1533 250 914 150 r , 1 ` 1 1'-7" 16'-0" 1'-7" 1 '_5Y 3'-2" 3'-10" 5'-3" T-10" 3'-2" VA11/2" 3,_2„ www www PROJECT NAME DATE 10 1 28 1 2021 EN �.7 � NEEQ j www jwww W PROPOSED KEY LARGO SPEC HOME SCALE : 1 /411 = 1 '-o" PAU L WELCH INC . '� S C 4e i y MECHANICAL o ELECTRICAL s PROJECT ADDRESS . GARAGE SIDE : LEFT CIVIL ENGINEERING + t' Ha. 29945 arc W A 105 7PORT ST Lucl [ PROP RTI S INC 1984 SW BILTMORE ST., SUITE # 114 5 1 '' 7 0 6006 SPRUCE DR , FORT PIERCE FL. 34982 EXPOSURE : 16oC PORT SAINT LUCIE, FL 34984 `- % STAPE OF 44 : �/ PHONE : (772) 785-9888 „� �`1 o A10 � - i6 'n . LUCII SHEET TITLE MODEL MAUI COST. EMAIL: PWELCHINC@AOL.COM `" �SS�'} p�1L'ts- 1 Y+PORT ST f LORIDA 34983 PAULREG WELCH P.E. mnnnw. 201 SW PORT ST LUCI BLVD . , SUITI 103 , BLOCK & LINTEL PAGE JOB NUMBER : FLORIDA REGISTRATION NO 29945 N i, OI'1 "nupP' IIlk Level 1 Bed 3 Bed 4 12x12 12x12 2" VTR 176 cfm 12x 8 137 cfm 176 cfm 137 cfm 2° J L- 50 CFM T1 4" Duct 4"Exhaust Vent 30x 18 6 " Kitchen DR 887 cfm ® TUB L 6 „ 1ox10 2" STUDDO VENT 2" VTR 42cl, 4 199clin 199cfm Master Bath 100CFM WC 2" AIR 2" IL 6" Duct Bath 2 Hall Bath 8x 8 ® 6"Exhaust Vent 2„ 8x8 114cfm -- 2„ 3" VTR GAP � 2" If 9 „ 4- 6cfm ant be , JL DW Bed 2 \/ 132 12 4 „ 3 7 " 7 " s- -r „ KS 2" 1cfrn ® 8x4 V� - 1 cfm 6 Laundry 14 " 3" 411 16x 16 Hers � 9 " His L 2 8x4 „ 12x8 -� 22cfrn SHOWE 50CFM 132cfrn 12 ° 8x84 7 7 „ 16x16 4" Duct 1S ' 47cfm 4 „ 229cfm WC W „ TUBTr 4"Exhaust vent 6 2 Lrr „ (Ph1114, 4 „ 3„ L 3 ,u�,' Garage 16 " °. -s �- + y 3„ 2" WC 10x10 10x10 6 " DUCTS IN THE GARAGE AND 176 don 176 cfm 6 „ 8o3ccfrn 3" — 3„ ` 2" DUCTS PENETRATING THE Foyer GR WALLS OR CEILINGS SEPARATING THE DWELLING Bx 8 FROM E T ; 103 cfm 3 „ 3° R THE GARAGE SHALL BE CONSTRUCTED OFA MINIMUM NOm Master Bed 3„ 26 GAGE (0,48 MM) SHEET PLUMBING RISER STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR NO SCALE CLASS 1 DUCT BOARD, OR OTHERAPPROVED MATERIAL 3" AND SHALL HAVE No PLUMBING NOTES : OPENINGS INTO THE GARAGE 1 ) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3„ 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. C • o 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 T� S THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB , BURRIED PIPING, S SUPPLYAND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET, 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION . Job M. 1621 Air Calcs , LLC Scale : 1 : 123 Performed by Chris Bateman for: Page 1 Key Largo Spec 7550 Hidden Hammock Ln Right Suite® Universal 2021 6006 Spruce Dr Vero Beach , FL 32966 21 A08 RSU29066 Fort Pierce, FL 34982 Phone: 772 . 800 . 8413 2021 -Sep-2019:27 :41 . . .HVAC\6006 Spruce Dr PSL Prop.rup vickilynne@aircalcs. com DATE 10 / 28 / 2021 [PROJECT OJECT NAME ENGINEER E PROPOSED KEY LARGO SPEC HOME SCALE : 1 /4" = 1 '-0" PAUL WELCH INC . "s 111 ADDRESS G A RAGE SIDE LEFT MECHANICAL o ELECTRICAL 7 1984 SWI BILTMORE SVIL EESUITE # 114 + W /t► OL S IN 2t PORT ST LUCI PROP RTli 0 ,/�`6006SPRUCEDR , FORTPIERCEFL. 34982 EXPOSURE : 160C PORT SAINTLUCIE, FL34984 % STATE (IFPHONE : (772) 785-9888EET TITLE : MODEL : MAUI COST. EMAIL; PWELCHINC@AOL.COM �kA4 � N 201 SWPORT T LUCIBL D . SUIT103 PORT ST LUCI fLORIDA 34983 S a HVAC PAGE JOB NUMBER : FLORIDA REGISTRATION NO. 29945 551 611 24' 10 " 201 611 3RD BRG 101 21' 71011 21011 1011 1011 1011 21011 2101 21011 10 " 01 0 2 0 ' 0 2 011 011 iv 61611 Hatch Legend 1 1 II 1 I 1 11 1 Co t, cy Hro y✓) U U U m m ¢ Q Q Q Q < Q N Q U U U Aj's 8 ' - 1 " A . F. F CJ1 CJ1 IN IN IN IN I IN CJ3 CJ3 IN 0 C3 r \ 11 BO CJ5 CJ5 IF EJ7 8'-11 CLNG EJ6 TRUSS END DETAIL NN 51 7 1/41 OF In EJ7 EJ61 IN 12 2ND BRIG PLUMB CUT OVERHANG 6 ER EJ62 ih n NIN V/ EJ63 ER to � a-v2" c0 0 U U U HEEL HEIGHT rn EJ7 0 a ZA N N CJ1 ER N 81-1 " L « / U Co CJ3 ER 11 o CJ5 EJ7 1 o11 21 011 1 81 1 o11 71 011 N EJ7 ER ® Fx/ N 1 V L >> 81-111 CLNG FIT All INV ER i0 EJ7 0 N 1�� ER IN EJ7 ER !` TRUSS CONNECTOR SCHEDULE EJ7 1 ' RGNNN IN \ N 'I \ ntOi EJ7 ER N CONTRACTOR: PSL PROPERTIES AHU IN EJ71 OWNER: SPEC HOME IN 00 2ND BRIG N N,12 L > 8 F + L EJ71 TRUSS NOTES: _ TRUSS MFGR: BUILDERS FIRST SOURCE 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY 'S ENGINEER. C3 2) CONTRACTOR TO PROVIDE ENGINEER. , AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE NIN EJ71 INSTALLING TRUSSES. LAYOUT DATE: 09 / OBI 2021 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. NNN IN. ' l 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND L,4 m _ DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES, 0 8'- 111 CLNG NIF N N2 EJ72 CUT-SHEET DATE : 09 / 24 / 2021 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS o V2 NI I C5 TRUSS BEARING TRUSS ACTUAL CONNECTOR CONNECTOR o FASTENERS NOTES 1 N EJ73 ID POINT UPLIFT ID UPLIFT DESIGN o � C6 N 1 = _ A9 1ST & 3RD 1477 (1 ) HETA 20 18t0 (8) t6d A9 2ND 3000 (1 ) MGT 3965 (22) tOd & (1) 6/8" A.B. QQ QQ CJ1 '"' CJ1 137 1ST 1239 (1 ) HETA 20 1810 (9) tOdX 1-112" (Y1 87 2ND 1432 (2) MTS 16 2000 4) tOd X t -tl2"K1 11 611 G1 1ST 1253 (1 ) HETA 20 1810 (8) t6d CJ5 V4 CJ5 IX (NI G1 2ND 1880 (2) HETA 20 2500 (12) 16d IIIU III W W FIFFIFFW W "IFFIFW W U GABLE ENDS CONT. 267 # PLF (1 ) HETA 20 1810 (9) 10d X 1-1/2" SEE GABLE END DETAIL A108 m O V3 VALLEYS CONT. 100 # PLF OMTS 16 1000 (14) 10d X 1 -1 /2" Q CJ3 CJ3 0 1ST BRGIrml 1 STRAP AT EACH END AND 24" O. C. EAR cJ1 CA2ND B OTHERS RIGABTC13S EACH <1800 # (1 ) HETA 20 1810 (9) 10d X 1 -112" AT CBS BEARING ALLI . OTHERSEACH <1000 # (1 ) MTS 16 1000 (14) 10d X 1 -1 /2" AT FRAME BEARING BEARING to m W W W U U U 1 ST BRIG VALLEY TRUSSES MAY BEATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 241 TO O SUPPORTING TRUSS AND (3) # 9 SD X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED, VTCR SHALL BE INSTALLED AT EACH END AND 24" O. C. MAX. 191 211 6' 11' 101011 61111 141 2" 2O USE SIMPSON STRONG TIE SYSTEM WITH 12" MIN, EMBEDMENT FOR ANCHOR BOLTS (A.B.) 221 211 O3 (1) HDU4 w/(1 D) SDS 114" X 2-1/2" & (1) 5/8" A.B. O2 MAYBE USED IN LIEU ON CONNECTOR SPECIFIED 551611 NOTE : FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH (4) 1 /4" X 1 -3/4" TITER AND (10) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS PROJECT NAME DATE : 10 / 28 / 2021 ENGINEER El PROPOSED KEY LARGO SPEC HOME SCALE : 1 /410 = 11-o" PAU L WELCH INC . W MECHANICAL ELECTRICAL x` � ' *"CCHlF ' W PROJECT ADDRESS GARAGE SIDE LEFT CIVIL ENGINEERING s * 4 �l4 KgS+s '� . _, W 07 1984 SW BILTMORE ST., SUITE # 114 _ 0 6006 SPRUCE DR , FORT PIERCE FL. 34982 EXPOSURE : 160c PORT SAINT LUCIE, FL34984 STATES 7III , IF _ PHONE : (772) 785.9888 r n` ; DR141' SHEET TITLE : MODEL : MAUICUST. EMAIL: PWELCHINPAUL WELCH PIE. C@AOL.COM5$y4t�i( �t�' `' N �JA 11_ 11/111455 201 SW PORT ST LUCID BLVD . , SUITS103 POR1 ST LUCI fIORID �I 34983 TRUSSLAYOTUPAGE ,JOB NUMBER : FLORIDAREGISTRATIONN0. 29945 IF IF r r SESSIONS Mimi 19/32" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN p PRE-ENGINEERED ROOF TRUSSES SIMPSON MTS 16 W/14-10d 0 0 0 0 @ 24" O.C. COVERED BY 19/32" 4 PLY COX PLYWOOD riiiiiiI NAILS PER CONNECTOR SCHEDULE (3) 16d NAILS (TYPICAL) (SEE NAILING DETAIL) 211X4" "X" O.C.BRACING @RIDGE AND 6' O p 12 EACH SIDE OF RIDGE N HEAD : 3/16" X 3" TAPCONS @ 12" O.C. (TYPICAL) 6 SIMPSON STRAP PER SCH, DOUBLE 2"X4" TOP PLATE 2"X WOOD FASCIA w/ ALUM . DRIP EDGE PROVIDE (2) 2"X12" YP HEADER ExTERIOR CEILING To BE W/FLITCH PLATE GLUED & NAILED O CONT. GALV. MTL DRIP _11 STUCCO OVER WIRELATH SOFFIT (SEE DETAIL) U - OVER IF 1 x 2 1 /2" DRYWALL w110d NAILS @ 8" O.C. STAGGERED Z N w/ 11GA. 2" NAILS w/ ale" DIA. (WALLS & CEILINGS) BOTH SIDES @DOOR OPENINGS. 1 /2" X 5-1 /2" REDHEADS w/ 2" DIA" X 1 /8" WASHER 8" BEAM BLOCK HEAD @ 6" O.C. OVER 2" X 4" LADDER FRAMING @ 12" O,C. Z TYPICAL " 1 # 5 BAR FILLED 3/8" METAL RIB LATH @ 6" LU (TYPICAL) 2" X 6" IRS SPRUCE FASCIA N • O D.C. w/ ( 2 LAYERS OF 15 # w/ 3000 PSI CONCRETE 1l2" STUCCO EXPANSION JOINT FELT OVER EACH 1 /411 X 3" TAPCONS @ 12" O.C, TO 2"X4" STUDS @ 16"O.C. p WI (1 )X ) # 5 BAR FILLED PRECAST LINTELS FRAMING MEMBER) BLOCK WALL OR 1/2" X 5-1 /2" SOFFIT PER DETAIL W SPH-4 TOP & BOTTOM EACH STUD I STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS OO W/ 3000 PSI CONCRETE REDHEADS @ 24" O.C. WITH 3/8" DIAMETER HEAD @ 6" O.C. OVER (2) LAYERS iV OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15/32" Dp 2" X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL) TEXTURED STUCCO FINISH ^ R-11 INSULATION P,T. 2"X4" BOTTOM PLATE i ;+' !\' CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.C. All 2 w/ 1/2" DIA. X 12" A.B. @ PERIMETERAND FIELD. ( ) OR (WEL CEILING PER PLAN VERTICAL REBAR TIED TO DOWEL TEXTURED STUCCO FINISH 24" O.C. OR 5/8" DIA. X 6" & RUNNING INTO BEAM BLOCK NOTE: - _ GABLE END TRUSS IN 3000 PSI GONG. REDHEADS @ 2411 O.C. w/ o PROVIDE SIMPSON SPH-4 HURRICANE WASHERS. 2"X4" SPRUCE OR BETTER LATERAL BRACE iV (2) OR (3) # 5 VERTICAL DOWELS 16" X 16" X 8" CONCRETE BLOCK COLUMN @TOP & BOTTOM PLATES @ @ 6' O.C. FASTENED TO TOP OF BOTTOM _ 16d COMMON NAILS @ 121104C, w/ 30"FROM LAP SPLICE OR 161, O.C. W/ 10-10d NAILS. CHORD OF TRUSSES WITH (2) 16d NAILS GARAGE FINISH FLOOR FROM FooTER e" X 1s" CONCRETE BLOCK COLUMN EACH , AT GABLE END TRUSS AND STRAP GABLE END TRUSS WITH "SIMPSON" SEE FOUNDATION PLAN MONOLITHIC FOOTING WI 4 TRUSS BACK HETA 20 AT 48" O.C. WITH (9) 10d X 1 -112" FOR SIZE & SPACING CONCRETE SLAB (2) #5 BARS CONTINUOUS - NAILS EMBED STRAP IN BEAM 4" Fp PER FOUNDATION PLAN Y , GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE FOOTING Fill i • P.T. 2" x 8" CONTINUOUS WITH G - " J " BOLT OR1l2" X5-112" WEDGE = n n 1aa - i1 - n - 1 - o -- n ,- n ; ANCHOR AT 24" O.C. WITH 2" X 2" ( 16'11 8'-0" & ViliT X 8'4' GARAGE DOORS) n ° nil ° u n X 1/8" WASHERS X NOTE: 1 . JAMBS : 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1 /2" NINE EMBED , TITEN HD w/ MIN , 2" DIA. X 1 /8" WASHER. (TYPICAL) PORCH POST DETAIL INTERIOR STEP DOWN BEARING WALL SECTION PROVIDE RAKE BEAM @VAULTED GABLE ENDS NO SCALE TRUSS VERTICAL WEB T. 2 . HEAD : 2" X 6" OR 2" X 8" P. w/ 3/16" X 3" NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION NOTE : INTERIOR BEARING WALL WITHOUT STEP SIMILAR GABLE END DETAIL kE TAPCONS AT 121, O.C. NO SCALE NO SCALE 3 . TORSION SPRING BLOCKING 2" X 6" P"T. w/ (4) 3/1611 X 3" TAPCONS w/ 5/811 WASHERS , (STAGGER GRAIN ) REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 16d NAILS AT 8 INCHES O.C. BATT INSULATION TRUSS BOTTOM CHORD PRE@ 24" CIO, COVED ERED TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY COX PLYWOOD (SEE NAILING DETAIL) 12 6 � SIMPSON STRAP PER SCH. 8" X 8" BEAM BLOCK wl(1 ) #5 BAR 1/2" DRYWALL CEILING CONT. IN (3000) PSI CONCRETE NT. GALV. MTL DRIP EXTERIOR CEILING TO BE CO OVER (PT) 1 X 2 STUCCO OVER WIRELATH w/ 11GA. 2" NAILS w/ 3/8" DIA, FRAME TO MATCH HEAD @ 6" O.C. OVER 2" X 4" TOP PLATE OR 1 -1 /2" X 3-5/8" 12" BLOCK 3/8" METAL RIB LATH @ 6" METAL RUNNER 2" X 6" RS SPRUCE FASCIA O.C. w/ ( 2 LAYERS OF 15 # \mall FELT OVER EACH `8" PRECAST LINTELS FRAMING MEMBER) SOFFIT PER DETAIL W/ (1 ) # 5 BAR FILLED 2" X 4" WOOD FRAMING @ 24" 0.C, W/ 3000 PSI CONCRETE Gi OR 1 -1 /2" X 3-5/8" METAL STUDS TEXTURED STUCCO FINISH - - 1 /2" DRYWALL BOTH SIDES (1 ) #5 VERTICAL REBAR TIED TO DOWEL (TYPICALALL WALLS INCLUDING GARAGE) & RUNNING INTO N300 PSI CONC. ilig TTURED STUCCO FINISH (1 ) # 5 VERTICAL DOWELS 12" X 12" CONCRETE BLOCK COLUMN - w/ 30" LAP SPLICE FROM FOOTER 2" X 4" BOTTOM PLAT OR II A /2" X 3-5/8" METAL SEE FOUNDATION PLAN 11 RUNNER w/ TAPCONS OR CUT NAILS @ ( FOR SIZE & SPACING J CONCRETE SLAB 2'-0" O "C. (10d NAILS FOR WOOD FLOOR) PER FOUNDATION PLAN FOOTING F-1 . n r. ," 1 %; 1 .i- t n d- Ir- n I - I1 - n ' i n n nu. EXISTING FLOOR nlu q n - n of ° iIn FRONT PORCH POST DETAIL NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION 2 " X � " DIAGONAL BRACING AT RIDGE WITH (3 ) TYPICAL INTERIOR NON -BEARING WALL DETAIL "DB°ALE 1.6d NAILS EACH END (TYPICAL) --- pREOROF�ING /AULN�D/AELR�LAYEMCTENpT�/SHEATHING NO SCALE I. Z 'T 11YLPA8DERFRA TINGIAT 12" INCHES O . C . i .,: - SOFFIT PER PLAN ' ALUMINUM DRIP EDGE OVER 1 X 2 P.T. „A, w, ' 2 X 6 PRE- PRIMED SPRUCE FASCIA EAVE _ a IN A � , A 2 \� ��� ��\ __ 7v! TRUSS BY TRUSS COMPANY III\ININ STUCCO / WIRELATH / VAPOR BARRIER / SHEATHIN (TYPICAL GENERIC ROOF PLAN " PLAN VIEW" ) A = 5 FEET ;' TUAC � L NOTE # 13 , SHEET A100 If 2 2 ROOF SHEATHING ATTACHMENT REQUIREMENTS \\ \ ZONE 1� NAILS AT 4" O,C, PERIMETER AND 6" D.C. FIELD olif - ROOFING / UNDERLAYMENT /SHEATHING W \ \ \\ \ W / PER TYPICAL WALL SECTION \\ \ \ RIDGE \ \ \ a ZONE �2 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD a C 3 \ \\\\\\\\\ it III \\\% \ ` \\ \; ZONE �3 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NNNI \q<<Fr \ ROOF SHEATHING HOALEBE19/32" THICK CDX IN CEILING PER PLAN JQ \� PLYWOOD ROOF SHEATHING FASTENED TO A ROOF FRAMING WITH 8d RING-SHANK NAILS TRUSS BY TRUSS COMPANY 8 (PER FRC803.2.3. 1 ) SPACED PER DESIGNATIONS AS SHOWN ABOVE. E EAVE k= BOSTON HIP DETAIL NOTE : NO SCALE TRUSS TO WALL OR BEAM PER TRUSS CONNECTOR SCHEDULE ROOF SHEATHING NAILING ZONE PROJECT NAME DATE : 10 / 28 / 2021 ENGINEER 11FY,.n •.il,•,, Cl PROPOSED KEY LARGO SPEC HOME SCALES 1 /411 = 1141 PAUL WELCH INC . � N lilt I.. £,t W PROJECT ADDRESS : GARAGE SIDE : LEFTENGINEERING Q scek� ILI MECHANICAL " ELECTRICAL t , CIVIL ENGINEERING (Ho, 29945 1r~' W A 108 7 °. 6006 SPRUCE DR , FORT PIERCE FL. 34982 EXPOSURE 1984 SW BILTMORE ST, SUITE # 114 160 C PORT SAINT LUCIE, FL34984 1 srFCE o� , 13 PHONE : (772) 785-9888 Gym, tit r SHEET TITLE M D D E L : MAUI COST EMAIL: PWELCHINC@AOL.COM too ,1}'11111611 PAUL WELCH RE. ���•lyyy� 4 201 SW PORT ST LUCID BLVD . SUITE 103 , PORT ST LUCID , IFLORIDA 34983 a DETAILS PAGE JOB NUMBER : FLORIDA REGISTRATION NO, 29945 STUCCO CEMENT FINISH — CMU WATER RESISTANT COATING FILLED CELL AT JAMB BLOCK (SEE WATER PROOFING NOTE # 1 ) (TYPICAL) STUCCO CEMENT FINISH 4 q .. .a . FILLED CELLAT JAMB BLOCK (TYPICAL) CORROSION RESISTANT FLASHING ° . Q CMU WATER RESISTANT COATING PER WATERPROOFING NOTE # 4 °: 0 (SEE WATER PROOFING NOTE # 1 ) 1 " X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. V X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS APPLY PERIMETER SEALANT CAULK O ti SEE WATER PROOFING NOTE # 6 BETWEEN BUCK & WINDOW FRAME CORROSION RESISTANT FLASHING ff (SEE WATERPROOFING NOTE # 5) -O PER WATERPROOFING NOTE # 4 WOOD TRIM ANCHOR 1 " X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED _ TO MASONRY WITH IA /2" CASE HARDENED COIL 2" X P. T WOOD BUCK WITH SEALANT PER NOTE : NAILS AT 12" O.C. MAX. WATERPROOFING NOTE # 4 AND ANCHORED __._...___._...._......___...______ .__ TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1 -1/4" WINDOW FRAME SHOULD BE COMPLETELY ANCHOR WINDOW FRAME TO MASONRY IN APPLY PERIMETER SEALANT CAULK EMBED. 3" FROM EDGES & 12" O.C. MAX. SEATED ON THE BUCK, IN NO INSTANCE SHALL STRICT ACCORDANCE WITH MANUFACTURE'S BETWEEN BUCK & WINDOW FRAME THE FRAME OVERHANG THE BUCK PRODUCT APPROVAL INSTALLATION REQUIREMENTS. (SEE WATERPROOFING NOTE # 5) SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL PRODUCT APPROVAL INSTALLATION REQUIREMENTS, NO SCALE EXTERIOR DOOR BUCK DETAIL NO SCALE NOTE : NOTE : NOTE : TAPCONS TO BE INSTALLED THRU BUCK INTO ASON BUCK 2 " X 6" P. T. RIPPED MASONRY w/ MIN. 1-1/4 " EMBEDMENT PER TAPCONS MASON TO BE INSTALLEDRYw/ MIN. 1- 1/4 " EMBEDMENTPER THRU BUCK INTO DOWN. TO 2 X 4- 1/8" P. T. w/ 3/16" TAPCONS PRODUCTAPPROVAL PER FBC 1715. 5. 4. 3 EMBEDMENT 1 - 1/4" MIN. EMB. 4 /12 " O. C. w/ # 10SCREWS, PER BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. PRODUCT APPROVAL PER FBC 1715. 5. 4. 3. PRODUCTAPPROVAL. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. NOTE WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703 . 4 ( 1 . 2 ) AS PER DETAILS PROVIDED 1 /8" 4- 1 /2" L " 3/4" NOTE : CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER PRECAST CONCRETE WIND RESISTANT FLUSH WATERPROOFING NOTE It 6 FASTENERS AS REQUIRED BY WINDOW MANUFACTURER N 3/8" SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) NE wo .1 '1 1 -3/8" MARBLE SILL CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULK SEAM FT WINDOW INSTALLTION 7-5/8 , (SEE WATERPROOFING NOTE # 5) CMU WATER RESISTANT COATING wo wo (SEE WATER PROOFING NOTE # 1 MORTAR OR GROUT ) PRECAST CONCRETE WINDOW SILL DETAIL _ = SET SILL IN FULL MORTAR BED NO SCALE 1l2" DRYWALL _ STUCCO OR DECORATIVE CEMENTITIOUS COATING 8" C.M.U. 3/4" FURRING TO MASONRY WALL STUCCO CEMENT FINISH WATERPROOFING NOTES . FILLED CELLAT JAMB BLOCK (TYPICAL) CMU WATER RESISTANT COATING 1 . PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO (SEE WATER PROOFING NOTE # 1 0 Lo Vq SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER, THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS, THE APPLICATION 0 1 " X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS OF THE CMU WATER RESISTANT 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, FBC R703.4 AAAMA-714 WOOD TRIM 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 APPLY PERIMETER SEALANT CAULK V X R T. WOOD BUCK WITH SEALANT PER AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE BETWEEN BUCK & WINDOW FRAME WATERPROOFING NOTE # 4 AND ANCHORED ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE (SEE WATERPROOFING NOTE # 5) / TO MASONRY WITH IA/2" CASE HARDENED CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED COIL NAILS @ IT O.C. MAX WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 SEE WATER PROOFING NOTE # 6 4. PROVIDE PAN FLASHING AT THE 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 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN SHALL BE CORROSION RESISTANT. (OPTIONAL , NOT REQUIRED) STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS, 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES ATALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION, SLIDING GLASS DOOR BUCK DETAIL 6, AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) NO SCALE AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. PROJECT NAME [DATE : 10 / 28 / 2021 ENGINEER CI PROPOSED KEY LARGO SPEC HOME CAL E : 1 /4" = 1 '-a' PA U L WELCH INC . , � , ;1 a rsE•,,'S° _W MECHANICAL o ELECTRICAL 0 ce PROJECT ADDRESS ARAGE SIDE LEFT CIVIL ENGINEERINGPORT ST LUCI PROP RTI S I r _ 1984 SW BILTMORE ST., SUITE # 114 0 6006 SPRUCE DR , FORT PIERCE FL. 34982 XPOSURE : 160 C PORT SAINTLUCIE, FL34984 sr oe c SHEET T 1 T L E ODEL : MAUI COST. PHONE ; (772) 785-9888 a� ` x � »EMAIL: PWELCHINC@AOL.CO201 SW PORT ST LUCIBLVD . SUIT103 PORT ST LUCI f LORIDA 3498315PAUL WELCH P.E.. DETAILS PAGE OB NUMBER : FLORIDAFLORIDAREGISTRATION N0. 29945