The URL can be used to link to this page

Home My WebLink AboutApproved PlansGENERAL ADDITION NOTES: *THE DETAILS CONTAINED PER THESE PLANS MAY NOT BE EXACT AND SHALL BE VERIFIED PRIOR TO ANY CONSTRUCTION BY OWNER ANP/OR CONTRACTOR (SUB -C=ONTRACTOR). •OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. "EXISTING CONDITIONS ON ADDITIONS/RENOVATIONS ARE TO BE VERIFIED BY OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) EXAMPLE: EXISTING= SOFFIT MATERIALS, EXTERIOR FINISHES, -RIM MATERIALS, ROOFING MATERIALS, FASCIAS, ETC, *OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) IS RESPONSIBLE F( PROVIDING AND VERIFYIN DESIGN GUIDELINES AND IRE 6TRICTIONS PER SUBDIVISIONS ARCHITECTURAL REVIEW BOARD. •M.A, CORSON 4 ASSOC, INC. SHALL NOT 15E LIABLE FOR ANY LOSS, DAMAGE OR INCONVENIENCE ARISING FROM INACCURACIES. NAILING SCHEDULE BUILDING DATA, 4 DESIGN PRESSURE SCHEDULE PROJECT/NAME AKHTAR RESIDENCE ARCHITECT M,A, CORSON 4 ADDRESS: 7893 SADDLEBROOKE DR. I NAIL SIZE ASSOCIATES, INC. SPACING NOTES ZONE 1 4 2 Q ALL PRESSURES CALCULATED WITH THE FOLLOWING: 1, WIND LOADS BASED ON FLA. BUILDING CODE 2014 8, WALL ZONE (PSF): 4) +31.4 / -34.0 6" o.c. (57H EDITION) 4 ASCE T-10, AND 2011 N,E.C. 5) +31.4 / d2.0 2. BUILDING DESIGNED AS: ENCLOSED OPEN 9. GARAGE DOOR (PSF): NA 3, MEAN BUILDING HEIGHT: N/A FT. ROOF PITCH: N/A /12 10. LOADS: FLOOR 60 PSF INTERNAL PRESSURE COEFlCIENT +/- : 0,19 ROOF/DEAD 15 PSF ROOF LIVE 30 PSF 4. WIDTH OF END ZONE: 4' II. SHEAR WALLS CONSIDERED FOR STRUCTURES 4" o,c, WIND SPEED: Il0 MPH 3 SECOND GUST YES X NO 5. BUILDING CLASSIFICATION TABLE 1-1, ASCE l 12, CONTINUOUS LOAD PATH PR9VIDED? F.B.G. TABLE 1604.5 II YES X NO 6. EXPOSURE CATEGORY: B ADJUSTMENT FACTOR: 1.00 13, ARE COMPONENT 4 CLADDING DETAILS PROVIDED? T. COMPONENTS 4 CLADDING WIND PRESSURE ON: YES X NO ROOF ZONE (PSF): U N/A 14, SOIL BEARING CAPACITY: 2500 PSF 86 2) N/A 3) N/A PRESUMPTIVE:—BY TEST: X -ALL ZONES CALCULATED FOR WORST CASE SCENARIO. (10 S.F. EFFECTIVE WIND AREA) GENERAL ADDITION NOTES: *THE DETAILS CONTAINED PER THESE PLANS MAY NOT BE EXACT AND SHALL BE VERIFIED PRIOR TO ANY CONSTRUCTION BY OWNER ANP/OR CONTRACTOR (SUB -C=ONTRACTOR). •OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. "EXISTING CONDITIONS ON ADDITIONS/RENOVATIONS ARE TO BE VERIFIED BY OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) EXAMPLE: EXISTING= SOFFIT MATERIALS, EXTERIOR FINISHES, -RIM MATERIALS, ROOFING MATERIALS, FASCIAS, ETC, *OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) IS RESPONSIBLE F( PROVIDING AND VERIFYIN DESIGN GUIDELINES AND IRE 6TRICTIONS PER SUBDIVISIONS ARCHITECTURAL REVIEW BOARD. •M.A, CORSON 4 ASSOC, INC. SHALL NOT 15E LIABLE FOR ANY LOSS, DAMAGE OR INCONVENIENCE ARISING FROM INACCURACIES. NAILING SCHEDULE l� J EDGE FIELD ITEM NAIL SIZE SPACING SPACING NOTES ZONE 1 4 2 Q • All Joints In fOO dareking shall be (8d round head 4" o,c, 6" o.c. covered w/ mIA; or 4' wide "if - 19/32" CDX ring shank) adhering polyri8r mOdifIsd biturnn ZONE 3 Roof sheathing tape applied Blrectly lad round head 4" o.c. 4" o,c, to the aheathlri8 (6ecorCW9 wafer barrier) ring shank) Roof sheathing ad round head 4" c,c. N/A Nall 2x fascia t8 }rues ends w/ (2) to top of fascia ring shank 16d Mafia (min.) 15/32" CDX 86 4" o.c. 6" o,e, Wall sheath) 23/32 Ta' IOd 4"o.c. 6" o,c. Flue all plywood Floor sheathing(FL400 or ® "I) Stud to 2 x 12 header Ibd 3 per header ply Top plate splice 16d 8 per splice Plate overlap Tlminel 24", over I stud Wall metal lash 14 ea, 1,5" leg, 3/4C-1063-13-3, 6" O.c. along self - lath, Overlap crown staples furring diamond paper framing member 1 1/2", overlap 1,91n 1' mlr, at ed es Calling 4 soffit 6d x 1/4" head 6" o.c, along Install lath per ASTM 01063-99, metal lath roofing nails. (1 3/4" framing member Hlgh ribbed lath In. embed, I" min, overlap N; s STUCCO BANDING (MATCH EXIST,) METAL FLASHING — EXIST. STRAPS AT FL, JOISTS TO REMAIN 5/8" STUCCO ON P.B, METAL LATH ON TYVEK VAPOR — BARRIER ON 1/2" PLYWD. EXIST, METAL EMBEDDED ANCHOR STRAPS TO REMAIN ON EXIST, BM. EXIST. CONIC, COLUMN BEYOND EXISTING RAILING TO REMAIN EXISTING FLOOR JOISTS TO REMA 5/8" STUCCO ON P.B. METAL LATH SET NEW EXTERIOR G12ADE 3 1/2" x 11 7/8" MICROLLAM BEAM NEKT TO EXIST. - ATTACH TO EXIST. WD, BEAM W (2) 3/4" THRU-BOLTS s EA, END EXIST, STRAPS TO REMAIN, WEDGE TIGHT TO EXIST FL, SYSTEM ABV, Z,HNG DETAIL SCOPE OF - WORK r— — — — — — — — — — — — — I I — EXIST, IST FL. WALL BELOW r - - - - - - - - - - - - - - - - -- I -- r— — — — — — — — — — — — — — — -I 31 I I I ml I J W I ' 211111111111111111STORY F i I FASTENERS OR A' ARE THE RESPONSIBILITY I � CONTRACTOR QF f�( I I I fRESIDENCE I I I I I I I I HESE PLANS AND ALL PROP I I . ARE SUBJECT TO ANY COR REQUIRED BY FIELD INSPEC' EXIST. SOLID RAILING MAY BE N ESSARTIN 01 --� —.0101001MIN11i 7t 4EW 3 1/2"XII 1/8" MCROLAM $ELOW) ON INSIDE O= EXIST. BM, - THRU-BOLT TO EXIST, BM, AT EA, END W/ (2) 3/4" THRU-BOLTS - REMOVE DAMAGED SECTION OF EXIST. BM, - BLOCK OUT AND PER PLAN EXIST. MICROLAM BM. TO REMAIN - - - - - - - 11 F- -----• ----- � 3 T�'�t-yT�---•--- I i 12" DIA, CONC. 1 COL. BELOW I I I I z I I aI I Q OI I p E!I I ml I m UI I OI I dr..4 PORCH NI W' BELOW XI i I � I i r I I I I I I I I 1 I I I I I I I I I I I EXIST. IST. FL. WALL BELOW i i i r i 0 0 0 64eB` -'OW EXIST, OPEN BALCONY TILE FL. — — — — — — — — ♦vi BEDROOM #4 COMPLY WlItH A LLAPPLICAE u11 �c? IN bOU"A ST. Ltt, roj NTS" AUff-DT (' FFVIF (N'i D FOR Ct1HV�I,tANC1 DATE CO NO LNSPECTION NVILL BE D WIN THAT TO:";: ON JOE m a♦. �i z se z N It d) N 0 JaW Qsfl-0��k�q„9 O W �m Wzs o N Q 0 0 w O rc T >��om'mUu 0 4� am�QSwdm OE4 Em-6mm3�w DATE :03/01/1l DRAWN BY : ps me CHECKED : MC REVISIONS : l� J AMR l I Q DATE :03/01/1l DRAWN BY : ps me CHECKED : MC REVISIONS :