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Home My WebLink AboutMASTER PLAN PERMIT SET 11.2.21GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GARAGE, DECK & POOL ADDITIONS6740 N Hwy A1A, Ft Pierce, FL 34949A-1 extg house 4/24/20IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T DEMO AC PAD DEMO STAIRS EXTG HOUSE EXTG UTILITYCU new garage bldg (gross)1,461 sf garage 2nd level storage 823 sf new elevated deck 730 sf new rear patio 262 sf A-1 A-2 A-2.1 A-3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-11 A-12 GN-1 extg house 3D images cropped extg site plan cropped site plan cropped site plan floor plan ne floor plan se, deck floor plan w, section garage elevs elect plan house elevs house elevs plumb plan gen notes TYP ROOF FLASHING DETAILS HEADWALL FLASHING DETAIL SIDEWALL FLASHING DETAIL SCALE: NTS 1.5" MIN1.5" MIN4"x4" MIN .024" ALUM OR CU L SIDEWALL FLASHING .024" ALUM OR CU Z COUNTER FLASHING WRB UNDERLAYMENT ROOF SHEATHING 4"x4" MIN .024" ALUM OR CU L SIDEWALL FLASHING .024" ALUM OR CU Z COUNTER FLASHING WRB UNDERLAYMENT ROOF SHEATHING ROOF COVERING HOUSE-EXTG 1ST LEVEL FLOOR PLAN SCALE: 1/4"= 1'-0" HOUSE-EXTG WEST ELEVATION HOUSE-EXTG EAST ELEVATION SHEET INDEX 2 GENERAL SPECIFICATIONS: 1. DEFFERED SUBMITTALS/ BY OTHERS: ROOF TRUSSES, GUARDRAILS, ALUM PERGOLA, ALUM LOUVER, POOL 211/2/21field revPROJECT DESCRIPTION NEW CONSTRUCTION OF A 2 STORY DETACHED GARAGE ON LANDWARD SIDE OF EXISTING HOUSE. DECK ADDITION TO EXISTING HOUSE ON SEAWARD SIDE OF HOUSE. NEW POOL, COURTYARD, & DRIVEWAY ON LANDWARD SIDE OF EXISTING HOUSE. ALL DOOR & WINDOWS IN EXISTING HOUSE ARE EXISTING. ZONING INFORMATION: parcel id: 1403-120-0003-010-3 Hutchinson Island (St Lucie County) flood zone: X, A0-1, VE-14 UTILITY INFORMATION: gas: none sewage: septic potable water: well AREA CALCULATIONS : DocuSign Envelope ID: B9687A2B-A5A5-48BA-9449-E7522671FD02 11/2/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GARAGE, DECK & POOL ADDITIONS6740 N Hwy A1A, Ft Pierce, FL 34949A-2 3D images 4/24/20IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T SE PERSPECTIVE SW PERSPECTIVE NW PERSPECTIVE NE PERSPECTIVE 1 11/18/21bldg dept commentsDocuSign Envelope ID: B9687A2B-A5A5-48BA-9449-E7522671FD02 11/2/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GARAGE, DECK & POOL ADDITIONS6740 N Hwy A1A, Ft Pierce, FL 34949A-2.1 cropped extg site plan 4/24/20IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T 7.5' SY SETBACK PL CCL 1981 CCL 1987 7.5' SY SETBACK PL DEMO AC PAD DEMO STAIRS EXTG HOUSE EXTG UTILITYCU EXTG SITE PLAN-CROPPED SCALE: 1/8"= 1'-0" 1 1/18/21 DocuSign Envelope ID: B9687A2B-A5A5-48BA-9449-E7522671FD02 11/2/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GARAGE, DECK & POOL ADDITIONS6740 N Hwy A1A, Ft Pierce, FL 34949A-3 cropped site plan 4/24/20IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T2-8x8-02-8x8-02-8x8-015'-2"8"12'-8 1/2"12'-8 1/2"12'-8 1/2"8"39'-5 1/4"45'12'-8" 3'-6"2'3'-6" 34'-3 1/2" 12' 57'-8"8'8'52'25'-4"11'-4" 11'-11"9'9'-3"6'-7"12'-4"9'1'-4"9'1'-4"9'3'8'-8"3'-4"8"24'4"16'-2 1/2"8"8"13'-10"8"1'-7"3'-6" 8'8"5'-2"50'-5 1/4"8'-8" 4'-8"12'-8"15'-1 1/2"43'-1 3/4"8'-10 1/4"5'-9 3/4"9'-4"7'-5"10'-10"3'-8"10'-10"12'12'-8"12'-8"8'-10"8"3'-4"1'-4"8'-11"1'-4"9'1'-4"9'-1"1'-4"4'8"6'-9"16'4'-8"12'-3"7'5' 4' 82'-3"6'-8"1'-11"4'23'-8 1/2"4'16'-10 1/2"4'5'-11"4'-8"3'-6"5' MIN CLR 4'5' MIN CLR 3'2'3'3'4'3' 17'4'1'-6"3'5'-4"5'-4"6"4'7'5'-8" 12'-4"7'-4"3'-8"8'-1 1/2"1' 9'-8"4'-6"3'DEP DECK OUTLINE 7.5' SY SETBACK PL CCL 1981 CCL 1987 7.5' SY SETBACK PL TYP 4'H BLACK CHAIN LINK FENCE & GATES PER FBCR 4501.17.1 NEW POOL NEW GARAGE STORAGE 1 PORCH ENTRY NEW GENE EXTG RESIDENCE (LEVEL 1.5)NEW REAR PATIO 1EXTG RESIDENCE (LEVEL 1)NEW PATIO 2 (SHADED) W/ DECK ABOVE NEW STAIRS 1 NEW STAIRS 3 NEW PERGOLA NEW POOL DECK MOTOR COURT ENTRY WALKWAY EXTG HOUSE LAWN TYP SHADED AREAS TO BE PAVERS OVER GRADENEWSTAIRS 4NEW STAIRS 2 LAWN LAWN LAWN LAWN LAWN LAWN LAWN LAWN POOL EQUIP CLSTCL UP EXTG UTILITYNEW STAIRS 5 CU CU WALL LEGEND REINFORCED CMU WALL W/ FINISHES NON LOAD BEARING INT WALL DESCRPTIONID SPECS STUCCO OVER 8x8x16 CMU W/ REINF PER STRUCTURAL- 1/2" OR 5/8" GWB OVER R4.1 FOIL INSULATION OVER 3/4" FURRING STRIP. REINFORCED CMU COLUMN SEE FLOOR PLAN 1/2" OR 5/8" GWB OVER 3 5/8" 25 GA METAL STUD OR 2x4 @ 16" OC. SEE BRG WALL DETAILLOAD BEARING 2x4 WALL THICKNESS ON FLOOR PLAN 9" VARIES 4.5" 4.5" STUCCO OVER 8x8x16 CMU W/ REINF PER STRUCTURAL REINFORCED CMU WALL WO/ FINISHES 8" NAEXISTING WALL 9" REINFORCED CMU COURTYARD WALL 8"STUCCO OVER 8x8x16 CMU W/ REINF PER STRUCTURAL PROPOSED SITE PLAN-CROPPED SCALE: 1/8"= 1'-0" 1 1 SITE PLAN NOTES: 1. THIS IS AN ARCHITECTURAL SITE PLAN, SURVEYOR'S OR CIVIL ENGINEER'S SITE PLAN TO OVERRIDE 11/18/21bldg dept commentsDocuSign Envelope ID: B9687A2B-A5A5-48BA-9449-E7522671FD02 11/2/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GARAGE, DECK & POOL ADDITIONS6740 N Hwy A1A, Ft Pierce, FL 34949A-4 cropped site plan 4/24/20IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T2-8x8-02-8x8-02-8x8-015'-2"8"12'-8 1/2"12'-8 1/2"12'-8 1/2"8"39'-5 1/4"45'12'-8" 3'-6"2'3'-6" 34'-3 1/2" 12' 57'-8"8'8'52'25'-4"11'-4" 11'-11"9'9'-3"6'-7"12'-4"9'1'-4"9'1'-4"9'3'8'-8"3'-4"8"24'4"16'-2 1/2"8"8"13'-10"8"1'-7"3'-6" 8'8"5'-2"50'-5 1/4"8'-8" 4'-8"12'-8"15'-1 1/2"43'-1 3/4"8'-10 1/4"5'-9 3/4"9'-4"7'-5"10'-10"3'-8"10'-10"12'12'-8"12'-8"8'-10"8"3'-4"1'-4"8'-11"1'-4"9'1'-4"9'-1"1'-4"4'8"6'-9"16'4'-8"12'-3"7'5' 4' 82'-3"6'-8"1'-11"4'23'-8 1/2"4'16'-10 1/2"4'5'-11"4'-8"3'-6"5' MIN CLR 4'5' MIN CLR 3'2'3'3'4'3' 17'4'1'-6"3'5'-4"5'-4"6"4'7'5'-8" 12'-4"7'-4"3'-8"8'-1 1/2"1' 9'-8"4'-6"3'DEP DECK OUTLINE 7.5' SY SETBACK PL CCL 1981 CCL 1987 7.5' SY SETBACK PL TYP 4'H BLACK CHAIN LINK FENCE & GATES PER FBCR 4501.17.1 NEW POOL NEW GARAGE STORAGE 1 PORCH ENTRY NEW GENE EXTG RESIDENCE (LEVEL 1.5)NEW REAR PATIO 1EXTG RESIDENCE (LEVEL 1)NEW PATIO 2 (SHADED) W/ DECK ABOVE NEW STAIRS 1 NEW STAIRS 3 NEW PERGOLA NEW POOL DECK MOTOR COURT ENTRY WALKWAY EXTG HOUSE LAWN TYP SHADED AREAS TO BE PAVERS OVER GRADENEWSTAIRS 4NEW STAIRS 2 LAWN LAWN LAWN LAWN LAWN LAWN LAWN LAWN POOL EQUIP CLSTCL UP EXTG UTILITYNEW STAIRS 5 CU CU PROPOSED SITE PLAN-CROPPED- DIMENSIONED SCALE: 1/8"= 1'-0" 1 1 SITE PLAN NOTES: 1. THIS IS AN ARCHITECTURAL SITE PLAN, SURVEYOR'S OR CIVIL ENGINEER'S SITE PLAN TO OVERRIDE 11/18/21bldg dept commentsDocuSign Envelope ID: B9687A2B-A5A5-48BA-9449-E7522671FD02 11/2/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GARAGE, DECK & POOL ADDITIONS6740 N Hwy A1A, Ft Pierce, FL 34949A-5 floor plan ne 4/24/20IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T 15'-2"8"12'-8 1/2"12'-8 1/2"12'-8 1/2"8"39'-5 1/4"4"16'-2 1/2"8"8"13'-10"8"1'-7"3'-6" 8'8"5'-2"50'-5 1/4"8'-10 1/4"5'-9 3/4"9'-4"8'-10"8"3'-4"1'-4"8'-11"1'-4"9'1'-4"9'-1"1'-4"4'8"6'-9"16'4'-8"12'-3"7'5' 4'6'-8"1'-11"4'23'-8 1/2"4'16'-10 1/2"4'5'-11"TYP 12" CMU COLUMN NEW 8" CMU WALL 36" GLASS RALING (BY OTHERS) EDGE OF DECK ABOVE EXTG RESIDENCE (LEVEL 1.5)NEW REAR PATIO 1EXTG RESIDENCE (LEVEL 1)NEW PATIO 2 (SHADED) W/ DECK ABOVE NEW STAIRS 1 NEW STAIRS 3 NEW PERGOLA fl el: -4"fl el: 0" fl el: 0" fl el: 66"fl el: 62" fl el: -4" EXTG HOUSE LAWN LAWN LAWN EXTG UTILITYPROPOSED FLOOR PLAN- NE CROP SCALE: 1/4"= 1'-0"MATCH LINEMATCH LINEMATCH LINE DocuSign Envelope ID: B9687A2B-A5A5-48BA-9449-E7522671FD02 11/2/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GARAGE, DECK & POOL ADDITIONS6740 N Hwy A1A, Ft Pierce, FL 34949A-6 floor plan se, deck 4/24/20IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T 8'-8" 5' MIN CLR 4'5' MIN CLR 3'2'3'3'4'3' 17'4'1'-6"3'8'-1 1/2"8" CMU FENCE 8" CMU RET WALL NEW GENE NEW STAIRS 2 EXTG E-METER NEW STAIRS 5 CU CU 20'-1 1/2"39'-8 1/4"16'-9"3'-6" GLASS RALING (BY OTHERS) NEW ELEVATED DECK EXTG RESIDENCE (LEVEL 2)NEW STAIRS 1 fl el: 11'-1.5"fl el: 10'-11.5" -4" 10'-8 3/4"10'-11 3/4" 0" 8'-10 3/4"8'-10 3/4"2'-1"8'-6"1'-2"11 1/4"1 1/2"2"3"13'-8 3/4" DBL BEAM DECKING 36" GLASS GUARDRAIL 16" CMU COLUMN ISOLATED CONC FTG GRADE 8"x16" CMU PILASTER EXTG RESIDENCE (LEVEL 1)EXTG RESIDENCE (LEVEL 2)2' 5'-3"5'-2"2'-6"ARTIFICIAL TURF OVER DIRT FILL GRADE CMU RETAINING WALL EXTG RESIDENCE (LEVEL 1.5)3'2"7"11 1/4"3 1/2"1'-4"7 15/16"13'-8 3/4" ALUM HANDRAIL PER FBCR 311.7.8 CMU WALL TREAD: 4x12 PT PROPOSED FLOOR PLAN- SE EAST CROP SCALE: 1/4"= 1'-0" 2ND LEVEL OCEAN DECK PLAN SCALE: 1/4"= 1'-0" OCEAN DECK SECTION SCALE: 1/4"= 1'-0" STAIR 1 SECTION SCALE: 1/4"= 1'-0" REAR PATIO 1 SECTION SCALE: 1/4"= 1'-0" MATCH LINE DocuSign Envelope ID: B9687A2B-A5A5-48BA-9449-E7522671FD02 11/2/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GARAGE, DECK & POOL ADDITIONS6740 N Hwy A1A, Ft Pierce, FL 34949A-7 floor plan w, section 4/24/20IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T2-8x8-02-8x8-02-8x8-045'12'-8" 3'-6"2'3'-6" 34'-3 1/2" 12' 57'-8"8'8'52'25'-4"11'-4" 11'-11"9'9'-3"6'-7"12'-4"9'1'-4"9'1'-4"9'3'8'-8"3'-4"8"24'4'-8"12'-8"15'-1 1/2"43'-1 3/4"7'-5"10'-10"3'-8"10'-10"12'12'-8"12'-8"82'-3"4'-8"3'-6"5'-4"5'-4"6"4'7'5'-8" 12'-4"4'-6"3' 2 A-7 1 A-7 TYP 8" CMU COURTYARD WALLS 4'x3' CONC LANDING NEW POOL NEW GARAGE STORAGE 1 PORCH ENTRY NEW POOL DECK fl el: -4" fl el: 0"fl el: 0" fl el: -4" ENTRY WALKWAY LAWN TYP SHADED AREAS TO BE PAVERS OVER GRADENEWSTAIRS 4HBLAWN LAWN LAWN LAWN LAWN D1 POOL EQUIP D2D2D2D3CLSTW2W2 W1UP D4 DOG SWR2-8x6-83'-6"12'-8 1/2"10'-10 1/2"4 1/2"34'-3 1/2"8"8"10'-7"8"20"x30" RO ATTIC ACCESS IN SCISSOR ROOF TRUSSES STORAGE 2 OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW UP W315' 7'-4 1/2" -7 1/2"1'-3/4"1'-4 3/4"5'-2"8'-5 1/2" 0" 2'-4"6'-4"9'-10" 8'-5 1/4" 2"x6" RAFTER TAILS @ 24" OC 9/12 SLOPE CLG: 1/2" GWB OVER FLOOR TRUSSES METAL OVER 30# FELT OF PLY & FRAMING PER STRUCT CLG: 1/2" GWB R20 SPF INSUL TO ROOF DECK OPEN EAVE, NO VENTS 6/12 SLOPE STORAGE 2 GARAGE 21.13' NAVD 27.31' NAVD 10'10'10'4'-8"PORCH CEILING INTERIOR CEILING INTERIOR FLOOR PROPOSED FLOOR PLAN- WEST CROP SCALE: 1/4"= 1'-0" GARAGE 2ND LEVEL FLOOR PLAN SCALE: 1/4"= 1'-0" GARAGE SECTION 1 SCALE: 1/4"= 1'-0" GARAGE SECTION 2 SCALE: 1/4"= 1'-0" 2 2 2 MATCH LINE211/2/21field revDocuSign Envelope ID: B9687A2B-A5A5-48BA-9449-E7522671FD02 11/2/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GARAGE, DECK & POOL ADDITIONS6740 N Hwy A1A, Ft Pierce, FL 34949A-8 garage elevs 4/24/20IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T 0" 15'1'2'-6"1'-8"1'-8"2' 2'10"0" 7'-8" 11'-10" 16' 3'-6" 26'-4 1/2" 0"-4" 15'8'-3/4"2'-8"6'-0" NEW WOOD LOUVERS, SEE DTL ON A-8 ID ACTUAL PRESSURES W H B.O. LINTEL TYPE NOTES W1 +37.4, ‐41.0 7‐4 9‐4 9‐4 DBL FIXED W2 +42.8, ‐46.4 3‐0 5‐2 SEE ELEV FIXED W3 +37.4, ‐41.0 SEE ELEV SEE ELEV SEE ELEV DBL FIXED TRAPEZOIDAL WINDOW SCHEDULE SEE GEN NOTE 26 ID ACTUAL PRESSURES W H DESCRIPTION D1 +37.0,‐40.6 2‐8 8‐0 S. SWING, 1 LITE, TANSOM & SIDELITE PER ELEV D2 +37.4, ‐42.2 9‐0 8‐0 OVERHEAD D3 +40.5, ‐52.7 2‐8 8‐0 S. SWING, 1 LITE PANEL D4 +40.5, ‐52.7 2‐8 8‐0 S. SWING, SOLID DOOR SCHEDULE SEE GEN NOTE 26 ITEM TYPE ID 1 BUILDING DP 2 PRODUCT DP GLASS TYPE 5 MFR MODEL APPROVAL # FASTNERS 6 DOOR D1, 3 60,‐60 IMPACT PGT FD‐ 5555 FL 253.6 DOOR D2 42 ,‐46 N/A CLOPAY 84A FL 5684.4 DOOR D4 67,‐67 N/A ThermaTru d. FL 20468.4 WINDOW FIXED W1 50,‐50 IMPACT PGT PW‐ 5540 FL 243.7 WINDOW MULLION W1 53,‐53 N/A PGT 2"x4"x.25" NOA 17‐0630.01 919# ancor capacity req ROOFING METAL ALL ‐83.3 ‐83.3 N/A Drexel Metals AL S. Seam, DM150SS FL 17678 #150SS‐W4 FRANK LIEBLER, ARCHITECT (AR97108) PRODUCT APPROVAL AFFIDAVIT 1. 'ID' as per door & window schedule, or all meaning worst case of all similar items of that type. 2. If building dp are left blank‐ see door & window schedule or design pressure chart. 3. This affidavit is only to verify product's compliance with wind loads. 4. Unless products are specifically submitted for verification by contractor, they are assumed. 5. If glass type is not specified more than 'impact', may use any of the impact glass type in the install instructions to achieve the stated building design pressures. 6. If fasteners is left blank, may use any of the specified attachment methods in the install instruction matching structure provided to achieve the stated building design pressures. 7. I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions.8"1 1/4"6 1/2"2x6 IPE LOUVER, FASTEN EA END TO CONC W/ SS (2) #9 3.5" FINISH SCREW @ TOE, PLUG END SPACING APROX 8" OC, SPACE EQ EDGE OF CONC WALL GARAGE- WEST ELEVATION SCALE: 1/4"= 1'-0" GARAGE- SOUTH ELEVATION SCALE: 1/4"= 1'-0" GARAGE- NORTH ELEVATION SCALE: 1/4"= 1'-0" GARAGE- EAST ELEVATION SCALE: 1/4"= 1'-0" LOUVER DTL SCALE: 1-1/2"= 1'-0" 2 2 2 211/2/21field revDocuSign Envelope ID: B9687A2B-A5A5-48BA-9449-E7522671FD02 11/2/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GARAGE, DECK & POOL ADDITIONS6740 N Hwy A1A, Ft Pierce, FL 34949A-9 elect plan 4/24/20IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T2-8x8-02-8x8-02-8x8-04'-6"3' SWITCH PANEL TO BE DUPLICATED @ EXTG FRONT DOOR NEW GENE L3 L3 L3 L3 L3 L2 L2 L1 L1 L1 L1 L2 L2 L2TYP SHADED AREAS TO BE PAVERS OVER GRADE SSL1 L1 L1L1 SL1 L1 L1 L1 S S L2E-GARAGE DOOR E-GARAGE DOOR E-GARAGE DOOR E2E2 E2 SSSSSS SS E-PANEL D EXTG E-METER E-PANEL A E-GENEE-CUE-CUE3E3 L5 L5 L5 SE2 E2E2E2E2E2 E2E2 E-POOL EQUIP EXTGE-PANEL BE-PANEL CL4L4 SSSUP CU CU ELECT PLAN LEGEND E1 E2 E2.1 E3 E- G- L1 L2 L3 L4 L5 S 120V DUPLEX RECEPTACLE 120V GFCI DUPLEX RECEPTACLE 120V GFCI DUPLEX RECEPTACLE w/ water protected box GENERATOR AUTO TRANSFER SWITCH ELECTRIC FOR LABLED APPLIANCE GAS FOR LABLED APPLIANCE RECESSED CAN LIGHT EXTERIOR WALL SCONCE WALL MOUNT STEP LIGHT UNDERWATER POOL LIGHT SHOP LIGHT LIGHT SWITCH2-8x6-8STORAGE 2 OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW UP L1 L1 SS SL5 L5 E1E1E1L5 ELECTRICAL RISER DIAGRAM SCALE: N.T.S. 6' MIN. NEW UG 1.5" PVC COND, (2) #3 CU, (1) #8 CU GND EXTG 1Ø 120/240V, 3W METER, REPLACE W/ NEW METER MAIN PANEL EXTG GEC TO CWP, UFER, INTERSYSTEM EXTG UNDERGROUND SERVICE 50A CALC LOAD new panel Dnew addition100A MCBnew panel A400A switchextg panel Bextg house200A MCBextg panel Cextg house200A MCBPROPOSED ELECTRICAL PLAN SCALE: 1/8"= 1'-0" GARAGE 2ND LEVEL ELECTRICAL PLAN SCALE: 1/8"= 1'-0" ELECT PLAN NOTES: 1. ONLY NEW FIXTURES ADDED OR MODIFIED IN THE SCOPE OF WORK ARE SHOWN. 2. SEE GENERAL NOTES 27 ON GN-1. 3. GFI PER PLAN & GEN NOTE 27.4. INCLUDING ALL RECEPTACLES IN LAUNDRY ROOM, WASHER, AND DISHWASHER. 4. PROVIDE DISCONNECTS FOR CU, POOL PUMP 5. ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER , COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12(B)). 6. ONLY FIXTURES CHANGED OR ADDED IN SCOPE OF WORK ARE SHOWN. 7. REFER TO CIVIL AND/OR DEP APPROVED DRAWINGS FOR LIGHTING SPECS. DocuSign Envelope ID: B9687A2B-A5A5-48BA-9449-E7522671FD02 11/2/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GARAGE, DECK & POOL ADDITIONS6740 N Hwy A1A, Ft Pierce, FL 34949A-10 house elevs 4/24/20IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T NEW STAIRS 1 NEW PERGOLA (BY OTHERS) NEW STAIRS 3 NEW REAR PATIO 1 NEW DECK HOUSE- PROPOSED WEST ELEVATION SCALE: 1/4"= 1'-0" HOUSE- PROPOSED EAST ELEVATION SCALE: 1/4"= 1'-0" 1 1 11/18/21bldg dept commentsDocuSign Envelope ID: B9687A2B-A5A5-48BA-9449-E7522671FD02 11/2/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GARAGE, DECK & POOL ADDITIONS6740 N Hwy A1A, Ft Pierce, FL 34949A-11 house elevs 4/24/20IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T 8" 2'-8" 1'-4" NEW STAIRS 3 NEW STAIRS 1 GLASS RALING (BY OTHERS) NEW DECK GLASS RALING (BY OTHERS) NEW PERGOLA (BY OTHERS) NEW STAIRS 2 NEW STAIRS 5 NEW DECK HOUSE- PROPOSED NORTH ELEVATION SCALE: 1/4"= 1'-0" HOUSE- PROPOSED SOUTH ELEVATION SCALE: 1/4"= 1'-0" DocuSign Envelope ID: B9687A2B-A5A5-48BA-9449-E7522671FD02 11/2/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GARAGE, DECK & POOL ADDITIONS6740 N Hwy A1A, Ft Pierce, FL 34949A-12 plumb plan 4/24/20IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T2-8x8-02-8x8-02-8x8-04'-6"3' SWITCH PANEL TO BE DUPLICATED @ EXTG FRONT DOOR CO SWR 2" 4", CONNECT TO EXTG SEPTIC DRAIN JOG VENT 2" TO OTHER SIDE IN TRUSS SPACE VTR 2" NEW GENE TYP SHADED AREAS TO BE PAVERS OVER GRADE UP 4" CU CU PROPOSED PLUMBING PLAN SCALE: 1/8"= 1'-0" 2 211/2/21field revDocuSign Envelope ID: B9687A2B-A5A5-48BA-9449-E7522671FD02 11/2/2021 GSPublisherVersion 0.0.100.100 ...............................................................................F F LOO E RTI DAT ASRTECG EIS TIT HERCER D A AR97108 NEW GARAGE, DECK & POOL ADDITIONS6740 N Hwy A1A, Ft Pierce, FL 34949GN-1 gen notes 4/24/20IDDATECOMMENTFL Design Build InspectConstruction + Architecture+ Home InspectionCRC1331263 | AA26003142 | HI10776772.321.4500frank.liebler@gmail.comwww.FLDesignBulidInspect.com© ALL IDEAS, DESIGNS, PLANS AND ARRANGEMENTS INDICATED ON THIS SHEET ARE THE PROPERTY OF FL DESIGN BUILD INSPECT, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THIS SPECIFIC PROJECT.S H E E T BASIS OF STRUCTURAL DESIGN:GENERAL NOTES- residential 1. CODE COMPLIANCE: 1.1. This project was designed under the following codes. The construction documents cannot reference all of the codes require for the construction of this building. By submitting these construction documents for permit or commencing work, the contractor, hereby agrees to comply with all local, state, and federal regulations having jurisdiction over this project, and to comply with all governing codes, including but not limited to, the most current editions as adopted by the state of Florida, of the following: 2017 FBC: RESIDENTIAL, 6th ed 2017 FBC: ENERGY CONSERVATION, 6th ed 2014 NATIONAL ELECTRIC CODE 2. ALL GENERAL NOTES 2.1. THE FOLLOWING SPECIFICATIONS ARE MINIMUM REQUIREMENTS TO SUPPLEMENT THE DRAWINGS. IN CASE OF CONFLICT, NOTIFY ARCHITECT. THESE DRAWINGS, IN CONJUNCTION WITH OTHER SUBMITTALS, REPORTS, OR WRITTEN INSTRUCTIONS BY ARCHITECT OR CONSULTANTS, SHALL BE CONSIDERED THE COMPLETE CONSTRUCTION DOCUMENTS. 2.2. THE FOLLOWING GENERAL & SPECIFIC NOTES SHALL APPLY EQUALLY TO ALL CONTRACTORS , SUBCONTRACTORS, AND SUPPLIERS ENGAGED IN EXECUTION OF WORK ON THESE PLANS. 2.3. GENERAL CONTRACTOR SHALL FURNISH A COMPLETE SET OF DRAWINGS AND ADDENDUM'S TO ALL SUBCONTRACTORS ON THE JOB AND COORDINATE THEIR WORK. ANY DISCREPANCIES AND/OR CONFLICTS IN THE DRAWINGS SHALL BE NOTIFIED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY INSTALLATION. FAILURE TO DO SO WILL BE THE ENTIRE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY COSTS ARISING TO CORRECT THE DISCREPANCY AND/OR CONFLICT SHALL BE BORNE BY THE RESPONSIBLE PARTY. 2.4. NO DEVIATION OF THE APPROVED SET OF DRAWINGS WILL BE MADE IN THE FIELD WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT AND BUILDING OFFICIAL. IN SUCH CASE THE ARCHITECT SHALL PREPARE A REVISION IN ACCORDANCE WITH THE CHANGE. APPROVAL FROM THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. 3. ARCHITECT & CONTRACTOR RELATIONSHIP 3.1. UNLESS CONTRACTED DIRECTLY BY CONTRACTOR, THE ARCHITECT AND CONTRACTOR ARE NOT IN A CONTRACTUAL RELATIONSHIP, THE ARCHITECT IS AN AGENT OF THE OWNER. BY SUBMITTING THESE CONSTRUCTION DOCUMENTS FOR PERMIT, THE CONTRACTOR ACKNOWLEDGES THAT THEY ARE COMPETENT, UNDERSTAND THE DOCUMENTS, AND ARE BOUND BY THE TERMS OF THE DOCUMENTS. IF THE CONTRACTOR VEERS FROM THESE PLANS, THEY ARE ACCEPTING LIABILITY THAT MAY ARISE DUE TO CHANGES. ARCHITECT IS NOT LIABLE FOR THE CONTRACTOR’S INCOMPETENCY TO UNDERSTAND THE CONSTRUCTION DOCUMENTS. IT IS NOT THE ARCHITECT'S ERROR OR OMISSION IF THE ARCHITECT DOES NOT SPECIFY/REFERENCE SOMETHING THAT IS REQUIRED BY THE CODES MENTIONED, THE CONTRACTOR AND SUBS ARE REQUIRED TO UNDERSTAND AND ADHERE THE BLDG CODES NO DIFFERENT THAN THE ARCHITECT. 4. WORKMANSHIP: 4.1. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE TRADES. 5. COORDINATION: 5.1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK FOR ALL TRADES. 5.2. A DRAWING MAY INADVERTENTLY OMIT SOME RELATED ITEM FROM ANOTHER DRAWING. THIS DOES NOT MEAN THAT THE SECONDARILY OMITTED ITEM IS NOT REQUIRED IN SO FAR AS IT AFFECTS THE TRADES. ALL TRADES SHALL INCLUDE EVERYTHING NECESSARY FOR A COMPLETE AND PROPERLY FUNCTIONING CODE - ACCEPTABLE PROJECT, UNLESS CERTAIN ITEMS ARE SPECIFICALLY INDICATED AS BEING PROVIDED BY OTHERS AS "NIC" (NOT IN CONTRACT). 6. ABBREVIATIONS: 6.1. SEE ABBREVIATION LIST FOR DEFINITIONS WHICH ARE USED IN THESE DRAWINGS AND SPECIFICATIONS. 7. CONDITIONS NOT DETAILED: 7.1. CONSTRUCTION DOCUMENTS CANNOT DETAIL EVERY CONDITION OR INSTRUCT THE CONTRACTOR ON HOW TO PERFORM THE WORK. EVERY CONNECTION, CORNER, FLASHING, ETC. MUST BE RESOLVED. NOTIFY ARCHITECT IF A CONDITION NEEDS ADDITIONAL DIRECTION OR DETAIL. ARCHITECT IS NOT LIABLE FOR WORK THAT IS NOT DETAILED/SPECIFIED BY ARCHITECT. IF DRAWINGS HAVE A DETAILED SPECIFICATION FOR A CERTAIN PRODUCT , CONTRACTOR MAY REQUEST A SUBSTITUTION APPROVAL BY ARCHITECT . IF DRAWINGS HAVE A GENERIC SPECIFICATION CONTRACTOR IS FREE TO USE ANY PRODUCT THAT MEETS WHAT IS SPECIFIED WITHOUT APPROVAL BY ARCHITECT. 8. VERIFY SITE INFORMATION: 8.1. CONTRACTOR IS TO VERIFY ALL SITE INFORMATION AND ASSUMPTIONS, ESPECIALLY SUBTERRANEAN CONCEALED CONDITIONS INVOLVING HIDDEN UTILITIES AND SOIL CONDITIONS. SHOULD ANY CONDITIONS AFFECTING THE WORK BE DISCOVERED BY THE CONTRACTOR, HE IS TO NOTIFY THE ARCHITECT IMMEDIATELY. CONTRACTOR SHALL VERIFY THAT EXISTING SOILS MEET THE MINIMUM CAPACITY PER THE STRUCTURAL DESIGN. 9. PRIOR TO ANY EXCAVATION WORK : 9.1. THE CONTRACTOR IS REQUIRED TO LOCATE ANY AND ALL UTILITIES IN OR UNDER CONSTRUCTION, AND MAKE ARRANGEMENTS FOR THEIR LEGAL RE-ROUTING, AS ACCEPTABLE TO GOVERNING AGENCIES, AUTHORITIES, UTILITIES AND OWNER. CONTACT ALL AFFECTED UTILITY COMPANIES AND INFORM THEM OF THE IMPENDING CONSTRUCTION, AND OBTAIN THEIR ASSISTANCE IN LOCATING THEIR UTILITIES. 10. DIMENSIONS: 10.1. DIMENSIONS ON ARCHITECTURAL DRAWINGS MAY BE "ROUGH" OR "FINISH." SEE PLANS FOR REQUIREMENTS. ARCHITECTURAL DIMENSIONS SHALL TAKE PRECEDENCE OVER STRUCTURAL OR OTHER DIMENSIONS, IF NO OTHER CONFLICT RESULTS. DOCUMENT ANY SUCH DISCREPANCIES TO ARCHITECT IN WRITING. DO NOT RELY ON SCALED DIMENSIONS. NOTES TAKE PRECEDENCE OVER GRAPHICS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS FOR WORK TO EXISITING BUILDINGS. 11. HEIGHT ELEVATIONS: 11.1. BUILDING HEIGHT ELEVATIONS TYPICALLY USE THE MAIN FLOOR SLAB AS ELEVATION 0'-0" (BUILDING ELEVATIONS MAY BE NOTED AS "BLDG EL. __" OR "EL. __" OR "AFF. __”) ANY ELEVATION NOT OTHERWISE DESIGNATED AS A SITE ELEVATION IS ON ANY PLANS OTHER THAN THE SITE PLAN IS ASSUMED TO BE A BUILDING ELEVATION. SITE ELEVATIONS MAY BE BASED ON THE SURVEY, WHICH MAY USE MEAN SEA LEVEL, NAVD, OR OTHER HEIGHT AS A REFERENCE DATUM. SITE ELEVATIONS MAY BE NOTED AS: "SEL __" OR "__ NAVD" OR " +X.X' ". CONSULT ARCHITECT FOR ANY QUESTIONABLE LOCATIONS PRIOR TO CONSTRUCTING. 12. AMBIGUITY: 12.1. IN THE EVENT OF ANY AMBIGUITY OR QUESTION WITH REGARD TO THE INTENT OF THE DOCUMENTS, THE ARCHITECT SHALL INTERPRET THE CONSTRUCTION DOCUMENTS. 12.2. IN CASE OF CONFLICTS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS, CONSULT WITH ARCHITECT. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS, AND DRAWINGS, CONSULT WITH ARCHITECT . 13. FLORIDA PRODUCT APPROVALS / SUBMITTALS / SHOP DRAWINGS: 13.1. THE SUBMISSION OF REQUIRED NOTICES OF ACCEPTANCE (NOA) / PRODUCT APPROVALS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO MAKE THESE AVAILABLE AT TIME OF INSPECTION. EVEN IF THE ARCHITECT PROVIDES THESE THE CONTRACTOR MAY CHANGE TO A DIFFERENT PRODUCT THAT MEETS THE SAME OR HIGHER BUILDING DESIGN PRESSURES, SOME JURISDICTIONS WILL REQUIRE A REVISION. IF THERE IS A DISCREPANCY BETW THE FASTENING OF PRODUCTS, ACCORDING TO MFR INSTALLATION AND ARCHITECT'S SPECS, VERIFY W/ ARCHITECT. 13.2. SHOP DRAWINGS/SUBMITTALS WILL BE REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES /TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES, AND FULL COMPLIANCE WITH CONSTRUCTION DOCUMENTS. 14. GENERAL STRUCTURAL 14.1. ONCE SIGNED & SEALED BY ARCHITECT OR ENGINEER. DESIGN PROFESSIONAL CERTIFIES THAT THE CONSTRUCTION DOCUMENTS MEET THE LOAD REQUIREMENTS STATED IN THE APPLICABLE FBC REFERENCED. 14.2. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION. PROVIDE APPROPRIATE SUPERVISION THROUGHOUT THE PROJECT. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO RESIST ALL CONSTRUCTION LOADS INCLUDING THE WEIGHTS OF ALL SUPPORTED MATERIALS PLUS A LIVE LOAD OF 50 PSF ON HORIZONTAL SURFACES. MAINTAIN TEMPORARY BRACING AND RETAIN IN PLACE UNTIL PERMANENT STRUCTURAL SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION PHASE LOADS. 14.3. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL CONSTRUCTION AND ITS CONTENTS. 14.4. SPECIFIC PRODUCT DATA MUST BE PROVIDED TO ARCHITECT FOR APPROVAL OF HEAVY FINISHES SUCH AS TILE ROOFS OR STONE ON RAISED FLOORS. ABBREVIATIONS: AB ANCHOR BOLT A/C AIR CONDITIONER AHU AIR HANDLING UNIT AT ACOUSTICAL TILE B.M. BENCH MARK BM BEAM BC BOTTOM CHORD BLK BLOCK BO BY OWNER BOTT BOTTOM BP BOTTOM PLATE CJ CONTROL (CONSTRUCTION) JOINT CL CENTER LINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CO CONNECTOR COL COLUMN CONC CONCRETE CONT CONTINUOUS CU CONDENSING UNIT OR COPPER CW COLD WATER CXN CONNECTION D NAIL SIZE (PENNY) DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DISP DISPOSAL DN DOWN DR DRYER DTL DETAIL DW DRIVEWAY 'E' EXISTING EA EACH EJ EXPANSION JOINT EL BUILDING ELEVATION ELECT ELECTRICAL ELEV ELEVATOR OR ELEVATION EW EACH WAY EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EXP EXPOSED EXT EXTERIOR EXTG EXISTING F1 FOOTING #1 FA FASTENER FD FIELD (FLOOR) DRAIN FE FIRE EXTINGUISHER FF FINISH FLOOR FIN FINISH FLR FLOOR FP FIRE PROTECTION EPS EXPANDED POLYSTYRENE FTG FOOTING FT FOOT (OR FEET) GALV GALVANIZED GFI GROUND FAULT INDICATOR GSF GROSS SQUARE FEET GWH GAS WATER HEATER GWB GYPSUM WALL BOARD HB HOSE BIB HC HOLLOW CORE HDG HOT DIPPED GALVANIZED HORIZ HORIZONTAL HW HOT WATER HWH HOT WATER HEATER IN INCH INT INTERIOR JT JOINT MAX MAXIMUM MEP MECH/ELECT/PLUMB MFR MANUFACTURER MIN MINIMUM MO MASONRY OPENING MW MICROWAVE NIC NOT IN CONTRACT NTS NOT TO SCALE NSF NET SQUARE FEET L-1 LINTEL #1 LF LINEAL FOOT OA OVERALL OC ON CENTER OAS OR APPROVED SIMILAR PL PROPERTY LINE OR PLATE PLY PLYWOOD PT PRESSURE TREATED PVC POLY VINYL CHLORIDE R RADIUS R/A RETURN AIR RCB REINFORCED CONCRETE BEAM RCC REINFORCED CONCRETE COLUMN RD ROOF DRAIN REF REFRIGERATOR REINF REINFORCING REQ REQUIRED R/W RIGHT-OF-WAY RTU ROOF TOP UNIT S. SIMPSON (MFR) SBS STYRENE BUTADIENE STYRENE SEL SITE ELEVATION SF SQUARE FOOT SIM SIMILAR SK SINK SOG SLAB ON GRADE SS STAINLESS STEEL STAG STAGGERED TBD TO BE DETERMINED TC TOP CHORD TME TO MATCH EXISTING TOB TOP OF BEAM TOB TOP OF COLUMN TOS TOP OF SLAB TP TOP PLATE TPO THERMO PLASTIC OLEFIN TYP TYPICAL UG UNDER GROUND UNO UNLESS NOTED OTHERWISE VB VAPOR BARRIER VERT VERTICAL VTR VENT THRU ROOF W/ WITH WA WASHER MACHINE WP WATER PROOF WD WOOD WWF WELDED WIRE FABRIC/MESH # POUND OR NUMBER 19. LIGHT GAGE METAL STUDS & MISC. METAL FRAMING : 19.1. ALL LIGHT GAGE METAL INTERIOR STUDS SHALL BE G90 GALVANIZED 25 GA MINIMUM. USE 20 GA STUDS WHERE HEAVY LOADS ARE HUNG FROM SUCH AS TV'S OR WALL CABINETS . ALL WALL TRACKS SHALL BE 25 GA. 26. EXTERIOR DOORS AND WINDOWS: 26.1. INSTALL OVERHEAD DOORS (INCLUDING BUCKS), EXTERIOR DOORS, AND WINDOWS AS PER MFR'S SPECIFICATION/ PRODUCT APPROVAL. 26.2. PT 1x BUCK: ATTACH TO MASONRY /CONC W/ADHESIVE & RECESSED 3/16"x2" MIN TAPCON OR 6D CASE HARD NAILS OR T NAILS @ 12"/3" END. ATTACH TO MASONRY /CONC W/ADHESIVE & RECESSED 3/16"x2" MIN TAPCON OR 6D CASE HARD NAILS OR T NAILS @ 12"/4" END. PT 2x BUCK: ATTACH TO MASONRY /CONC W/ADHESIVE & RECESSED 1/4"x3 1/4" MIN TAPCON @ 8"/4" END. 26.3. MIN OVERHEAD DOOR BUCK: 2x6 @ SIDES TO FILLED CELL W/ WEDGE ANCHOR @ 24" OC MIN, 12" FROM ENDS. WEDGE ANCHOR TO BE 1/2" x 6" W/ 2" x 1/8" WASHER. 2x6 @ TOP TO LINTEL W/ 1/4" x 2.75" TAPCONS STAG @ 24" OC. 26.4. CONTRACTOR TO VERIFY THE FOLLOWING WITH MFR/SUPPLIER PRIOR TO CONSTRUCTION: -ROUGH OPENING DIMS, EGRESS COMPLIANCE (FBC R310), SAFETY GLASS COMPLIANCE (FBC R308.4) 26.5. CONTRACTOR TO FIELD VERIFY OPENINGS BEFORE ORDERING DOORS/WINDOWS. 26.6. DOORS BETWEEN GARAGE & RESIDENCE TO BE 20 MINUTE FIRE RATED OR 1-3/8" THICK SOLID WOOD AS PER FBC R 302.5.1. 26.7. FLASHING AS PER FBC R703.4 AND REFERENCED FMA/AAMA DOCUMENTS. 26.8. GLASS TO HAVE: LOW-E, U-FACTOR ≤ 0.4, SHGC ≤ 0.25 26.9. SIZES ARE NOMINAL AND CAN VERY +/- 2" IN SIZE IF EGRESS IS NOT EFFECTED. 27. ELECTRICAL & LIGHTING NOTES 27.1. PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF CIRCUITS, RECEPTACLES, FIXTURES, AND EQUIPMENT, SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTOR. IF LAYOUT/SIZING IS PROVIDED ELECTRICAL CONTRACTOR TO VERIFY. 27.2. ALL 120V 15A AND 20A DWELLING UNIT RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT TYPE. 27.3. PROVIDE AFIC AS DETERMINED BY NEC 210.12 OR FBC R 3902. 27.4. PROVIDE GFIC AS DETERMINED BY NEC 210.8 OR FBC R 3902. 27.5. ALL EXTERIOR OUTLETS TO BE GFIC WITH WEATHER TIGHT PROTECTIVE COVER. 27.6. SMOKE ALARMS SHALL BE HARD WIRED, INTERCONNECTED, W/ BATTERY BACKUP PER FBC R314. 27.7. CARBON MONOXIDE ALARM TO BE INTEGRAL WITH SMOKE ALARM AND COMPLY WITH FBC R315. 27.8. PROVIDE POWER RECEPTACLE & LIGHT, WHEN ATTIC CONTAINS AHU OR HAS STORAGE AREA. 28. PLUMBING: 28.1. PLANS ARE SCHEMATIC. ACTUAL LOCATION, MATERIAL, AND SIZE OF PIPES, DRAINS, AND VENTS SHALL BE DETERMINED BY A LICENSED PLUMBER. IF LAYOUT/SIZING IS PROVIDED PLUMBING CONTRACTOR TO VERIFY. 28.2. SEPTIC & DRAIN FIELD IS SCHEMATIC, EXACT LAYOUT/SIZING SHALL BE BY A LICENSED SEPTIC CONTRACTOR AND ADHERE TO 64E-6, F.A.C. 28.3. NO PLUMBING REQUIREMENTS SHALL INTERRUPT THE STRUCTURAL INTEGRITY OF THE BUILDING. 29. ROOF PENETRATIONS: 29.1. VERIFY ALL REQUIRED ROOF PENETRATIONS FROM HVAC, PLUMBING, ELECTRICAL, AND OTHER DRAWINGS. PROVIDE ALL NECESSARY PENETRATIONS WITH REQUIRED ACCESSORIES TO PREVENT MOISTURE INTRUSION AND RETAIN STRUCTURAL STABILITY, IN ADDITION TO THOSE INDICATED ON THE ROOF PLAN. CONSULT ARCHITECT IF ROOF PLAN CONFLICTS WITH ANY REQUIRED ROOF PENETRATIONS. 31. FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX: 31.1. FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX: 31.2. FINISHES TO COMPLY WITH THE BELOW FIGURES AS PER FBC R302.9 - 302.10 31.3. INSULATION FLAME SPREAD: <25, INSULATION SMOKE DEVELOPED: <450 31.4. WALL/CLG FLAME SPREAD: <200, WALL/CLG SMOKE DEVELOPED: <450 32. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: 32.1. WEATHERING: NEGLIGIBLE, TERMITE AREA: VERY HEAVY 33. MISC: 33.1. ROOF SYSTEM & FLASHING AS PER MFR INSTRUCTIONS. 33.2. GUARDRAILS AS PER FBC R312. 33.3. STAIRWAY AS PER FBC R311.7. 33.4. MEP SYSTEMS 1'+ BFE, AS PER FBC R322.1.6. 33.5. MECHANICAL APPLIANCES TO BE PROTECTED IF INSTALLED ON FLOOR IN GARAGE AS PER M1307.3.1. USE 2" DIA x 36"H PIPE W/ COLLAR BASE, ATTACH COLLAR TO SLAB W/ (4) 1/4" x 2.25" TAPCON. 33.7. IGNITION BARRIER NOT REQUIRED FOR SPRAY FOAM IN ATTIC UNO. 33.8. PROVIDE FIRE BLOCKING AS PER FBC R 302.11. 34. FINISHES: 34.1. GWB: MOISTURE RESISTANT GWB @ ALL WET AREAS, CEMENT BOARD INSIDE SHOWER COMPARTMENTS. USE 5/8” TYPE X GWB ON GARAGE CEILING IF CONDITIONED/HABITABLE AREA ABOVE . GARAGE SEPARATION WALL TO HAVE A MINIMUM OF ONE 1/2" LAYER OF GWB ON THE GARAGE SIDE OF WALL AS PER FBC R302.6. SEE DOOR GEN NOTE 26.6. 34.2. EXTERIOR LATH AS PER FBC R703.7.1/ASTM C1063-11A. FOR EXTERIOR CEILINGS/SOFFITS USE MIN. 5/8" STUCCO ON RIBBED LATH. ATTACH TO BOTTOM OF WOOD FRAMING W/ 11GA NAILS W/ 3/8" HEAD @ 6" OC W/ 1-3/4" EMBED INTO WOOD. TYP TRANSITION FROM WOOD TO CONC (I.E. @ GABLE END) TO HAVE A VINYL CONTROL JOINT IN STUCCO. 34.3. EXTERIOR T&G WOOD CEILING. ATTACH 1x4 OR 1x6 BOARD W/ 2" 16GA FINISH NAIL EA RAFTER /JOIST/BC. TO CHANGE ORIENTATION USE 2x4 FLAT PURLINS ATTACHED TO EA RAFTER /JOIST/BC W/ (2)16D NAIL. PER STRUCTURAL DRAWINGS DocuSign Envelope ID: B9687A2B-A5A5-48BA-9449-E7522671FD02 11/2/2021