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8
GENESIS GH
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.\GROZA BUILDERS\GROZALOGO.jpg
511 SW PORT SAINT LUCIE BLVD.
PORT ST. LUCIE, FL 34953
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SCALE:14'' = 1'-0''
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ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVITBUILDING PERMITOWNERS NAMECONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVDPORT ST LUCIE FL 34953OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDO
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FL= OR MIAMI-DADE MODEL NUMBER MANUFACTURER METHOD OF ATTACHMENT
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NOTE:ALL MANUFACTURED HOLES MUST BE FILLED WITH APPROPRIATE FASTENERSI HAVE REVIEWED THE ABOVE COMPONANTS AND CLADDING AND HAVE APPROVED THEIRUSE IN TEH STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCESSPECIFIED BY CURRENT CODE PROVISIONS.NAMESIGNATURE DATE:DESIGN FIRMCERT. NO MULLIONSMETAL ROOFSIDINGSOFFITHURRICANE PANELSLESS THAN 5'-7'' SPANHURRICANE PANELS5'-7'' SPAN OR MORE HARDI FL-9520.1CMU COMPLYING WITH ASTM C90 W/0 .14'' SHANK BY 0.300 #HD B
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TERMITE NOTES:1. A PERMANENT SIGN WHICH IDENTIFIES
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FROM BUILDING SIDE WALLS,3. INITIAL TREATMENT SHALL BE DONE A
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RAINFALL DILUTION.5. SOIL TREATMENT MUST BE APPLIED UN
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Max Uplift 11=-402(LC 12), 6=-395(LC 13
Max Uplift 10=-406(LC 12), 6=-393(LC 13
Max Uplift 9=-410(LC 12), 5=-388(LC 13
Max Uplift 7=-387(LC 13), 12=-411(LC 12
Max Uplift 10=-350(LC 9), 5=-431(LC 13
Max Uplift 6=-449(LC 13), 11=-357(LC 12
Max Uplift 10=-373(LC 12), 5=-460(LC 13
Max Uplift 10=-373(LC 12), 5=-460(LC 13
Max Uplift 10=-373(LC 12), 5=-460(LC 13
Max Uplift 10=-373(LC 12), 5=-460(LC 13
Max Uplift 3=-401(LC 12), 7=-398(LC 13
Max Uplift 2=-444(LC 12), 6=-444(LC 13
Max Uplift 2=-444(LC 12), 6=-444(LC 13
Max Uplift 2=-426(LC 12), 7=-426(LC 13
Max Uplift 2=-424(LC 8), 7=-424(LC 9
Max Uplift 2=-1041(LC 4), 6=-1041(LC 5
Max Uplift 2=-437(LC 12), 7=-341(LC 13
Max Uplift 2=-437(LC 12), 8=-341(LC 13
Max Uplift 2=-437(LC 12), 8=-341(LC 13
Max Uplift 2=-421(LC 12), 8=-310(LC 13
Max Uplift 2=-406(LC 12), 9=-351(LC 9
Max Uplift 8=-434(LC 9), 2=-407(LC 8
Max Uplift 7=-1021(LC 5), 2=-940(LC 4
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PORT ST. LUCIE, FL 34953
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TRUSS CONNECTOR NOTES:1. PROVIDE SIMPSON (1)HETA 20 HURRICANE STRAPAT EACH TRUSS TO TIE-BEAM CONNECTION,UNLESS NOTED OTHERWISE.TYPICAL WALL SECTION WINDOW8"x8"x16" CONC. BLOCKWOOD BASE varies see planBLOCK FILLED INJECTED
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NOTE: LANAI AND ENTRY PORCHCEILINGS ARE STUCCO FINISHR703.4 Flashing.Approved corrosion-resistant flashing shall be applied shingle-fashion in a manner to prevent entry of waterinto the wall cavity or penetration of water to the building structural framing components. Self-adheredmembranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed atthe juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 GradeNS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approvedstandard as appropriate for the type of sealant. The flashing shall extend to the surface of the exterior wallfinish. Approved corrosion-resistant flashings must be installed. Sher-Crete flexible concrete waterproofer orequal.TO WALL WITH "F" CHANNELUSING "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 BOARDAT 12" O.C.FLOOR LINE GRADE SHALL BE ~4" BELOW FINISH CEMENTIOUS DECORATIVECOATING16"W X 16"H CONC. FOOTING (OR AS NOTED ON FND. PLAN)W/(2) #5 BARS CONT.&21&67' +22.723 %27720MIN. 25" LAP. PROVIDE INSPECTION1x2 P.T. WD. FURRING 1/2" DRYWALL OVERPROCTOR 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 LESSBE AS DESIGNATED ON PLANS ALL STRAPS TO TRUSSES SHALL HURRICANE STRAP @ EA. TRUSS;ATTACH WITH ROOF NAILSAT 12" O.C.; STAGGER WITH ALUMINUM DRIP EDGE2x4 END RAIL; ATTACH(2) 12d, FACE NAILED 2x4 TO TRUSSES WITHATTACH FASCIA WITH ROOF ALUMINUM FASCIA OVERNAILS AT 12" O.C.; STAGGERVINYL SOFFIT- ATTACH PREFINISHED PERFORATED 26 GAUGE (MIN.)DRIP EDGE NAILS 26 GAUGE (MIN.)FASCIA NAILS COMPOSITE SHINGLES ON #30 FELT OVER 5/8'' CDX (MIN) - SHEATHING W/8d THROUGHOUT RINGSHANK NAILS AT 6" O.C. 5/8" DRYWALL OR INSULATION R-30OR PER ENERGY CALC'S1/2" 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 CONTINUOUSIN EACH U-BLOCKWELL COMPACTED EARTH JOINTS, OVER TERMITE TREATED,
BARRIER W/ TAPED & LAPPED ON A 6 MIL VISQUEEN VAPOR FIBERMESH OR 6X6X10/10 WWM 4" CONC. SLAB, 2500 PSI, W/16"16"(1) COURSE 9'' BLK 12" OVERHANGBAFFLE/VENTEXT. SWI
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Job #: 694
Performed by Vicki Lynne Nisa for:
Hutchings Residnece
4800 Seagrape Dr
Fort Pierce, FL 34982
Air Calcs, LLC
7550 Hidden Hammock Ln
Vero Beach, FL 32966
Phone: 772.800.8413
vickilynne@aircalcs.com
Scale: 1 : 93
Page 1
Right-Suite® Universal 2019
19.0.17 RSU27054
2020-Mar-17 07:04:17
... Dr -Hutchings Residence GBI.rup
N Level 1
Garage
Laundry
M Bath
WIC
Master Suite
M Hall
Great Room
Foyer
Kitchen/DR
Linen
Bed 2
Bath 2
Hallway
Bed 3
30 x 18
729 cfm
10 x 6
110 cfm
10 x 6
97 cfm
8 x 8
80 cfm
8 x 8
80 cfm14 x 14
270 cfm
6 x 6
40 cfm
12 x 12
170 cfm
12 x 8
191 cfm
12 x 12
191 cfm
10 x 10
112 cfm
10 x 10
112 cfm
10 x 10
131 cfm
10 x 10
131 cfm
8 x 4
37 cfm
10 x 10
112 cfm
6 x 6
54 cfm
12 x 8
170 cfm
16 "
14 "
10 "
12 "
9 "
9 "
6 "6 "
4 "
7 "
6 "
12 "
7 "16 "
7 "
7 "
9 "
7 "
14 "
4 "
7 "
4 "
9 "
8 "