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HomeMy WebLinkAboutPROJECT INFORMATION1. 11 ,-4-I 'M3H1V3M 013Mf1SOdX3 0NV 39VWVO IN3A3Md 01 SN01133S NI 33V1d NI lfld IIVM M3N ONV '13 ,ZT Ol .8 30 SNOIJ.03S NI 03AOW3M S901 9NI1SIX3 NOIJJf1M1SNOJ ONV NOIIIIOW30 Mum 3uniof1as jOOM 9NI1SIX3 9NIMOHS 1103 BVIS Ol NOUVl WV38 101 MVIJ S3HJNI „09 Ol „8b M3A3 (Sal 0001,£ „b0T Ol „6L11S)1SOd >IJVf 1331S A1f10 AV3H V 0103dWV13 WV38 11331S H3N1 „L NMOM MOIIV 13S3j0 „VZ S901 MOIN X3 011N33VfOV 301SNI NO NOInf1M1SNOJ 0NV NOI11lOW30 '031NIVd 0NV 03HSINIJ X:)OM133HS „Z/T NOI1VlfiSNI £TM TT-M 301SNI '031NIVd ONV 11-Tl'dVMM3Sf10H `BSO 301S1f10 #XZ IIVM M3N '0311V1SN19NI38 SI 11VM 110IM31X3 M3N V 0NV 03AOW31139IIIM S901 'N3J10M 3MV S901 '3WOH 3WVMj 901 9NUSIX3 SI DN301S38 NMOM 10 3dOJS 896Z£ 'l3 'DU31d '13 3AI210 M38nH S£T 3JN301S3M Vnt)nj ,(do-,) ajq 0 1 w U) Q ¢ J Z m 3: W w x W x U Z O O = 1 K n K W N 0 W W a O O m m N x Z m N Z t O O O 9 w X `�°' 6W Z LL a w v m p O O U 2 z Q C 'a m (_� fL O w O LL L a J W X •La. 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FL. ,,—DEMOLISH EXISTING CHIMNEY F PER DETAIL EXISTING ROOF TO REMAIN +34/-37 +34/-37 00 0 U10 12 5� XISTIN% GABLE TO R TRUSS BOTTOM CHORD DOUBLE TOP PLATE FRONT ELEVATION +32/-35 REAR ELEVATION - HESE GLANS µN6 ALL ARE SUBJECT TO ANY C_, "SED WORK REpUIRED Byf1ELD INr "CTIONS MAY BE NECE38ggy IN • 0qS THAT COMPLY WITH ALL ARM4 • "R TO 6G CODES. ATTACH EXISTING GABLE TRUSS BOTTOM CHORD TO NEW TOP 4NCEALEDFASTENERSOR PLATES W/SIMPSON LTP5 AT 24 OC ARETHEREON4S q�AOHMEy! W/(6) 10DX1-1/2" EACH SIDF N �'- 7'-8" STD TRUSS VERIFY BRG. POINT CORD W J.. HEAD HGT. (2)2XB W/Y2" OSB OR PLYWOOD FLITCH +34/-37 +34/-37 01-011 FIN. FL. RIGHT ELEVATION PLYWOOD SHIM. ATTACH WINDOWS AND DOORS THROUGH SHIM INTO 2X FRAMING EMBED PER 1-1/2" LEFT ELEVATION EXISTING GABLE TO REMAIN ATTACH EXISTING GABLE TRUSS 2 HEAD �E R DETAIL BOTTOM CHORD TO NEW TOP S-1 3/4" 1 = '-0" PLATES W/SIMPSON LPT5 AT 24" OC 12 — Q 6 HEADHG . &WIN. HEAD HGT. 0'-0" FIN. FL. 2X4x4' #2 SYP BESIDE EACH TRUSS W/1OD @ 4" OC SIMPSON LTS12 OR H-10 EACH TRUSS /-Y2" MIN CDX MATCH EXIST) W/ / 8D @ 6" ALL SUPPORTS %'A/C PLYWOOD W/61D ® 6" TO 2X4 SCAB 3 ROOF INFILL -1 3/4" = 1'-0" UAMNLWAMURN FACTDRS L*JL! ONOWING AND REN1g1��� ENERGY CCOMalANCE ODE MUST ALL DOOR UNTIL INS EC710NS SAND WINDOWS ARE APPROVED /—EXISTING ROOFING AND DECK EXISTING TRUSS @ 24" O.C. �—SIMPSON H10 EACH TRUSS i— NUT AND 2" SQ. OR 0 WASHER 0 I EXISTING OVERHANG, FASCIA AND SOFFIT TO REMAIN EXTEND PLYWOOD TO TOP OF WALL W/ 8D ® 12" O.C. EACH PLATE (2) 2X4 TOP PLATE NAIL W/ 2 ROWS 10D Q 8 OC 1/2" THREADED ROD T-111 PLYWOOD OVER PER PLAN WHEN SHOWN TYVEK OVER 7/16" OSB AT JAMB, MUST BE WITHIN 3" OF JAMB STUD 7/s' OSB W/ 8d ® 12"OC ALL STUDS, 6" OC AT JOINTS 1/2" GYPSUM BOARD -� + 1/2" THREADED ROD 00 PER PLAN r R-11 INSULATION OR PER ENERGY CALLS 2X4 #2 SPF © 16" O.C. 2X4 BLOCK AT JOINT NAIL PLYWOOD @ 6" OC COUPLING NUT AS REQUIRED NMIN PT PLYWOOD 2X4 PT BOT. PLATE A BOTTOM OF WALL W/Ya"X3" TAPCON ®16" OC TO SLAB , EXISTING SLAB y2"O A-36 STEEL ROD AND FOOTING LOCATE PER PLAN SET a 4 8" IN EPDXY a 1 WALL SECTION S-1 3/4" = l'-0" EXISTING FOOTING 4'-2" 5'-10" SH2a 3' 27'-6" 17'-6 1 /2" W 2668 #2 SYP JACK ONLY AT DOORS u, 00 00 SH3050 EXISTING INTERIOR EGRESS EGRESS SH3343 UN I a � •- — — — — — — — — — — — N J 00 a N 2668 SH3343 II O o EXISTING INTERIOR II C3 II II 0 #2 SYP JACK N 068 ONLY AT DOORS a � N J cy VIR SH3343 o (2)2X4 MULL W/ a (4) 16D TOENAIL T&B SH3343 EXISTING INTERIOR SH 3050 EGRESS 0 I i� SH3343 SH3343 27'-6" INFORMATION 8c DIMENSION ST. LL'CTE COLT REVIEWED FOR C E REVIEW D Y DATE PLAkL.N D P t1 D T BE KEPT ON JOB 'fIOY WILL BE YL1DE. DESIGN CRITERIA 0 #2 SYP JACK ONLY AT DOORS V" I ) W. NO 40111 11TATE OF WIND SPEED = 160 MPH(ULT) (124 ASD) ASCE 7-10 & 2017 FBC-R (3-SECOND GUST) RISK CATEGORY II DEAD LOAD RESISTING UPLIFT 6 PSF WIND EXPOSURE = 'C" ENCLOSED STRUCTURE GCPI = (+/-) 0.18 ROOF LIVE LOAD = 20 PSF ROOF DEAD LOAD = 15 PSF SCOPE OF WORK RESIDENCE IS EXISTING LOG FRAME HOME. EXISTING LOGS ARE ROTTEN. ALL LOGS WILL BE REMOVED AND A NEW EXTERIOR WALL IS BEING INSTALLED. CONTRACTOR/OWNER IS RESPONSIBLE FOR SHORING EXISTING ROOF STRUCTURE DURING DEMOLITION AND CONSTRUCTION TOP PLATES TO BE #2 SYP STUDS TO BE 2X4 #2 S-P-F TOP PLATE JOINT SHALL BE OFFSET 48" MIN W/ (16)10D, LAP AT CORNERS W/(6) 10D. TRUSS ANCHORS MAY BE INSTALLED ON EITHER INTERIOR OR EXTERIOR OR ALTERNATE AT CONTRACTORS DISCRETION ELECTRICAL OUTLETS AND SWITCHES ON EXTERIOR WALL TO BE REMOUNTED IN SAME LOCATION TO NEW STUD WALL CONTRACTOR MAY OMIT THREADED RODS UNDER FOLLOWING CONDITIONS: USE SIMPSON SP4 AT STUDS TO TOP AND BOTTOM PLATE. ANCHOR BOTTOM PLATE TO SLAB WITH Nz"OX 9" LONG THREADED ROD SET 6" IN EPDXY TO EXISTING SLAB. File COj co F� C j I —I n N CO p O_ -p OD 0 r N LL- v I�N-y-I U a o I-�-1 V) w I p f I ~ � N W CL Q) WT 7 (D � s V) N p c0 L` z ago 00 hryY- O o 00 v 00 W� W W w w rwn by. SQUARE FOOT SOLUTIONS chk d sca e: 1/4".= V-0" job no. date: 05.16.2018 07-06-201 O Z� 00 1= O �Z �Q W U� OQ ID Z t 0 .__I QILJ UQO O Q O� Z oiI.-IZ O � H- I- l F--i 2 �ceF: U FAGF- S-1 of '