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Home My WebLink AboutPLANS8 FT . P I E R C E , F L . 3 4 9 8 7 10 2 1 0 C A R L T O N R D . GE O R G E & A N G E L A M A R T I R E LA T O R T U G A G A M 51 1 S W P O R T S A I N T L U C I E B L V D . PO R T S T . L U C I E , F L 3 4 9 5 3 P1 04 SEP 20 P2 16 OCT 20 TOP OF WINDOWS TO FASCIA =11-3/16'' +/- W/2x4 END RAIL LAMINATED SHINGLE ROOF FINISH TYP. EACH SIDE OF ENTRY FIELD FRAMED CRICKET 1 4"/12 PITCH MIN. HARDI PLANK HORIZONTAL SIDING 7" EXPOSURE MAX. DECRORATIVE VINYL RAILINGS HARDI BOARD TRIM AT CORNERS AND OPENINGS 5 'V' CRIMP MTL. ROOFING OVER UNDERLAYMENTS PERFORATED VINYL SOFFIT PANELS - TYP. ALL OVERHANGS ALUM FASCIA WRAP OVER WOOD SUB FASCIA FRONT ELEVATION SCALE:1 4'' = 1'-0'' + 38.2 - 41.7 STUCCO LIGHT TEXTURE FINISH HARDI PLANK HORIZONTAL SIDING 7" EXPOSURE MAX. 5' - 8 " CL O F E L E C T . B O X + 38.5 - 41.9 +27 -30IMPACT RATED O.H. DOOR DECORATIVE (IN-OPERABLE) SHUTTERS IMPACT RATED DOOR & FRAME ASSEMBLY RAISED STUCCO BAND SURFACE APPLIED DECORATIVE OUTLOOKERS ROOF SHEATHING 5 8" (19 32") APA RATED 40/20 ORIENTED STRAND BOARD ROOF SHEATHING SECURED TO TRUSSES USING FASTENERS AND SPACING PER ROOF SHEATHING ATTACHMENT DETAIL ON SHT. A5 ROOF FINISHES SCALE:1 8'' = 1'-0'' BIRDSEYE RIDGE H . R I D G E H I P R I D G E H I P R I D G E RI D G E RI D G E RI D G E HIP R I D G E V A L L E Y VAL L E Y VAL L E Y V A L L E Y VA L L E Y V A L L E Y 5 'V' CRIMP 26 Ga. MIN. MTL. PANEL ROOFING AND ACCESSORIES SECURED USING FASTENERS, SPACING, AND SEALANTS PER MFR'S SPECIFICATIONS OVER ROOFING UNDERLAYMENTS TIN TAGGED TO SPECIFIED SHEATHING FLASHING : GALV MTL. DRIP EDGE: 26 Ga. ALUM. RI D G E RI D G E VAL L E Y HI P R I D G E HI P R I D G E CITY OF FT. PIERCE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT OWNERS NAME CONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVD PORT ST LUCIE FL 34953 OPENING PROTECTIVES (WINDOWS, DOORS, AND SKYLIGHTS), COMPONENTS AND CLADDING PRODUCT NOTE: ALL MANUFACTURED HOLES FOR ANCHORING MUST BE FILLED WITH APPROPRIATE FASTENERS I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING AND HAVE APPROVED THEIR USE IN THIS STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. NAME SIGNATURE DESIGN FIRM CERT. NO WINDOWS - SINGLE HUNG IMPACT RATED FRONT DOOR IMPACT RATED GARAGE DOOR IMPACT RATED SH8100 PVC SINGLE HUNGCWS WINDOWS THERMA TRU IMPACT LOW-E 366 INSULATED SEE ELEVATION SHEET +31.9/-35.6 +/- 50 PSF ROOF FINISH PLAG ANGLE TO HAVE (3) 5 16" x 1-5/8" LAG SCREWS AND DOOR BRACKET TO HAVE LAG SCREWS 24" O.C. MAX AND 6" FROM CORNERS +/- 70 PSF OPAQUE FIBERGALSS MANUFACTURER MODEL / TYPE GLAZING DESCRIPTIONF.P.A. OR NOA (MIAMI DADE) BUILDING DESIGN PRESSURESMETHOD OF ATTACHMENT SEE COVER SHEET PRODUCT DESIGN PRESSURES UNDERLAYMENTS DATE PATIO DOOR IMPACT RATED THERMA TRU +/- 50 PSFOPAQUE FIBERGALSS SEE COVER SHEET WINDOWS - FIXED IMPACT RATED SH8500 PVC FIXEDCWS WINDOWS IMPACT LOW-E 366 INSULATED FPA: FL 13010.1 (R6) IMPACT REV. DATE: 07-31-20 FPA: FL 20468.4 R3 REV. DATE: 07-12-20 FPA: FL 20468.4 R3 REV. DATE: 07-12-20 824 / 811 STL. SECTIONALDAB DOOR CO.NOA: 17-0919.12 EXP. DATE: 08-14-21 Underlayments must be ASTM D226 Type II, ASTM D4869 Type IV, ASTM D6757 Complying w/FBC 2017, Table 1507.1.1 VARIOUS SUPPLIERS SOFFIT KAYCAN LTD 2x4 BRACE AT CENTER OF PANEL +23.6 / -28.8 +66.7 / -66.7 ROOF VENTS Apply roofing cement to the underside, back, and side flanges of roof vent. Cement should be 1 4" min. thick and extend 2" beyond and onto roofing underlayments HURRICANE PANELS LESS THAN 6' SPAN FPA: FL 12856 R6 REV. DATE: 10-10-17 1 4" - 20 x 3 4" SS SCREWS SPACED AT 2' O.C. TOP AND BOTTOM +65.0 / -77+23.6 / -28.8EASTERN METAL SUPPLY FPA: FL 16503.1 REV. DATE: 02-13-18 TRIPLE 4 FULL-O-VENT ECO VINYL SOFFIT PANELS FLORIDA METAL PRODUCTS, INC. FLAMCO LOW PROFILE OFF RIDGE VENTS FPA: FL 21580.1 APPR DATE: 12-12-17 See FPA installation details sheets provided See FPA installation details sheets provided SEE ELEVATION SHEET +/- 65 PSF FPA: FL 16177.1 (R2) IMPACT REV. DATE 08-08-20 +/- 46 PSF +27.0 / -30.0 1 4" TAPCONS @ 14" O.C. w/ 11 4" EMBED AND 6" OFF CORNERS 1 4" TAPCONS @ 14" O.C. w/ 11 4" EMBED AND 6" OFF CORNERS JA TAYLOR ROOFING 5 'V' CRIMP MTL. PANELS FPA: FL 17443 R1 APPR DATE 04-10-18 Fastener: #9 x 15 HWH corrosion resistant w/ sealing washers in compliace w/ FBC 2017 code, Sec.1507 See FPA installations details sheet provided - 69.25 PSF MULLIONS FL-9520.1 3/16" ITW TAPCON 1" MIN EMBEDMENT MIN. EDGE DIST. 3" ############ La Tortuga_MARTIRE P 10/29/20 C1 COVER 1 SHEET DESCRIPTION DATE REV SCALE: OF MODEL OWNER DESIGN BY CHECKED BY 1 2 3 4 5 6 7 8 DRAWING INDEX C1 COVER PAGE A1 FOUNDATION PAGE A2 FLOOR PLAN A3 ELECTRICAL PLAN A4 EXTERIOR ELEVATIONS A5 ROOF PLAN A6 HVAC PLAN S1 ENGINEER DETAIL PAGE S2 ENGINEER DETAIL PAGE A CUSTOM MODEL FOR: GROZA BUILDERS, INC. LA TORTUGA - GAM GEORGE & ANGELA MARTIRE 10210 CARLTON RD. FT. PIERCE, FL. 34987 TERMITE NOTES: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS, 3. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. 4. MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. 5. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS. 6. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION. 7. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE FINAL INSPECTION. 51'-10" 75 ' - 0 " 51'-10" 75 ' - 0 " 15 ' - 0 " 20 ' - 0 " 31 ' - 4 " 5' - 4 " 19'-4"6'-8"16'-6" 24 ' - 1 0 1 4 " 2'-1"2'-93 4"4'-01 4" 4'-4"12'-2" 8" 3' - 0 " 8" 4' - 4 " 25'-4"16'-6" 22 ' - 8 " 12 ' - 4 1 2 " 14 ' - 1 1 4 " 10'-71 4"19'-03 4" 4"3'-4"4"17'-10" 8"3'-111 4" 12'-93 4"8' - 1 1 " 16 ' - 8 1 2 " 24 ' - 1 0 1 4 " 1 2" x 8" Wedge Anchors @ 32" o.c. w/ 2 washers & nuts FINISH FLOOR ELEVATION 0'-0'' 8"29'-4" RECESS SLAB1-1/2" RECESS SLAB 1-1/2'' RECESS SHOWER 8"3'-111 4"8'-21 2" 1'-4" 7'-4"2'-8" 23 ' - 4 " 7' - 4 " 43 ' - 4 " 26'-8" 22 ' - 8 " 2' - 6 " 5' - 6 " 5'-2" 3' - 4 " 5' - 4 " 5' - 8 1 2 " 14 ' - 1 1 1 2 " 5' - 1 1 1 2 " 1' - 1 0 " 8' - 7 " F2CBS FIBERMESH OR 6"x6" 10 10 WIRE 16"x16" FOOTING w/ (2) #5 BARS SEE DOWEL PLAN MAIN FINISH FLOOR F3 FIBERMESH OR 6"x6" 10 10 WIRE 16"x16" FOOTING w/ (2) #5 BARS 4" MIN. CONCRETE SLAB 12" x 8" LONG J-BOLT VERT. OR LATERAL BEARING WALL (2) #5 BARS CONTINUOUS F4 # 5 BARS 8" O.C. EACH WAY 3" BOTT. CLEARANCE FIBERMESH OR 6"x6" 10 10 WIRE 4" MIN. CONCRETE SLAB TURN CONCRETE DOWN INTO PAD 36" x 36" x 16" DEEP PAD POURED INTEGRAL WITH SLAB PAD FOOTING BEARING F2 STEP FOOTING INT. BEARING WALLS FIBERMESH OR 6"x6" 10 10 WIRE (2)#5 BAR CONTINUOUS FINISH FLOOR INTERIOR 12" x 8" LONG WEDGE ANCHORS 16"x16" FOOTING w/ (2) #5 BARS F1 MONO EDGE FOOTING FINISH FLOOR 45 FLARE 6"MIN. O (2)#5 BAR CONTINUOUS 3" MIN.COVER MONO FOOTING CORNER DETAIL (2) #5 BAR CONTINUOUS w/ 25" MIN. LAP AND (1) #5 VERTICAL BAR @ CORNER - SEE FOUNDATION PLAN F1 CURB TYP. FOOTING W/ RAISED CURB FINISH FLOOR 45 FLARE 6"MIN. O (2)#5 BAR CONTINUOUS 3" MIN.COVER RAISED CURB F1 F1 F1 CURBF1 CURB F2 CBS F2 CBS F1 F1 S F2 CBS F2 CBS F2 CBS F1 F1 F1 F1 F2 F2 CBS F2 F3 F3 F3 CBS w/ CURB F1 F1 4' - 0 " 8" 1'-4"1'-4" 8'-0" 1'-4" 1' - 4 " 4' - 0 " 1' - 4 " 1'-4" 1' - 0 " 2' - 4 " 1' - 8 " F1 24" x 56" x 16" D. PAD FOOTING w#5 BARS 8" o.c. EA. WAY 36" x 36" x 16" D. PAD FOOTING w#5 BARS 8" o.c. EA. WAY 3'-0" 3' - 0 " F4 22'-33 4"19'-61 4" 12'-2" F2 CBS F1 CURB 4' - 8 " 8' - 0 " 7' - 8 " 3' - 1 1 1 2 " SLAB NOTE 3000 PSI CONCRETE SLAB 4'' THICK W/ FIBERMESH (OR 6''X6'' 10 /10 W.W.F.) OVER 6 MILL VISQUEEN AND CLEAN, COMPACTED, TERMITE TREATED FILL MONO EDGE FOOTING AT SHOWER RECESS F1S 4" SHOWER RECESS 45 FLARE 6"MIN. O (2)#5 BAR CONTINUOUS 3" MIN.COVER FLAT TOP FOOTING w/ RAISED CURB F3 CURB TYPICAL CONCRETE SLAB FILL TO BE TREATED FOR TERMITES BEFORE CONCRETE SLAB FINISH FLOOR 6 MIL POLY VAPOR BARRIER COMPACTED FILL POURING BUT AFTER PLUMBING ROUGH IN. FIBER-MESH MATERIAL OR WIRE-MESH MATERIAL 8 FT . P I E R C E , F L . 3 4 9 8 7 10 2 1 0 C A R L T O N R D . GE O R G E & A N G E L A M A R T I R E LA T O R T U G A G A M 51 1 S W P O R T S A I N T L U C I E B L V D . PO R T S T . L U C I E , F L 3 4 9 5 3 P1 04 SEP 20 P2 16 OCT 20 1/4" = 1'-0" La Tortuga_MARTIRE P 10/29/20 A1 FOUNDTION 2 SHEET DESCRIPTION DATE REV SCALE: OF MODEL OWNER DESIGN BY CHECKED BY 1 2 3 4 5 6 7 8 CONTROL JOINT NOTE ENTRY and LANAI Ceilings: 1/2” thick stucco on 3/8” hi-rib lath attached to horizontal and vertical wood framing with nails or staples @ 8" o.c. to provide no less than 1-3/4” penetration into horizontal wood framing and 3/4” penetration into vertical wood framing members Per ASTM C1063 and Stucco - ASTM C926 LIVING GARAGE LANAI ENTRY&PORCH TOTAL LIVING C.F. = +/- 16,830 1,956 679 302 166 3,103 SQUARE FOOTAGE RANGE W/ HOOD 51'-10" 25'-4"16'-6" 9'-8"3'-2"12'-6"1'-4" 75 ' - 0 " 51'-10" 75 ' - 0 " 15 ' - 0 " 20 ' - 0 " 31 ' - 4 " 5' - 4 " 28'-8"6'-8"16'-6" 19'-4" 6'-8"4'-6"6'-8" 4' - 6 " 9' - 0 " 3' - 2 " 15 ' - 4 " 7' - 8 " 3' - 2 " 4' - 2 " 1' - 4 " 18 ' - 8 " 12 ' - 0 " 2' - 8 " 16 ' - 8 " 8"14'-0"5'-0"5'-8" 8"6'-8"3'-8" 10'-0" 8" 10 ' - 1 1 " 2' - 5 " 11 ' - 0 " 10 ' - 8 1 2 " 7' - 4 " 8' - 0 " 8" 21 ' - 8 1 2 " 5' - 8 " 12 ' - 8 " 6' - 0 " 8" 8"10'-2"2'-0"16'-2"8"11'-6"8" 8" 15 ' - 0 " 8" 3'-8"10'-8" 8" 8"4"3'-4"4"8"16'-6"8" 6' - 0 " 4' - 1 1 1 2 " 8" 6' - 6 " 9' - 6 " 14 ' - 0 " 8" 3' - 0 " 4" 2' - 3 " 3' - 3 " 8" 12'-71 4"18'-43 4" 7'-111 4"4'-0"8" 4'- 6 " 10 " 3' - 0 " 8" 10'-10"4'-4" 10'-4"8" SIMPSON HTS20 CONNECTED TO EACH TRUSS ALONG FRAMED BEARING WALLS U.N.O SIMPSON HTS20 CONNECTED TO EACH TRUSS ALONG FRAMED BEARING WALLS U.N.O 30"X30" ATTIC ACCESS FIELD LOCATE 30"X30" ATTIC ACCESS FIELD LOCATE 4' - 0 " 1' - 4 " 1'-4"4'-0"1'-4"15'-2"1'-4" 4'-0" 3' - 4 " 8'-0"1'-4" 11 ' - 4 " 7'-4" 23 ' - 4 " 43 ' - 4 " 28'-8"8" 10'-2"8" 4'-21 2"5'-03 4"4'-51 2"7'-6"8" 8" 7' - 4 " 22 ' - 0 " 8" 4' - 8 " 4' - 0 " 11 ' - 7 1 2 " 16 ' - 8 " 1' - 3 1 2 " 8' - 3 1 2 " 9'-111 2"4'-5" 8" 2'-8" 7' - 4 " 4' - 7 1 2 " 32 " x 8 " F G TE M P / O B C S SH 35 EGRESS SH 3 5 S H 2 5 E G R E S S SH 25 EGRESS SH 2 5 E G R E S S SH 3 5 SCREEN ENCLOSURE WITH CONTINUOUS LOWER KICKPLATE SPRAY APPLIED R-20 EXPANDED POLYSTYRENE INSULATION FOAM ENTIRE HOUSE INCLUDING OVER GARAGE 1' - 0 " 4" STEP DN.20 MIN. FIRE RATED SELF CLOSING 5 5 9 2 4 9 5 198 109 HARDIE BOARD PLANK SIDING DIRECT APPLIED TO BLOCK w/ FASTENERS PER MFR'S SPECIFICATIONS 7 PRESTRESSED 8F16-1B-1T PRESTRESSED 8F16-1B-1T PRESTRESSED 8F16-1B-1T CASTCRETE PRECAST LINTEL SCHEDULE 4 5 6 1 2 3 10 11 12 7 8 9 13 17 18 19 14 15 16 20 21 22 23 24 25 26 27 28 29 30 31 32 MASTER SUITE 8'-0" FLAT CLG. GREAT ROOM 2.5 / 12 VAULT (3 WAY) DINING 2.5 / 12 VAULT (2 WAY) KITCHEN 2.5 / 12 VAULT (2 WAY) M. BATH 8'-0" FLAT CLG. W.I.C. 8'-0" FLAT CLG. W.I.C. 8'-0" FLAT CLG. W.I.C. 8'-0" FLAT CLG. BEDROOM 4 8'-0" FLAT CLG. BEDROOM 3 8'-0" FLAT CLG. BEDROOM 2 8'-0" FLAT CLG. BATH 2 8'-0" FLAT CLG. HALL PANTRY FOYER 8'-0" FLAT CLG. COFFER TRAYS TO 9'-0" ENTRY 9'-0" FLAT CLG. STUCCO FINISH GARAGE / WORKSHOP 8'-0" FLAT CLG. ABOVE INT. FIN. FL. PORCH 8'-0" FLAT CLG. STUCCO FINISH 33 30 LAUNDRY 8'-0" FLAT CLG. LANAI 8'-0" FLAT CLG. STUCCO FINISH ISLAND: 35 1 2" H. KNEEWALL 2x6 STUDS @ 16" o.c. FLAT COUNTERTOP TYP. BOTH SIDES OF ENTRY: FRAMED BEARING WALL ATOP CMU WALL TO 10'-9" A.F.F. 2x4 STUDS @ 16" O.C. w/ 1 2" OSB SHEATHING ON EXTERIOR SIDE 27 28 8 FT . P I E R C E , F L . 3 4 9 8 7 10 2 1 0 C A R L T O N R D . GE O R G E & A N G E L A M A R T I R E LA T O R T U G A G A M 51 1 S W P O R T S A I N T L U C I E B L V D . PO R T S T . L U C I E , F L 3 4 9 5 3 P1 04 SEP 20 P2 16 OCT 20 1/4" = 1'-0" la tortoga_MARTIRE 8/07/20 A2 FLOOR PLAN 3 SHEET DESCRIPTION DATE REV SCALE: OF MODEL OWNER DESIGN BY CHECKED BY 1 2 3 4 5 6 7 8 SIZE SERVICE 200 AMPS CONDUCTOR SIZE 2/0 CU METER CAN ONLY CONST. TYPE RESIDENTIAL #4 Bare copper to steel of footer with one ground rod 6’ away 200 AMP OVERHEAD ELECTRIC SERVICE 30"X30" ATTIC ACCESS FIELD LOCATE 30"X30" ATTIC ACCESS FIELD LOCATE METER AND 200 AMP PANEL LOCATE IN FIELD 32 " x 8 " F G TE M P / O B C S SH 35 EGRESS SH 3 5 SH 3 5 WELL PUMP 1. ELECTRICAL CONTRACTOR TO VERIFY SERVICE REQUIREMENTS 2. 150 AMP SERVICE. 3. ALL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE CURRENT NATIONAL ELECTRIC CODE, STATE & LOCAL CODES AND ORDINANCES AND REQUIREMENTS OF FLORIDA POWER & LIGHT. 4. SMOKE DETECTORS ARE REQUIRED. 5. CARBON MONOXIDE DETECTORS AS REQUIRED 6. FIELD VERIFY RECEPTACLE LOCATIONS 7. ALL CIRCUITS, RECEPTACLES (INCLUDING GFI RECEPTACLES), AND DEVICES TO BE ARC FAULT PROTECTED IN ALL ROOMS WHERE REQUIRED PER NEC 210.12 THE ARC-FAULT CIRCUIT INTERRUPTER(S) SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION 8. ALL RECEPTACLES TO BE TAMPERPROOF WHERE REQ'D. BY NEC 406.11 9. RECESSED LIGHTING FIXTURES MUST COMPLY WITH FLORIDA ENERGY CODE 606.1.ABC. 1.2.4, PRODUCT APPROVAL (TOTALY ENCLOSED). 13. GARBAGE DISPOSAL TO BE ON SWITCH CONTROLLED OUTLET. 14. BOTH DISHWASHER AND GARBAGE DISPOSAL OUTLETS TO BE LOCATED INSIDE CABINET BELOW SINK FOR ACCESS. 15. EXHAUST FANS IN BATHROOMS TO EXHAUST DIRECTLY TO EXTERIOR OF STRUCTURE. 16. KITCHEN OUTLETS TO BE GFI AND ARCH FAULT PROTECTED. 17. FIELD VERIFY WELL PUMP AND AC EQUIPMENT LOCATIONS. 18. ALL LIGHTING FIXTURES, RECEPTACLES, AND LIGHT SWITCHES MUST COMPLY WITH ART. 410 OF NEC.. 19. PROVIDE W/P GFI OUTLET WITHIN 25' OF AC COMPRESSOR. 20. WIRE AND INSTALL OUTLET FOR GARAGE DOOR OPENER. 21. ALL SWITCHES TO BE DECORA ROCKER TYPE. 22. WIRE FOR VENTLESS MICROWAVE, OUTLET IN CABINET ABOVE RANGE MUST BE HOME RUN TO HOUSE PANEL. 23. ALL SMOKE DETECTORS MUST BE A MINIMUM OF 3' FROM ANY BATHROOM DOOR. 24. ELECTRICIAN TO SUPPLY ALL SMOKE, SMOKE/CARBON DETECTORS, AND DOOR BELL CHIMES. 25. ALL CHANGES MUST BE DONE IN WRITING BY GROZA BUILDERS, INC. HOME OWNERS DO NOT HAVE THE RIGHT TO MAKE OR DIRECT CHANGES WITHOUT CONTRACTOR APPROVAL AND RESULTING REVISED DOCUMENTS. ELECTRICAL NOTES: 8 FT . P I E R C E , F L . 3 4 9 8 7 10 2 1 0 C A R L T O N R D . GE O R G E & A N G E L A M A R T I R E LA T O R T U G A G A M 51 1 S W P O R T S A I N T L U C I E B L V D . PO R T S T . L U C I E , F L 3 4 9 5 3 P1 04 SEP 20 P2 16 OCT 20 1/4" = 1'-0" La Tortuga_MARTIRE 8/07/20 A3 ELECTRICAL 4 SHEET DESCRIPTION DATE REV SCALE: OF MODEL OWNER DESIGN BY CHECKED BY 1 2 3 4 5 6 7 8 ROOF VENT ROOF VENT ROOF VENT ROOF VENT ROOF VENT ROOF VENT ROOF VENT 6' - 9 " TOP OF WINDOWS TO FASCIA =11-3/16'' +/- W/2x4 END RAIL TOP OF WINDOWS TO FASCIA =11-3/16'' +/- W/2x4 END RAIL TOP OF WINDOWS TO FASCIA =11-3/16'' +/- W/2x4 END RAIL LAMINATED SHINGLE ROOF FINISH TYP. EACH SIDE OF ENTRY FIELD FRAMED CRICKET 1 4"/12 PITCH MIN. HARDI PLANK HORIZONTAL SIDING 7" EXPOSURE MAX. DECRORATIVE VINYL RAILINGS HARDI BOARD TRIM AT CORNERS AND OPENINGS LEFT (SIDE) ELEVATION SCALE:1 4'' = 1'-0'' REAR ELEVATION SCALE:1 4'' = 1'-0'' RIGHT (SIDE) ELEVATION SCALE:1 4'' = 1'-0'' + 38.2 - 41.7 + 39.2 - 42.6 + 39.2 - 42.6 + 38.2 - 41.7 + 40.3 - 43.7 + 38.9 - 42.3 ALUM FRAME SCREEN ENCLOSURE FRAME COLOR: WHITE 3068 SELF CLOSING ALUM FRAME SCREEN DOOR 5 'V' CRIMP MTL. ROOFING OVER UNDERLAYMENTS PERFORATED VINYL SOFFIT PANELS - TYP. ALL OVERHANGS ALUM FASCIA WRAP OVER WOOD SUB FASCIA 5 'V' CRIMP MTL. ROOFING OVER UNDERLAYMENTS PERFORATED VINYL SOFFIT PANELS - TYP. ALL OVERHANGS ALUM FASCIA WRAP OVER WOOD SUB FASCIA FRONT ELEVATION SCALE:1 4'' = 1'-0'' + 38.2 - 41.7 STUCCO LIGHT TEXTURE FINISH HARDI PLANK HORIZONTAL SIDING 7" EXPOSURE MAX. 5' - 8 " CL O F E L E C T . B O X 6' - 9 " 6' - 9 " 6' - 9 " + 38.5 - 41.9 +27 -30 PERFORATED VINYL SOFFIT PANELS - TYP. ALL OVERHANGS ALUM FASCIA WRAP OVER WOOD SUB FASCIA ALUM FRAME SCREEN ENCLOSURE FRAME COLOR: WHITE IMPACT RATED PVC SINGLE HUNG WINDOWS IMPACT RATED DOOR & FRAME ASSEMBLY IMPACT RATED PVC DIRECT SET FIXED GLASS WINDOW IMPACT RATED O.H. DOOR DECORATIVE (IN-OPERABLE) SHUTTERS IMPACT RATED DOOR & FRAME ASSEMBLY IMPACT RATED PVC SINGLE HUNG WINDOWS EGRESS EGRESS EGRESS 5 'V' CRIMP MTL. ROOFING OVER UNDERLAYMENTS DECRORATIVE VINYL RAILINGS RAISED STUCCO BAND SURFACE APPLIED DECORATIVE OUTLOOKERS RAISED STUCCO BAND SURFACE APPLIED DECORATIVE OUTLOOKERS ELECTRIC METER AND HOUSE DISCONNECT FIELD LOCATE 42 " - 4 4 " VI F + 39.2 - 42.6 + 38.2 - 41.7 FLORIDA BUILDING CODE RESIDENTIAL 2017 6TH EDITION BASIC WIND SPEED: 170 MPH RISK CATEGORY: II NOMINAL WIND SPEED (vasd): 132 MPH FLOOD ZONE: ZONE X INTERNAL PRESSURE COEFFICEINT: +/-0.18 EXPOSURE CATEGORY: C STRUCTURAL FORCES: FLOOR LIVE LOAD: 40 PSF ROOF LIVE LOAD: 30 PSF FLOOR DEAD LOAD: 30 PSF ROOF DEAD LOAD 25 PSF ROOF SLOPE: 5/12 COMPONENTS AND CLADDING DESIGN PRESSURES ZONE 1: +23.3/-37.0 ZONE 2: +23.3/-64.4 ZONE 3: +23.3/-95.2 ZONE 4: +40.3/-43.7 ZONE 5: +40.3/-54.0 WINDOWS AND DOOR WIND PRESSURE DESIGN LOADING WINDOWS: +39.2/-51.7 DOORS: +38.9/-42.3 GARAGE DOOR: +27/-30 MEAN ROOF HEIGHT: 12 FEET 8 FT . P I E R C E , F L . 3 4 9 8 7 10 2 1 0 C A R L T O N R D . GE O R G E & A N G E L A M A R T I R E LA T O R T U G A G A M 51 1 S W P O R T S A I N T L U C I E B L V D . PO R T S T . L U C I E , F L 3 4 9 5 3 P1 04 SEP 20 P2 16 OCT 20 1/4" = 1'-0" La Tortuga_MARTIRE 8/07/20 A4 ELEVATION 5 SHEET DESCRIPTION DATE REV SCALE: OF MODEL OWNER DESIGN BY CHECKED BY 1 2 3 4 5 6 7 8 Hatch Legend 8'-1" A.F.F 10'-9" A.F.F B8 B7 B6 HJ 7 H J 7 EJ 7 EJ 7 EJ 7 CJ 1 CJ 3 CJ 5 CJ1 CJ3 CJ5 EJ 7 EJ 7 EJ 7 CJ 1 CJ 3 CJ 5 CJ1 CJ3 CJ5 EJ 7 B5 B4 B4 B4 B3 B2 B1 A11 A10 A9 A8 A7 A6 A5 A4 A3 A2 A1 D1 D2 L5 H J 3 1HJ 3 1 EJ 3 CJ 1 CJ1 EJ 3 CJ 1 CJ1 L4 L4 L4 L4 L4 L3 L2 L2 L1 EJ 5 2 D8 D7 D7 HJ5 EJ 5 EJ 5 EJ 5 CJ 1 CJ 3 CJ1 CJ3 EJ 5 1 EJ 5 EJ 5 D7 D7 D4 D4 D4 D3 K1 H J 5 3 CJ 1 CJ 3 CJ 5 CJ1 CJ3 CJ5 EJ 5 3 EJ 5 3 EJ 5 3 EJ 5 3 EJ 5 3 EJ 5 3 EJ 4 EJ 4 EJ 4 EJ 4 EJ 4 EJ 4 EJ 4 4 EJ 4 2 EJ 4 3 C9 C8 C7 C6 C5 C4 C3 C2 H J 3 CJ 1 CJ 3 CJ1 CJ3 HJ 2 1 CJ1 CJ 1 M1 K2 EJ61 EJ62 EJ63 HJ 4 2 CJ 1 CJ1 CJ 3 M2 L4 CJ 5 EJ 4 EJ 4 EJ 4 C10 CJ5 EJ 2 EJ63 M3 V2V3 V3 V2 V3 V2 HTU26 HTU26 HTU26 HT U 2 6 HTU26 HTU26 HTU26 HH U S 2 6 - 2 Un d e s i g n e d 1'-0" HEEL HEIGHT 5 TRUSS END DETAIL PLUMB CUT OVERHANG 12 4-1/2"8'-1" CLNG 8'-1" CLNG 8'-1" CLNG 8'-1" CLNG 2.5/12 VAULT >>><<< 2.5/12 VAULT <<< 2.5/12 VAULT 2.5/12 VAULT >>> 8'-1" TO 9'-1"COFFER (+12" CLNG) 2 STAGE WALL8'-1" & 10'-9"2 STAGE WALL8'-1" & 10'-9" AHU ONPLATFORM 23 ' 4 " 7' 4 " 43 ' 4 " 74 ' 0 " 5' 4 " 31 ' 4 " 1' 4 " 16' 6" 51' 10" 2' 8"7' 4"25' 4"16' 6" 51' 10" 1' 4 " 4' 0" 4' 8 " 8' 0 " 12' 2"4' 4" 4' 4 " 4' 4 " 11 ' 7 1 / 2 " 4' 0 " 7' 0 " 3' 0 " 5' 3" 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 1 1/2" 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 1' 10 1/2" 2' 0 " 12' 3 1/2" 7' 6" 6' 8" 24 ' 4 " 1' 9 1 / 2 " 14' 8 1/2" 3' 4 " 75 ' 0 " 28' 8" 5' 8 " 5' 8 " 6' 0 " 15 ' 0 " 20 ' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 8" 2' 0 " 1' 10 1/2" 2' 0 " 1' 9 " 1' 7" 1' 0" 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 2' 0 " 4' 1 0 1 / 2 " 2' 6 1/2" 1' 0" 8'-1" CLNG ROOF SHEETING ATTACHMENT DETAIL 1. MINIMUM NAIL SIZE = 8d RING SHANK (MIN. 2'' LONG) 2. MINIMUM SCREW SIZE = #8 X 2'' 3. MINIMUM SHEATHING THICKNESS 5/8'' CDX PLYWOOD 4. USE NAILS OR SCREWS BASED ON PRESSURE FOR ROOF STATED IN PERMIT INFO BOX ON THESE PLANS FOR ZONE 3 1-HETA20 1- H E T A 2 0 1- H E T A 2 0 1-HETA201-HETA20 1-HETA20 1- H E T A 2 0 1- H T S 2 0 1- H T S 2 0 1- H E T A 2 0 UL=1073 (LC12) UL=1330 (LC12) UL=1323 (LC12) UL=1062 (LC12) UL=987 (LC 12) UL=524 (LC 12) UL=345 (LC 8) U L = 1 7 8 ( L C 1 2 ) 1- H E T A 2 0 1- H T S 2 0 KEY: UL : UPLIFT 000 : REACTION PER TRUSS MANUFACTURER ENGINEERED SHOP DRAWINGS ATTACHED UL=983 (LC 12) UL=980 (LC12) UL=980 (LC 12) UL=980 (LC 12)UL=980 (LC 12) UL=980 (LC 12)UL=980 (LC 12) UL=980 (LC 12)UL=980 (LC 12) UL=396 (LC 10)UL=574 (LC 12) UL=1319 (LC12)UL=371 (LC 10)UL=575 (LC 12) UL=368 (LC 10)UL=579 (LC 12) UL=281 (LC 12)UL=616 (LC 12) UL=326 (LC 12)UL=560 (LC 12) UL=537 (LC 12)UL=317 (LC 12)UL=1105 (LC 12) UL=558 (LC 12)UL=349 (LC 12)UL=1053 (LC 12) UL=1572 (LC 08)UL=630 (LC 25) UL=635 (LC 25)UL=516 (LC 12) UL=635 (LC 25)UL=516 (LC 12) UL=635 (LC 25)UL=516 (LC 12) UL=632 (LC 25)UL=632 (LC 12) UL=632 (LC 25)UL=632 (LC 12) UL=632 (LC 25)UL=632 (LC 12) UL=1220 (LC 08)UL=1220 (LC 08) UL=197 (LC 12) UL = 1 9 7 ( L C 1 2 ) U L = 1 6 0 ( L C 1 2 ) UL= 1 7 8 (L C 1 2 ) UL=197 (LC 12) UL = 1 6 0 (L C 1 2 ) UL = 1 9 7 ( L C 1 2 ) UL = 2 2 3 ( L C 1 2 ) UL = 2 2 3 ( L C 1 2 ) UL = 2 2 3 ( L C 1 2 ) UL = 2 2 3 ( L C 1 2 ) UL = 2 2 3 ( L C 1 2 ) UL = 2 2 3 ( L C 1 2 ) UL = 2 2 3 ( L C 1 2 ) UL = 1 7 8 (L C 1 2 ) UL=197 (LC 12) UL = 1 6 0 (L C 1 2 ) UL = 1 9 7 ( L C 1 2 ) UL = 2 1 0 ( L C 1 2 ) UL = 2 1 0 ( L C 1 2 ) UL = 2 1 0 ( L C 1 2 ) UL = 2 1 0 ( L C 1 2 ) UL = 2 1 0 ( L C 1 2 ) UL=551 (LC 12) UL=448 (LC 12) UL=560 (LC 12) UL=478 (LC 12) UL=435 (LC 12) UL=49 (LC 12)UL=556 (LC 12) UL=471 (LC 12) UL=349 (LC 12) UL=471 (LC 12) UL=349 (LC 12) UL=471 (LC 12) UL=349 (LC 12) UL=475 (LC 12) UL=353 (LC 12) UL=475 (LC 12) UL=353 (LC 12) UL=475 (LC 12) UL=353 (LC 12) UL=475 (LC 12) UL=353 (LC 12) U L = 1 7 8 ( L C 1 2 ) U L = 1 6 0 ( L C 1 2 ) UL=532 (LC 8) U L = 1 6 0 ( L C 1 2 ) UL = 1 6 0 (L C 1 2 ) U L = 1 6 0 ( L C 1 2 ) UL=178 (LC 12) UL=1598 (LC 08) UL = 1 7 8 (L C 1 2 ) UL = 1 6 0 (L C 1 2 ) UL=1520 (LC 8)UL=1431 (LC 8) UL=612 (LC 12)UL=729 (LC 12) UL=367 (LC 12)UL=487 (LC 12) UL=344 (LC 12)UL=511 (LC 12) UL=495 (LC 12) UL=335 (LC 12) UL=334 (LC 8) UL=498 (LC 12) UL=332 (LC 12)UL=490 (LC 12) UL=344 (LC 12)UL=503 (LC 12) UL=1142 (LC 8)UL=1942 (LC 8) UL=421 (LC 12) UL=406 (LC 12) UL=274 (LC 8) UL=274 (LC 8) UL=178 (LC 12)UL= 2 3 7 ( L C 8 ) (X 2 ) UL= 2 4 7 ( L C 8 ) U L = 3 5 7 ( L C 8 ) UL=349 (LC 12) U L = 3 9 2 ( L C 8 ) UL= 3 9 2 ( L C 8 ) UL=273 (LC 8) UL = 2 1 0 ( L C 1 2 ) 1-HETA20 CONNECTOR KEY TYPICAL TRUSS TO MASONRY WALL 1810 UPLIFT FORCECONNECTOR (1) SIMPSON HETA20 (STRAP) LATERAL LOAD PARALLEL TO BEAM F1 LATERAL LOAD PARALLEL TO BEAM F2 NAILS, QUANTITY, & SIZE PER CONNECTOR SPEC'S. - 10d NAILS TO BE 1-1/2" LONG FOR SINGLE MEMBER TRUSS (14) 10d x 1-1/2" NAILS EA. CONNECTOR ADD 2x4 SCAB 12" LONG TO 1PLY TRUSS 8-16d NAILS TRUSS TO PLATE / STUD WOOD FRAME BEARING WALL (1) SIMPSON HTS20 (STRAP) (20) 10d x 1-1/2" NAILS EA. CONNECTOR (2) SIMPSON HETA20 (STRAP) (22) 10d NAILS EA. STRAP 1-HETA20 2-HETA20 1-HTS20 2-HTS20 1-MGT CONNECTOR TAG PLACEMENT TRUSS TO PLATE / STUD WOOD FRAME BEARING WALL / POST TRUSS(ES) TO MASONRY WALL 2500 1450 340 1060 -------- -------- 725 1310 -------- -------- 3965(1) SIMPSON MGT (2) SIMPSON HTS20 (STRAP) (20) 10d x 1-1/2" NAILS EA. CONNECTOR (10) 10d x 1-1/2" NAILS EA. CONNECTOR SPECIALTY TRUSS TO MASONRY WALL 2900 1-HETA20 2-HETA20 1- H E T A 2 0 U L = 1 6 0 ( L C 1 2 ) UL=221 (LC 8) UL= 56 (LC 8) UL= 71 (LC 12) UL= 200 (LC 12) UL= 218 (LC 8) UL=469 (LC 12) UL=266 (LC 12) UL=217 (LC 12) UL=158 (LC 12) UL=117 (LC 12) UL=429 (LC 12) UL = 4 0 2 ( L C 0 8 ) ROOF SHEATHING 19 32" APA RATED 40/20 ORIENTED STRAND BOARD ROOF SHEATHING SECURED TO TRUSSES USING FASTENERS AND SPACING PER ROOF SHEATHING ATTACHMENT DETAIL THIS PAGE 8 FT . P I E R C E , F L . 3 4 9 8 7 10 2 1 0 C A R L T O N R D . GE O R G E & A N G E L A M A R T I R E LA T O R T U G A G A M 51 1 S W P O R T S A I N T L U C I E B L V D . PO R T S T . L U C I E , F L 3 4 9 5 3 P1 04 SEP 20 P2 16 OCT 20 1/4" = 1'-0" La Tortuga_MARTIRE P 10/29/20 A5 ROOF PLAN 6 SHEET DESCRIPTION DATE REV SCALE: OF MODEL OWNER DESIGN BY CHECKED BY 1 2 3 4 5 6 7 8 FOOTING AT CORNER        DATE CHRISTOPHER D. BEERS, P.E. FLORIDA LICENSE NO. 64594 941-628-0635 fax 413-487-9013 chrisbeers@byu.net   BEAM CORNER DETAIL MASONRY TO FRAME BEARING WALL CONNECTION 1/2'' X 8'' WEDGE ANCHORS @ 32'' O.C. HURRICANE TIE AT EACH TRUSS PROVIDE SIMPSON HTS20 GENERAL NOTES: TRUSS CONNECTOR NOTES: 1. PROVIDE SIMPSON (1)HETA 20 HURRICANE STRAP AT EACH TRUSS TO TIE-BEAM CONNECTION, UNLESS NOTED OTHERWISE. TYPICAL WALL SECTION WINDOW 8"x8"x16" CONC. BLOCK WOOD BASE va r i e s s e e p l a n BLOCK FILLED INJECTED KNEEWALL DETAIL FOAM INSULATION R-4 W/ (2) WASHERS & NUTS NOTE: LANAI AND ENTRY PORCH CEILINGS ARE STUCCO FINISH TO WALL WITH "F" CHANNEL USING "T-NAILS" AT 16" O.C. (MIN. (I.E., 4d ROOFING COIL NAILS) AND BATTEN WITH O.12" DIAMETER, 1-1/2" LONG, SMOOTH SHANK NAILS 5/8" LENGTH) AND TO FASCIA BOARD AT 12" O.C. FLOOR LINE GRADE SHALL BE ~4" BELOW FINISH CEMENTIOUS DECORATIVE COATING 16"W X 16"H CONC. FOOTING (OR AS NOTED ON FND. PLAN) W/(2) #5 BARS CONT. CONC. STD. 90° HOOK TOP & BOTTOM MIN. 25" LAP. PROVIDE INSPECTION 1x2 P.T. WD. FURRING 1/2" DRYWALL OVER PROCTOR MAXIMUM DRY DENSITY OF 95% OF THE MODIFIED COMPACTED TO A MINIMUM FILL MUST BE CLEAN AND HOLES. OVERHANG DOES NOT REQUIRE BATONS IF 12" OR LESS BE AS DESIGNATED ON PLANS ALL STRAPS TO TRUSSES SHALL HURRICANE STRAP @ EA. TRUSS; ATTACH WITH ROOF NAILS AT 12" O.C.; STAGGER WITH ALUMINUM DRIP EDGE 2x4 END RAIL; ATTACH (2) 12d, FACE NAILED 2x4 TO TRUSSES WITH ATTACH FASCIA WITH ROOF ALUMINUM FASCIA OVER NAILS AT 12" O.C.; STAGGER VINYL SOFFIT- ATTACH PREFINISHED PERFORATED 26 GAUGE (MIN.) DRIP EDGE NAILS 26 GAUGE (MIN.) FASCIA NAILS COMPOSITE SHINGLES ON #30 FELT OVER 1/2'' CDX (MIN) - SHEATHING W/8d THROUGHOUT RINGSHANK NAILS AT 6" O.C. 5/8" DRYWALL OR INSULATION R-30 OR PER ENERGY CALC'S 1/2" CD. BOARD CLG. UNLESS NOTED. FILLED W/ 3000 PSI FOR LOCATIONS. 1- #5 RE-BAR TYP. VERTICAL REINFORCING - SEE PLAN WITH GALV. BEARING PLATES PRE-ENGINEERED WOOD TRUSSES INTERMEDIATE BATTENS ARE IF OVERHANG EXCEEDS 24" REQUIRED 12" O.C. SINGLE 8" U-BLOCK WITH (1) #5 RE-BAR TOP CONTINUOUS IN EACH U-BLOCK WELL COMPACTED EARTH JOINTS, OVER TERMITE TREATED, BARRIER W/ TAPED & LAPPED ON A 6 MIL VISQUEEN VAPOR FIBERMESH OR 6X6X10/10 WWM 4" CONC. SLAB, 3000 PSI, W/ 16" 16 " (1) COURSE 9'' BLK 12" OVERHANG BAFFLE/VENT EXT. SWING DOOR ATTACHMENT DETAIL 1X2 P.T. FURRING 1X8 P.T. DOOR BUCK ATTACHED W/ 1-1/2'' "T" NAILS @ 4'' FROM EACH END AND 18'' O.C. (SINGLE LEAF) & 12'' O.C. (DBL LEAF) BRICK MOLDINGS TYP. STUCCO 1/2'' DRYWALL FILLED BLOCK 1#5 FOIL HINGED SWING DOOR DOOR JAMB ATTACHED W/ 1/4'' X 3-1/2'' TAPCONS @ 6'' EACH END & 18'' O.C. (SINGLE LEAF) & 12'' O.C. (DBL LEAF)CASING 1X2 P.T. FURRING 1X2 P.T. FURRING 1X6 P.T. DOOR BUCK ATTACHED W/ 1-1/2'' "T" NAILS @ 18'' O.C. VERT DOOR FRAME ATTACH TO CONC. BLOCK THROUGH WOOD DOOR BUCK W/ 3/16'' X 2-3/4'' TAPCONS. FILL ALL HOLES. 1-1/4'' MIN EMBEDMENT TYP. STUCCO S.G.D. ATTACHMENT DETAIL 1/2'' DRYWALL 1X2 P.T. FURRING 1X2 P.T. FURRING 1X4 P.T. WINDOW BUCK ATTACHED W/ 1-1/2'' "T" NAILS @ 18'' O.C. VERT WINDOW FRAME ATTACH TO CONC. BLOCK THROUGH WOOD WINDOW BUCK W/ 3/16'' X 2-3/4'' TAPCONS. FILL ALL HOLES. 1-1/4'' MIN EMBEDMENT TYP. STUCCO WINDOW ATTACHMENT DETAIL 1/2'' DRYWALL CONCRETE FOOTER 2X BLOCKING AS REQUIRED BY FLORIDA BUILDING CODE RESIDENTIAL STUD ALONG BLOCK WALL TO BE P.T. TAPCON SCREWS #10 X 3'' @ 16'' O.C. OR 1/2'' DIM. X 5-1/2'' LG. REDHEADS W/ 2'' DIM. X 1/8'' WASHER STRAP DBL TOP PLATE TO EA. STUD USING SIMPSON SP STRAPS. ADJUST THE STRAP SIZE TO MATCH STUD WIDTH. 2X STUDS SEE WALL SECTIONS FOR APPLICABLE WIDTHS AND STUD SPACING CONTRACTOR TO FILL LAST CELL SOLID WITH CONCRETE AND (1) #5 BAR VERT. FOR FRAME WALL ATTACHMENT BEAM - SEE TYPICAL SECTION AT BLOCK WALL NO M I N A L 8"X 16" C.M.U. DETAIL CONCRETE FILLED CELL 8"x16" CMU NOMINAL VERTICAL #5 REBAR (TYP.) 16" 8" ACCOMMODATE BRACKETS. ATTACH USE 2x8 PRESSURE TREATED WOOD BUCK GARAGE DOOR SPRING BUCK INSTALLATION 2X6 BLOCKING FOR LENGTH OF 4" INTO CMU; MIN. THRU 2X BLOCK 1/4" TAPCON WITH 3" WASHERS STARTING AT 8" FROM EACH END INSTALLATION DETAIL TYPICAL GARAGE DOOR BUCK AND VERTICAL TRACK USE 2x6 PRESSURE TREATED WOOD BUCKS ATTACHED GARAGE DOOR BUCK INSTALLATION GARAGE OVERHEAD DOOR CONNECTION ONE 1/2" x 1-5/8" LAG SCREW PER TRACK BRACKET 2x6 P.T. S.Y.P. BUCK AS PER MANUFACTURER 12 GA. GALV. STEEL VERTICAL TRACKWEDGE ANCHOR N.T.S. JAMB TWO (MIN.) MOUNTING SPRING BRACKET FOR BRACKETS BRACKET FOR MOUNTING GLIDE ROD 2x6 PT with 1/2” x 7” wedge anchors with square washers AND SPACED NO MORE THAN 32" o.c. WITH A MINIMUM OF FOUR 1/2" ø WEDGE ANCHORS OF SUFFICIENT HEIGHT TO CONCRETE NAILS AT 4" O.C. WOOD BEAM TO CBS WALL ATTACHMENT CBS WALL (4) SIMPSON STRAP LSTA15 FASTENED W/ (12) 10d NAILS EACH DBL 2'' X 12'' WOOD BEAM 4''X4'' WOOD POST CENTERED ON CBS WALL POST CONNECTED TO CBS WALL W/ SIMPSON ABU44 FASTENED W/ 1/2'' X 6'' TITEN HD AND (12) 6d NAILS INTO POST SIMPSON SP4 OR SP1 OR USP TP4X FROM STUD TO BOT. PLATE 1/2"x8' WEDGE ANCHOR AT 32" O.C. 8" CMU WALL LINTEL 2x4 P.T. CLIP EACH TRUSS (SEE FLOOR PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE STUD ANCHORING: STUD TO TOP PLATE, SIMPSON SP4 OR SP2 2x4 SYP @ 16" O.C. TO 48" HIGH 2x6 SYP @16" O.C. 48" TO 72" IN HEIGHT COMMONS @ 6" ON EDGES & 12" IN FIELD 7/16" OSB W/8d ENTRY CMU COLUMN/HEADER FOR BEAM SPEC. SIMPSON HETA18 EACH END OF EACH BEAM SEE FLOOR PLAN CONTINUOUS BOTTOM CHORD BRACING CROSS BRACING DETAIL (TYP.) 2x4 MINIMUM PER JOINT (3) 12d NAILS (SEE PLAN FOR CROSS BRACING MINIMUM 2x4 LOCATIONS) 10d AT 4" O.C. BOTH SIDES HEADER AT RAISED ENTRY/CMU WALL TYPICAL BLOCK USE (2) SIMPSON MSTAM24 WITH (9) 10d AND (5) 1/4"x2-1/4" TITENS ALTERNATE HOLDOWN: WALL TIE BEAM W/(10) 16d EACH TO POST (2) SIMPSON HETA18's BUILT-UP 2x4's OR 4x4 POST BEAM - SEE FLOOR PLAN FOR SPECS OF 2x4 TO BEAM SUPPORT COLUMN (4) 10d EACH SIDE R703.4 Flashing. Approved corrosion-resistant flashing shall be applied shingle-fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self-adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approved standard as appropriate for the type of sealant. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion-resistant flashings must be installed. Sher-Crete flexible concrete waterproofer or equal. 5109 Grand Palmetto Way North Port, Florida 34291-8049 5/8" stucco (horizontal application) and 7/8" thick stucco (vertical application) on 3/8” hi-rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4” penetration into horizontal wood framing and 3/4” penetration into vertical wood framing members 8 FT . P I E R C E , F L . 3 4 9 8 7 10 2 1 0 C A R L T O N R D . GE O R G E & A N G E L A M A R T I R E LA T O R T U G A G A M 51 1 S W P O R T S A I N T L U C I E B L V D . PO R T S T . L U C I E , F L 3 4 9 5 3 P1 04 SEP 20 P2 16 OCT 20 Custom La Tortuga_MARTIRE P 10/29/20 S1 STRUCTURAL 9 SHEET DESCRIPTION DATE REV SCALE: OF MODEL OWNER DESIGN BY CHECKED BY 1 2 3 4 5 6 7 8        941-628-0635 fax 413-487-9013 chrisbeers@byu.net   DUAL BEARING WALL DETAIL SEE FOUNDATION COMPACTED FILLPLAN FOR FOOTING SPECIFICATIONS FRAME BRG. WALL W/ OPENING (2)2x12 HEADER OR AS NOTED ON THE PLANS TYPICAL CONNECTOR DETAIL CONCRETE FOUNDATION AS NOTED ON PLANS (1) SIMPSON "SPH4" PER STUD. NOTE: (2) JACK STUDS & (1) KING STUD (MIN) 1/2" Ø WEDGE ANCHORS, 8" DEPTH WITHIN 6" OF STUDS; & 32'' O.C. FOR REMAINING WALL W/3" HOOK AND 3" Ø WASHERS. NOTE: ALTERNATIVE HOLDDOWN IS SIMPSON "HTT4" ATTACHED TO STUDS. (2) SIMPSON "LSTA21" STRAPS PER SIDE PER HEADER CONNECT TRUSSES TO LOAD BEAR WALL AS NOTED ON THE PLANS. 1/2'' X 8'' WEDGE ANCHORS @ 32'' O.C. W/ (2) WASHERS & NUTS NOTE: NON BEARING WALL DETAIL IS IN ACCORDANCE WITH 602.2 OF THE FLORIDA BUILDING CODE 6TH EDITION CONCRETE FOOTER 2X BLOCKING AS REQUIRED BY FLORIDA BUILDING CODE RESIDENTIAL 2X4 STUDS SEE WALL SECTIONS FOR APPLICABLE WIDTHS AND STUD SPACING @ 24" O.C. NON- BEARING WALL CONNECTION PRE-MANUFACTURED TRUSSES 1 2" PLYWD. SHEATHING 8d NAILS @ 6" O.C. NOTE: PROVIDE (2) LAYERS"GRADE D" (OR EQUIV.) MOISTURE BARRIER, WIRE LATH ATTACHED 7" O.C. & 7 8" STUCCO PER ASTM C926 IF EXPOSED NOTE: BEARING WALLS THAT GO INTO BLOCK WALLS ATTACH WITH WEDGE ANCHORS 32'' O.C. VERTICALLY UP WALL 2X12 HEADER NOTE: (2)2X12 TO SANDWICH (1) 1/2" PLYWOOD W/ (2) ROWS OF 3" NAILS @ 6" O.C. BEAM PER PLAN FOOTER PER PLAN 9' - 0 " 6'-8" 1'-4"4'-0"1'-4" ENTRY DETAIL CHRISTOPHER D. BEERS, P.E. FLORIDA LICENSE NO. 64594 5109 Grand Palmetto Way North Port, Florida 34291-8049 8 FT . P I E R C E , F L . 3 4 9 8 7 10 2 1 0 C A R L T O N R D . GE O R G E & A N G E L A M A R T I R E LA T O R T U G A G A M 51 1 S W P O R T S A I N T L U C I E B L V D . PO R T S T . L U C I E , F L 3 4 9 5 3 P1 04 SEP 20 P2 16 OCT 20 1/4" = 1'-0" La Tortuga_MARTIRE P 10/29/20 S2 STRUCTURAL 10 SHEET DESCRIPTION DATE REV SCALE: OF MODEL OWNER DESIGN BY CHECKED BY 1 2 3 4 5 6 7 8 Job #: 1329 Performed by Vicki Lynne Nisa for: Martire Residence 10210 Carlton Rd Ft Pierce, FL 34987 Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 vickilynne@aircalcs.com Scale: 1 : 108 Page 1 Right-Suite® Universal 2019 19.0.20 RSU27054 2020-Sep-22 09:07:53 ...ft HVAC\10210 Carlton Rd GBI.rup N Level 1 Garage/Workshop Laundry Pantry Foyer Master Bedroom M Bath WIC GR/Kit/DR Bath 2 Bed 3 WIC 3 WIC 4 Hall Bed 2 Bed 4 10 x 10 126 cfm 10 x 10 126 cfm 10 x 10 126 cfm 10 x 10 126 cfm 8 x 8 95 cfm 8 x 4 46 cfm 8 x 4 25 cfm 8 x 8 95 cfm 12 x 8 123 cfm 10 x 6 85 cfm 8 x 4 28 cfm 10 x 6 55 cfm 6 x 6 53 cfm 8 x 4 17 cfm 10 x 6 85 cfm 10 x 6 100 cfm 10 x 6 102 cfm 12 x 12 148 cfm 12 x 12 119 cfm 12 x 12 274 cfm 30 x 18 637 cfm 12 x 12 100 cfm 5 " 6 " 4 " 6 " 6 " 10 " 18 " 14 " 7 " 8 " 7 " 10 " 7 " 16 " 7 " 7 " 4 " 5 " 4 " 12 " 6 " 7 " 6 " 4 " 4 " 7 "