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HomeMy WebLinkAboutBREEZEWAY PLANSArchitectural Specification General Scope of Work: 1. MATERIALS AND METHODS OF CON I T EQUIREMENT5 OF ST. LUGIE COUNTY FLORIDA, AND THE FLORIDA BUILDING GOD 2011, 6TH EDITION. (FAG 61 G20-1.001 (1) 2. ADDITIONAL 56OPE OF WORK INGL a) CONVENTIONAL FRAME THE BREEZEWAY TO GONNEGT THE RE51DENCE TO THE GARAGE AS 5HOWN. b) WOOD 1. LUMBER: FURRING & BLOGKING: DOUGLA5 FIR-LARGH, HEM -FIR, SOUTHERN PINE, NO.2 OR BETTER, MAX. M015TURE CONTENT. USE PRE55URE TREATED WHERE NOTED AND OR REQUIRED AND IDENTIFIED PER FBG 2303.1.6.1. 2. FRAMING ANGHOR5: 51MP50N GALVANIZED, W/ALL NAILS, 5GREW5 AS SGHEDULED, 3. ANGHOR ADHE51VE: 51MP50N AT AGRYLIG-TIE, 2 GOMPON ENT, GAT. PA. 69 MOISTURE AND THERMAL PROTEGTION 1. INSULATION ATTIC: R-30 SPRAY INSULATION INSULATION: INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR THE GIVEN CONDITION. 2. CAULKING / SEALANT: GE SILICONE II X5T, (PAINTABLE ) j W.ry P f.# A✓ "'*'. z" S.-"i `° ."".. fu3 §'`3`x Ls -. � 4d. r�'r�� ki tv.4 ram' � :.h x,+..k t% t'.G � S 9Y yx . REAR ELEVATION WITH BREEZEWAY (6x6 P.T. POST NOT SHOWN) COMMENTS & RESPONSE REFERENCE TO PERMIT# 1903-0536 COMMENT 1. PLEASE UPDATE ALL REFERENCES TO THE-20+4- BUILDING CODE. (FAG 61620-1) RESPONSE 1. REV15E DRAWING TO REFLECT COMMENT AS REaUE5TED. COMMENT 2. UPDATE REFERENCES OF PORT 5T LUCIE TO 5T LUCIE COUNTY. RESPONSE 2. UPDATE REFERENCE AS REQUESTED BY PLAN REVIEWER COMMENT 3. PROVIDE CORRECT WORK DESCRIPTION UNDER THE OCCUPANCY HEADING (A) 101.2.1 RESPONSE 3. CORRECT AND REVISED WORK DESCRIPTION A5 5HOWN COMMENT 4. THERE ARE MULTIPLE CONFLICTS FOR THE ROOF & UNDERLAYMENT SPECIFICATION (METAL V5 5HIN&LE). (A) 107.2.1 RESPONSE 4. CORRECT MULTIPLE CONFLICTS TO REFLECT ALL METAL ROOF. COMMENT 5. A5TM 0226 TYP 1 15 NOT PERMITTED ON A 4/12 ROOF (R905.1.1) RESPONSE 5. REMOVE A5TM 0226 FROM DRAWING COMMENT 6. SPECIFY ALL CONNECTIONS OF ROOF FRAMING PLAN, NO COLUMN TO BEAM CONNECTIONS RESPONSE 6. ADDED ALL CONNECTIONS OF ROOF FRAMING TO FRAMING PLAN, COLUMN TO BEAM CONNECTION5 15 SHOWN ON SHEET 2 REAR ELEVATION. COMMENT 7. FURTHER REVIEW PENDING RECEIPT OF THE REMAINDER OF THE DRAWING FOR THE GARAGE / CARPORT. ONLY THE BREEZEWAY DRANIN65 WERE SUBMITTED. RESPONSE 7.THE OVERALL FULL SET OF ARCHITECTURAL DRAI^1IN65 WILL BE SUBMITTED At5_ REQUE$TED_ BY PLAN REYIEI^IER. Accu6lendConcrefe Oes n DESIGN STATEMENT: TH15 STRUCTURE HAS BEEN DE515NED TO MEET OR EXCEED THE WIVD LOAD INDIVIDUAL DESIGN DRANINC75 SHOW SPECIAL LOADING CONDITION5: DE516N PARAMETER: 2011 FLORIDA RE51DENTIAL BUILDING GODS, 6th EDITION (FAG 61 G20-1.001(1) BUILDING DE510N: ENGLO5EO ULTIMATE WIND SPEED: 160 MPH 3 SECOND G1J5T DE516N CODE: FBG2014/TP12001 WIND CODE: ASCE 1-10 {ALL HEIGHT} WIND SPEED: 160 MPH ROOF LOAD: 40.0 P5F FLOOR LOAD: N/A P5F OCCUPANCY: ADD COVERED BREEZEWAY BETWEEN RESIDENCE AND GARAGE CONSTRUCTION: SEE ATTACHED PLANS UNPROTEGTEO,UN5PRINKLEREO EXT. BRG WALL5 - STEEL WOOD FRAMED WALL5 INT WALLS - WOOD OR METAL STUDS & DRYWALL LIVING 1260 5Q. FT. REAR PORGH 96 5Q. FT. FRONT 256 5Q. FT. AREA TABULATIONS GARAGE 320 5Q. FT. CARPORT 1200 5Q.FT. GARAGE 320 5Q. FT. BREEZEWAY 111 5Q. FT. REFERENCE SYMBOLS 2X FRAME WALL 2X FRAME WALL WITH INSUL/,,TION 2X BEARING WALL WITH STUDS AT 16"O.C. Dot DOOR NUMBER REF: PERMIT #'822960 e WINDOW NUMBER Rol REMODELING NUMBER DETAIL NUMBER I BUILDING SECTION TAG SHEET NUMBER 4 DETAIL NUMBER - SHEET NUMBER 4 DETAIL KEY MC MEDICINE CABINET ELEVATION INTERIOR ELEVATION KEY NUMBER VIEW ORIENTATION THIS ADDITIONAL DRAWING IS ONLY ADDRESSING THE INSTALLATION TO THE BREEZEWAY AS SHOWN IN THE PROPOSED RENDERING COMMUNITY: OWNERS: GOTTI RESIDENCE St. Lucie COUNTY, Florida OWNER REVIEW ACKNOWLEDGEMENT OWNER'S SIGNATURE DATE OWNER'S SIGNATURE DATE NOTEWHEN PLANS ARE PRINTED ON 11"x 17" SHEETS, EVERYTHING IS REDUCED BY 50%. (e.g. 1/4" SCALE BECOMES 1/8" SCALE. �3ree.�eufa� addedta qoffi Pesidence Cloffi JzffZwence s't Zucie Gaunt, r*rich INDEX OF DRAWINGS A-1 PROJECT INDEX INFORMATION A-2 BREEZEWAY FRAMING, DETAIL AND ELEVATION REFERENCE TO PERMIT# 1903-0536 Al F RE FOOTAGE AY 177 SQ.FT ACCUBLEND CONCRETE DESIGN Port St Lucie FI 34953 (386)337-4623 TRUSSES: N/A DRAWN BY: GG DATE: 5/8/2019 ENGINEER :Joseph Simmons P.E DATE: 5/23/2019 ENGINEER #: 52101 REVISED: REVISED: SHEET NO. SCA 1016, U 35-s St. LuQE A�l my REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC RECEIVED SEP 24 2019 ST. Lucie county, Permitting SIMPSON MTS12 USE A MIN OF (2) 8d NAILS INSIDE OF TRUSS STRAPPING (TYP) 17'-10" 8'-0" 15-0„ 6" 8'-0" SIMPSON MTS16 11 01 STRAPPING (TYP) 3-2"x12"BEA fF au u Ip pp I 1 I GAR ORT ; ; _- " 0 0 �II GARAGE Ijl I 1 I 'RE -ENGINEERED I TRU55E5 1 1 I 1 1 I. -------------- II i 1 II 1 1 1 1 1 1 1 i 2"X6"SYP RAFTERS @24"O.C. MAX. HORIZONTAL SYP 2"X4"— 11111I'11111111111I0 2"x12"BEAM I PS N STRAP —�' TS1 (TYP.)17'-7" BREEZEWAY 26-5" x 6-10" —3" 28'-10" I I � jII 1 I I{y II RE -ENGINEERED TRUSSES 3'-0" 3'-0" 6" -n„ r,—o„ F,_N„ 9 I I� I II I p 1 I I I I 1 I 1 I I I I 1 , I I I I 0 I 0 LID i� 6"X6" P.T. POST' F-2) ' °' V v V v v v v v v v v v v v v v 2 -0 SQUARE X L-,-DooFON TAL ROFING ON L '" DEEP POURED E1 EL-N-STICK OVER RETE FOOTING E norElevadc"Fo"t CX PLYWOOD W/8d NAILS#5 BARS © 6" R RAILING ZONE DETAIL EACH WAY OM CONV. FRAME BREEZEWAY TRUSS FKUNI LLEVAIIUN SCALE: 1/8"=1-0" VALLEY LINE Ad 310d COMM( 2"X4" NO.2 SYP VERTICAL NAILS( CONTINUE @ 4' HORIZONTAL 2"X4" NO. 2 SYP `—VERTICAL SYP 2"X4"S I rH3 (SIMPSON) AT W-0"O.C. MAX. GIRDER OR VALLEY TRUSS ATTACH TO RIDGE BD. W/ (2) LS30 UPLIFT @ TRUSSES PER TRUSS ENGINEERING RAFTER LAYOUT (TYPICAL) CONY. FRAME VALLEY DETAILS NO SCALE NOTE: DETAIL IS FOR CONVENTIONAL FRAME ROOF VALLEY AREAS ONLY. IF VALLEY TRUSSES PROVIDED ANCHOR PER TRUSS ENGINEERING DETAILS 2"X8" RIDGE BD. (SYP) 2"X6" SYP RAFTER @24" O.C. 7/16" O.S.B. W/NAILING PER SCHEDULE RAFTER WITH BEVEL CUT HEEL. BUTT TO HORIZONTAL 2"X4' H3 FRAMING Z<-'-'�ANCHOR (TYP.) SHEATHING NOTE: SP4 MAY BE USED I.L.O. H3 OR H2.5 TRUSS TOP CHORDS-3-16D COMMON NAILS HORIZONTAL 2"X4" TO EACH TRUSS RIDGE AND HEEL CONNECTIONS NO SCALE SIMPSON LSU26 SLOPEABLE/SKEWABLE U HANGER AT EACH BEAM (6) 10d NAILS (FACE) (5) 10d x 1-1/2" NAILS (JOIST) G90 ZINC GALVANIZED COATING BREEZEWAY ISOMETRIC TRUSS REFERENCE TO PERMIT# 1903-0536 SEE ARCHITECTURAL PLANS 12 --,- 12 14470idd.7i RAFTERS 2" X 6' #2 PINE OR BETTER CONVENTIONAL /-FRAME TRUSS RIDGE 2" X 8" #2 PINE OR BETTER METAL ROOFING ON PEEL-N-STICK OVER %" COX PLYWOOD W/8d NAILS PER ROOF NAILING ZONE DETAIL 2e-7' `2x6 FASCIA 1/2" SOFFIT SIMPSON POST CAP AC66 W/20-16d NAILS &(2)LSTA18 FLAT STRAPS W/14-10d NAILS L.LL V YI IIUIN "SIMPSON POST BASE SCALE: 1/8"=1-0" ABU66 W/5/8"0 AB 9 12-16d NAILS SEE ARCHITECTURAL PLANS 12 12 +��4 METAL ROOF ASSEMBLY DETAILS INSTALL MOISTURE BARRIER ACCORDING TO THE MANUFACTURER'S RECOMMENDED PROCEDURE AND IN COMPLIANCE WITH LOCAL BUILDING CODE REQUIREMENTS. UNION'S REPEL SYNTHETIC UNDERLAYMENT IS DESIGNED SPECIFICALLY FOR METAL ROOFING. EXTEND OVER EDGES MINIMUM OF 2 INCHES FASTEN REPEL WITH GALVANIZED ROOFING NAILS, DO NOT USE CAP NAILS AS THE CAP CAN TELEGRAPH THROUGH THE METAL PANELS. 8 IN. O.C. AT PERIMETERS, & 24 IN. O.0 IN FIELD OF ROLL FASTEN THE EAVE TRIM WITH PANCAKE SCREWS SPACED 8 IN. OC ALONG THE LENGTH OF THE TRIM. STAGGER THE PANCAKE SCREWS 1/3" FROM EDGE NOTCH AND FOLD EAVE AND RAKE EDGES OF PANEL. HEM SHOULD BE MINIMUM 1" AT EAVE EDGE AND MINIMUM 3/4" AT RAKE EDGE. ALLOW ENOUGH GAP TO SLIDE HEMMED EDGE ONTO DRIP EDGE EXTENSIONS, INSTALL HEMMED PANEL ONTO DRIP EDGE EXTENSIONS AT LAVE AND RAKE EDGES FASTEN THE PANEL WITH 1" PANCAKE HEAD WOOD SCREWS THROUGH FASTENING FLANGE AT MAXIMUM 18 INCHES ON CENTER. INSTALL FASTENERS IN CENTER OF SLOT TO ALLOW FOR THERMAL EXPANSION AND CONTRACTION. TAKE CARE TO NOT OVERDRIVE FASTENER INSTALL NEXT PANEL BY LOOSELY LAPPING FEMALE LEG OVER MALE LEG. LET EAVE END OF PANEL EXTEND BEYOND ROOF EDGE SO PANEL HEM DOESN'T INTERFERE WITH DRIP EDGE. WITH HAND PRESSURE, SNAP DOWN LOWER END OF PANEL UNTIL HEMMED EDGE IS BELOW DRIP EDGE EXTENSION. SLIDE PANEL UP SLOPE UNTIL HEMMED EDGE IS FULLY ENGAGED OVER DRIP EDGE. 2X8 RIDGE B ATTACH RAFTERS TO RIDGE USING (3) 12d SINKERS MIN. 2-16d TOE NAIL @ RIDGE BEAM NOTE: COLLAR TIES TO BE USED ON RAFTERS EXCEEDING 6'-0" IN LENGTH TO BE 2" X 4" SPRUCE ATTACHED AT EACH END USING MIN. (2) 12d COMMON NAILS ATTACH RAFTERS TO EXISTING TRUSSES USING MIN. (3) 12d CC SINKERS ATTACHED TO TRUSS BELOW USING SIMPSON MTS 16 OR EQUIVILENT TYPICAL VALLEY FRAMING,•^,., SCALE: 1 /4" = V-0" m1°� 2X6 CONV. FRAMED RAFTERS COMMUNITY: ja. OWNERS GOTTI RESIDENCE St. Lucie COUNTY, Florida OWNER REVIEW ACKNOWLEDGEMENT OWNERS SIGNATURE DATE OWNER'S SIGNATURE DATE A& RESERM 7W RMT 1O OWMiUALLY MAKE MMIOR RVROV EN13 70 OUR PLANS AND SPECIFICATIONS REVISIONS (BREEZEWAY AREAI 177.0 1 TOTAL 177.0 52319 BREEZEWAY / EA. RAFTER TIED TO 2X6 PLATE W/ FEATR SERIES: X 4-16a TOE NAIL 2X8 RIDG SIMPSON MTS 12 OR H 2.5 CSTRCT MGR: BG BEAM INTO LAST TRUSS T BUILDER: BG FORM VALLEY RIDGE DRAWN BY: GG 2X4 COLLIER TIE 2X6 PLATE W/ SIMPSON MTS 12 @ 48' O.C. TIED TO CHECKED BY: GG W/3-10a @ EACH E ROOF THRUSSES BELOW FO SPANS OVER 10'-0" SHEET NO. VALLEY CONY. FRAMING DETAIL A_2 p� LAST PLOT REVIEwpn PnD I DATE: 5/23/2019 x itE: #" CODE COMPLIANCE ST. LUCIE COUNTY SEP 24 2019 SOCC ST. Lucie County, Pern