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HomeMy WebLinkAbout155 London Fog WayDEC 111 ZW3 PERMIT APG LICA I T ON ApplicaaTi-on No; �� � ���� jj _-- �Id3�d33d��33iE�� fl'�33i`Sti'4iefiiou V,1111e: job Address; 1� iiskurie)1�i tra'z t: Yes LI No F1 Parcel ID-. zoniugq: ey3ea°i tiuu3 0 6'VOr : — — -- -- -- MIX Ileviev, Contact Person: _ - —_� —__�_ Title: 1"IQaume stmet: CRV, State zip'. Pa'op,:nly Ov9ne ��p'jr�U'di� a'SO Baa 1, e,ident o;1 proherty'? corat wa�A'o i�� ra as a iaara P�1a3e Phone: _•/ `._— �__—.-- — Street: 1 �C'C�f ldj✓''K.J fJ �:/4 / v^"�/ /� Fax: CRY, Mate UP _.��r_. " State Livens? Pd�.:l— d��s•sa•�a;i:���:liaa'a�aB�a�'�d� L ala u3 e: Mont: - ti Street: ___ — — �,�s sax: � — City, St, Zips B011 limy �n3al�aa i�: Address: _ maurtgag t,e 3tler: AtIclr u5s: — --- PEF-I' B�i" iiWORIMA TION BuIltiing k erm' it LI square Footage: -- -- — — construcHoll Type: Talo, o" IAVP-Ihu, FADOtl zanne: - Electrical ED New Serviee — No-- t) APVIM McCl3,-jjAia:al U (DUCt layout required for new systems) No. of Stories: i1'laa�n3l�rnU ��i New EC"urastra.:»tioan - l+ixtuires: it ive Sp unnldcr/Aj an•zan F_1 I` uI of lae-W5., _ 61-0t1 201-011 mxv4077- ..r..�.J •-� •mss "N " �i�, NERO \ P Offil 7 P MR L SCALE: 1/4"=11--011 0 61-011 201-011 miniwvj �, ���o != TMA I - -Oj I r RZ I Ps-bi V JL MM Lem MM� SCALE: 1/4"=11-011 2- A-01 FL -0072'- WIAJJ?01,0S' Ta _BE /VIAIIA4vM ¢(�f.8o�F'iviJ'HE,1J �L.00R FAJ:.II` RM ,J11:.�.� )0!== J �� SCALE: 1/4"=11-011 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMEN'PS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10. 1. WIND SPEED= 139 MPH ULTIMATE WIND SPEED(VLat)AND 108MPH(Vasd) 2. RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE(V) 3. WIND EXPOSURE= CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT L EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 CD T- rn _bN � 0 Q DATE: 9/10/13 S U C� ,,,, Z oC � O Z) U- O U w ®Ln C� z H o �- H u LL/Q <' Ira O Q U) U ea U w �n O cl— S C� ,,,, Z S C� 0. Z ® t,' UJ �/Z- Q v 4!1 oPC� z W LL. 00 (D —j 2: ® d - H 7G7? %�l2 o O.�" /LJEMS SNC WZLuo ® --j U 0 d- I— • 00 p Z Q © J W N Q "— T.S. Cholial Licensed 2roE'.'_•;Is'ici, i1 Lngitieer 531 S., S..R: 434 Altamonte Springs, FL 32714 (407)521-5557 FAX(407)521-5434 PE 0040718 DRAWING #: 130813 SHEET: 1 OF: � " -1-1"111 1 L-/\1 VIAL- V 1 LI V1.71.1 DATE: 9/10/13 arm 7XV- " C ) Nil UME 19 VYA Oft���MIT =i= !%=.A Miik !=I SCALE: 1/4"=11-0" er 1S# felt Cyp.) 3 Rr:� W N -J me= h mum"m \ m r A& I RM j ia, '-J Wj*4 4 A—b !=Wj=Vm = = = =j SCALE: 1/4"=1'-0" � Wort- �°� U t -� em �J�wTq� r N,garlWJ 4�b � SCALE: 1/4"=1.'-0" �f 'NOSE 8'x12' STRINGER L.F. ` 0 LL 0 > )ia� wmTM raw STRINGERDET. AIL Uj SCALE, v+'.1• -a' U (9 stucco over galvanized. lath over ZS# felt U house wrap over 7/16" OSB (Typ.) Lz y C (� .01'F rH4All 1!' D EIV 1A.1 C:r UJ N 0 0 D z;�:LlLL00 U w cn 0 1 rJ G` L1 r� Tri0L = �'� -` r r �N °0� SCALE: 1./4" Q�w°r: arm 7XV- " C ) Nil UME 19 VYA Oft���MIT =i= !%=.A Miik !=I SCALE: 1/4"=11-0" er 1S# felt Cyp.) 3 Rr:� W N -J me= h mum"m \ m r A& I RM j ia, '-J Wj*4 4 A—b !=Wj=Vm = = = =j SCALE: 1/4"=1'-0" � Wort- �h war= Mra �. , ..Wmj I RM I Com'' a- J M!! MMW t -� em �J�wTq� r N,garlWJ 4�b � SCALE: 1/4"=1.'-0" SCALE: 1/4"=1`-0" i i NOTE: THIS STRUCTURE RAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL, EDITION SECTION B301 DESIGN CRITERIA AND INCLUDING ASCE 7-10. 1. WIND SPEED= 139 MPH ULTIMATE WIND SPEED(V"lt)AND 108MPH(Va�d) 2: RISK CATEGORY 2 CONSTRUCTION TYPE- SINGLE FAMILY RFSIDENCE(V) 3. WIND EXPOSURE= CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED DUILDLNGS IS .18 AND HEIGHT & EXPOSURE ADOUS'IMENT COEFFICIENT IS 1.40 IE SCALE: 1/4" = V-0" DRAWING #: 130813 SHEET: 2 Licenszd Profas�ioi:aL En )invar I X31 S._,e S.R..134 Altamonl•Q SPY:iaiy*n, �f, .3?'714 (40?) y21-555"; FAX (4()7),21,-:547j4 PE 0040748 UJ z;�:LlLL00 LU °0� Q�w°r: �Ua�0 r"1 0 z -z0-1 LU N H U) LU 0� DRAWING #: 130813 SHEET: 2 Licenszd Profas�ioi:aL En )invar I X31 S._,e S.R..134 Altamonl•Q SPY:iaiy*n, �f, .3?'714 (40?) y21-555"; FAX (4()7),21,-:547j4 PE 0040748 ., MAJ)!=, I.i T, , r5w�; 10, �, Ut JN-, , �,,) Niffff D •. SCALE: 1/4"=V-011 PRE-ENG'D ROOF TRUSSES 2 24' Q.C, FIBERGLASS SHINGLES AVER 1/2' CDX/OSB -- &15#FELT, M TX / y APPR'D HURR, STRAP @ EA. TRUSS ALUM, DRIP OVER 1`x2` P.T. NAILER 1'x FASCIA 2'x4' STUDS - 16' D.C. V/ R11 1NSUL. (MIN.) 718" stucco over galvanized Iath over IS# felt over house wrap over 7/16" OSB (Typ•) LSTA30 HURRICANE STRAPS R EACH STUD EXISTING 8'x16' CONC. BLK, SEE ELEV, FOR ROOF PITCH !r �P2-,Gi? 3.2 0� PRE-ENGINEEREED WOOD 3/4'G 1/�FLOOR TRUSSES 'LOOK D X ,if -.Y P G X YP -9 LC—Xj-f7-1A,)Cr Z -IA, -17 -G -Z- -C`�Pqp ca EXISTING 4" CONC. SLAB SCALE: 3/8" = V-0" / #5X 15rZ-oAlrr (�iD— 2 o,e WleIV0XY wI(° N1.8eD 4S�V T G)24JC— .O C f 2 1.22 F007'/6JG uVgR,4,CZ)C .DEZ-41- a/• s \ NW = ]@P) wah J � �=! � SCALE: 1/4"=V-011 NOTE: THIS STRUCTURE HAS SEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIR1VENTS.OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL 'EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10. I_ WIND SPEED= 139 MPH ULTIMATE WIND SPEED(Vult)ANU IUSMPH(Vasd) 2.. RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE(V) 3. WIND EXPOSURE= CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS ,1B AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 T.S. Cheha],. Licensed Pry< ni�nal Enaiu�.ur 531 '9. , :.k'.. d3,1 ' Altramonta .32rings-, FL .22714 (407) 521--E5,°r7 FAX(407)521-5434 PE 0040748 I DATE: 9/10/13 U oC a. O D U- O w ci� U CD w U M U O (f ) U D >- U w U) O C -L mj." z s: •F'1 G DRAWING # 130813 SHEET: 3 OF: I z •F'1 G z �j ■ �.1 ® T C✓ 1 Q I—•�i � N N (y) o <U)CL z � w -lN L1® 00 Ur _j - ® �" M�(f)®r� � ®�11o1O� 0 —j U 0 U Q� z I.4-- • oo O �Qc» w N M w CIC DRAWING # 130813 SHEET: 3 OF: I TYPICAL WINDOW FLASHING DETA AIL N.T.S. -FLASHING )ODEN )ING SILL PLATE 7/8" CEMCITFITIOUS FII1\11SH FELT/ PAPERBACKED LATH MATERIAL LAPPED MOISTURE BARRIER - (HOUSE WRAP) rr 7� IC' O� $ I I WOOD SHEATHING Z C^D X 71c MOISTURE BARRIER (WALL TRANSITION) DRIP EDGE CEMEI\ITITIOUS FINISH Yom_ CONCRETE BLOCK OR SOLID CEMENT NOTE: . I -ALL EXTERIOR ACCF_SSORIES SHALL 13E PVC k4ATERIAI_ CONFORMING TO ASTM STANDARDS 01704, C926, C1053 AND D4216. 2 -CAULK ALL BUTT JOINTS, ENDS, ANGLES, 010 INTERSECTIONS AT TIME OF IBIS"FAI_LATION.. CONTROL BEAD WITH DRIP E[)GE N.T.S SEE NOTEAZ•---� `�<W—�. WALL SHEATHING - NOTES: Weep acre -de 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6' WIDE) 2512.1-2 Weep saeods , A merirnam D,019 -inch (0.46 rnm) (No. 26 galvanized sheet page), 2. REMOVE WEATHER RESISTIVE BARRIER FNOM TOP OF WIFJUOW SILL PLATE corrosion-ros Stam weep sawed with n nvnirnum w -tical ahachmonl Mange of 3'/a 3. INSTALL SILL FLASHING AS SHOWN ABOVE inchoa (69 mm) shah he provided at or bolow The foundation plata line on exterior stud vm As 'n acco,dance Wit, ASTM C 926. The weep sc and shall on placed e 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT minimum of 4 indree OU2 mm) above the earth or z indres (51 mm) above Fared areas end be of s typo Chet will albw happud water To drain to Ili- exterior of e,a 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS building. Thu Wealhertesislanl banier 5haA lop the etlochmenl Range. The e:"erior slH sha0 cover and 1-rrninato on Jho 8lIsdlmon1 Mange of Ire weep acreeC. NEEP SCREEDS DETAIL TYPICAL FLASHING DETAIL AT SILL PLATE td TS. niTS, NATIONAL PRINTFAST NO. I86A - 2406 01915 ZONE 3 ad P -Mb SHAHK tL4IL5 AT T' O.c- OR ed TUHG vriAFU: Jb1a,0 AT e' C.G. cR EWALrvALE71T FJ7U�r-IAT1C JLLJL E�gA At -"•[T PJNJfATIC Mr - Ulf itlber AT aUPPORTt;D ED'; AND AT SUPPORTED EDGES 446 BLOCY.RJG AND 6' D.C. FEMA 6' p,C. FE)TD FOR O7NET2 ARFAe FoR eNADE1. AFTOAA or ROOF 4 OF ROOF I. All lumber to be Southern Yellow hiLIC NO 2 With maximum content of moisture 19 %. Exterior lumber to be Pressure "fieaied. 4 • ' Y poor- NAILING PATTFRNr 1•_p• ZONE I - U5E 8d RING 5HANK NAILS AT 6' O.C. 51"ACING (FEILD)�— AND 4" O,C, AT SUPPORTED EDGES ZONE 2 -UeE 8d PING 5HANK NAILS AT 6" O -C, 6PAGIhICs (SUPPORTIED E1,)GE6)' Footings have been designed %z a. AND C" c.c. AT FEILD f'•o', ` \ �p t7 f NEUHATlc NAILS NAY EI; USED IN LIEU of Dd r?ING SHANK NAILS, n General foundation 'Notes : soil bearing pressure of 2000 POP. NAILED 4" D.C. AT EDGE; AND 6" O.C. AT FEILD, r ' ,� (eENco 2-v4 "x .131 AMD PASELODE 2-V4"x "095) 1 AT ' t 1 bs shall hive a compressive strength of not less tban 25i -TSl EXTERIOR WALL NAIL PATTERN: I. PLl tnOODr (F>=1LD) U6E ed 4 o.c. (EPC -TE) USE ed NAILS AT 4 6PACING (EXTERIOR WALL SHEATHING-) uND FL_oOR NAILING PATTERN, USE ed NAILS AT 6" d.G. 6PAGING AT EDG-E6 (GLUE AND NAIL..) USI" 8d NAILS AT 8" O.G. 6PACING AT FELD (GLUE AND NAIL) gri%'svN? 130ApD NAIL_1NG FATTERNI Um5d N,4M, AT T O.C. 6PACING SPRUCE )d BETWEEN FIRST (2RUSB YWI (12NAIL TOP AND BOTTOM CHORDS TYP� ROOF 2x I G MET_ DRIP EDGE "r—SEE FASCIA DETAIL 2x4 X -BRACE @ 96" O.C. ALUMINUM 4v/ (2) 12d NAILS EA. END VENTED SOFFIT r GABLE TRUSS i GABLE END NAILING #8d @ 6" O.C. Gdi EDGES AND 12" O.C. INTERMEDIATE CONTINUOUS 2x4 or 2x6 P.T_ #2 SYP 5d COOLER NAILS @ 8" O.C. 1/2" DRYVVALL L --FRA EWALL 8670NJ) GABLE END CONNECTION - FRAME .:,S H RSD 'rrG00 TPU55 Ar u`GI T11RU55 AT F:AOI TRU55 21`11) STUD WALL DETAIL AT t X h L")ILDPN. MDTN . BUILPII G I `-r3LCC11aV, • 40' OL_ LETYTN FIF29T 7: orAcE9 jACT4 642 roof �h��thlr�cl L_a:4�out II Il SP4 OR SSP HEADER (SEE CHART BELOW) ---SJHPSON LSTAI2--/ SP4 OR SSP' concre e s a fd}28 days. Slabs shall be reinforced with' fiber mesh on 6 mil, vapor barrier over clean compacted termite treated fill_ 2: Concrete footings shall have a compressive strength of not less than 2500 PSI Q 28 day's. Reinforce footings with fl 5 bars as indicated. All bars shall be deformed, and shall cofifUr•to ASTM designatidn A,305, and be clean and free from rust a.. -id Scale. rn Splices .shall overlap -at least 25". All k6r -to bq Cz r•acP- to 3: For d6hd'ete block walls provide concrete tilled cells with l - 9 5 bar vertically continuous from footing to tie beam at all cbrners and where othef-wise noted as per foundation plan - 2>0 RIDGE. A35 Qom '5ik2.PIcA� as 2X6 COLLAR TIE AT cR y "O.C. NAIL W/3-100, :3/iD" 0X4 ' LA(aiS 160 NAILS NAILS EACH END _�o e 12' D.C. 2 ROWS O SIDES C;ONV. FRIM IN VALVALLEY'OETA 1. STAGGERED 2 MTst . EOAID B EAR.1 N rm WALLS HEADER/S-FUD/STRAP CHART (N,T,S.) FULL LENQfH n STRAPS n2 SYP HAXIHUH HEADER STUO(S) STUDCS) 2 EACH END e HEADER SIZE SPAN 2 EACH END EACH END OF HEADER e) 2x6 27 2Xi0 B''2' 2 2 2 T 32' 91 CEATu WEATHER /��� FOLD UP WEATHER ..! RESIS-TIVE UARRIER& MECHANICALLY FASTEN AS RESIS TNF 'TEMPORARILY SECURE Cjf- '�_,� IJECESSARY IN CORNERS THROUGH FLASHING BARRIER f • �jjlj„_, 2, Use LSTA30 Or IITS20 Frame To Joists And Beams 3. Use MTS12 Frame To Trusses C �.-- Gp 110 9L(CCI, G EXTERIOR WEATHER Studs As The Number Of Plies In Girder Or Beam. / SHEATHING T RESISTIVE ( BARRIER 7. If A Lintel Strap Is Missed, Apply (1) IITSA116 w/ (4) 1/4" x 21/4" Tapeons For 1,175 Lbs Uplift And (2)HTSM16 for 2,350 Lbs Uplift � TAPE z CEfi 9. All Ganged (Multiple) Studs To Have SP4. Also SP4 May Be S_ H U J Used In Lieu Of SPI & SP2 SILL PLATE (ASSEMBLED 7 AT 32' GPI CEITES� 1ITT4, HTT5, MGT w/ 5/8" Diameter A. B. w/ 6" Embedment X) PLAT= `I LLI W Design Requirements: w WINDOW) x =_ 2. Live load for roof is 20 PSF 1 3. Live loads for balconies is 60 PSF 2in I a FIJ+SHING o1 O V GJ5 w or x w u` F or - FLAS JIT DO NOT FLASH a m rT T ul u))) OVER BOTTOM A0 CT NAILING FLANGE HEAD FLASHING TIE-IN v INSTRUCTIONS: MC7 7` I. CVT, FOLD UP 8 TEMPORARILY NOTES: SECURE WEATHER RESISTIVE 1 FLASHING'TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6' WIDE) UARRIER ABOVE HEADER TO r- - Il _ . ALLOW FOR FLASHING Z. REMOVE WEATHER RESISTIVE UARRIER FROM TOP OF WINDOW INSTALLATION SILL PLA'rF 2, INS TAU HEAD FLASHING UNDER 3_ INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER L } 4. INSTALL FLASHINO AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATF_R SHEUDING LAPS BARRIER BACK OVER HEAD tt rLASHING ANU SEAL WITH TAPE TYPICAL WINDOW FLASHING DETA AIL N.T.S. -FLASHING )ODEN )ING SILL PLATE 7/8" CEMCITFITIOUS FII1\11SH FELT/ PAPERBACKED LATH MATERIAL LAPPED MOISTURE BARRIER - (HOUSE WRAP) rr 7� IC' O� $ I I WOOD SHEATHING Z C^D X 71c MOISTURE BARRIER (WALL TRANSITION) DRIP EDGE CEMEI\ITITIOUS FINISH Yom_ CONCRETE BLOCK OR SOLID CEMENT NOTE: . I -ALL EXTERIOR ACCF_SSORIES SHALL 13E PVC k4ATERIAI_ CONFORMING TO ASTM STANDARDS 01704, C926, C1053 AND D4216. 2 -CAULK ALL BUTT JOINTS, ENDS, ANGLES, 010 INTERSECTIONS AT TIME OF IBIS"FAI_LATION.. CONTROL BEAD WITH DRIP E[)GE N.T.S SEE NOTEAZ•---� `�<W—�. WALL SHEATHING - NOTES: Weep acre -de 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6' WIDE) 2512.1-2 Weep saeods , A merirnam D,019 -inch (0.46 rnm) (No. 26 galvanized sheet page), 2. REMOVE WEATHER RESISTIVE BARRIER FNOM TOP OF WIFJUOW SILL PLATE corrosion-ros Stam weep sawed with n nvnirnum w -tical ahachmonl Mange of 3'/a 3. INSTALL SILL FLASHING AS SHOWN ABOVE inchoa (69 mm) shah he provided at or bolow The foundation plata line on exterior stud vm As 'n acco,dance Wit, ASTM C 926. The weep sc and shall on placed e 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT minimum of 4 indree OU2 mm) above the earth or z indres (51 mm) above Fared areas end be of s typo Chet will albw happud water To drain to Ili- exterior of e,a 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS building. Thu Wealhertesislanl banier 5haA lop the etlochmenl Range. The e:"erior slH sha0 cover and 1-rrninato on Jho 8lIsdlmon1 Mange of Ire weep acreeC. NEEP SCREEDS DETAIL TYPICAL FLASHING DETAIL AT SILL PLATE td TS. niTS, NATIONAL PRINTFAST NO. I86A - 2406 01915 ZONE 3 ad P -Mb SHAHK tL4IL5 AT T' O.c- OR ed TUHG vriAFU: Jb1a,0 AT e' C.G. cR EWALrvALE71T FJ7U�r-IAT1C JLLJL E�gA At -"•[T PJNJfATIC Mr - Ulf itlber AT aUPPORTt;D ED'; AND AT SUPPORTED EDGES 446 BLOCY.RJG AND 6' D.C. FEMA 6' p,C. FE)TD FOR O7NET2 ARFAe FoR eNADE1. AFTOAA or ROOF 4 OF ROOF I. All lumber to be Southern Yellow hiLIC NO 2 With maximum content of moisture 19 %. Exterior lumber to be Pressure "fieaied. 4 • ' Y poor- NAILING PATTFRNr 1•_p• ZONE I - U5E 8d RING 5HANK NAILS AT 6' O.C. 51"ACING (FEILD)�— AND 4" O,C, AT SUPPORTED EDGES ZONE 2 -UeE 8d PING 5HANK NAILS AT 6" O -C, 6PAGIhICs (SUPPORTIED E1,)GE6)' Footings have been designed %z a. AND C" c.c. AT FEILD f'•o', ` \ �p t7 f NEUHATlc NAILS NAY EI; USED IN LIEU of Dd r?ING SHANK NAILS, n General foundation 'Notes : soil bearing pressure of 2000 POP. NAILED 4" D.C. AT EDGE; AND 6" O.C. AT FEILD, r ' ,� (eENco 2-v4 "x .131 AMD PASELODE 2-V4"x "095) 1 AT ' t 1 bs shall hive a compressive strength of not less tban 25i -TSl EXTERIOR WALL NAIL PATTERN: I. PLl tnOODr (F>=1LD) U6E ed 4 o.c. (EPC -TE) USE ed NAILS AT 4 6PACING (EXTERIOR WALL SHEATHING-) uND FL_oOR NAILING PATTERN, USE ed NAILS AT 6" d.G. 6PAGING AT EDG-E6 (GLUE AND NAIL..) USI" 8d NAILS AT 8" O.G. 6PACING AT FELD (GLUE AND NAIL) gri%'svN? 130ApD NAIL_1NG FATTERNI Um5d N,4M, AT T O.C. 6PACING SPRUCE )d BETWEEN FIRST (2RUSB YWI (12NAIL TOP AND BOTTOM CHORDS TYP� ROOF 2x I G MET_ DRIP EDGE "r—SEE FASCIA DETAIL 2x4 X -BRACE @ 96" O.C. ALUMINUM 4v/ (2) 12d NAILS EA. END VENTED SOFFIT r GABLE TRUSS i GABLE END NAILING #8d @ 6" O.C. Gdi EDGES AND 12" O.C. INTERMEDIATE CONTINUOUS 2x4 or 2x6 P.T_ #2 SYP 5d COOLER NAILS @ 8" O.C. 1/2" DRYVVALL L --FRA EWALL 8670NJ) GABLE END CONNECTION - FRAME .:,S H RSD 'rrG00 TPU55 Ar u`GI T11RU55 AT F:AOI TRU55 21`11) STUD WALL DETAIL AT t X h L")ILDPN. MDTN . BUILPII G I `-r3LCC11aV, • 40' OL_ LETYTN FIF29T 7: orAcE9 jACT4 642 roof �h��thlr�cl L_a:4�out II Il SP4 OR SSP HEADER (SEE CHART BELOW) ---SJHPSON LSTAI2--/ SP4 OR SSP' concre e s a fd}28 days. Slabs shall be reinforced with' fiber mesh on 6 mil, vapor barrier over clean compacted termite treated fill_ 2: Concrete footings shall have a compressive strength of not less than 2500 PSI Q 28 day's. Reinforce footings with fl 5 bars as indicated. All bars shall be deformed, and shall cofifUr•to ASTM designatidn A,305, and be clean and free from rust a.. -id Scale. rn Splices .shall overlap -at least 25". All k6r -to bq Cz r•acP- to 3: For d6hd'ete block walls provide concrete tilled cells with l - 9 5 bar vertically continuous from footing to tie beam at all cbrners and where othef-wise noted as per foundation plan - 2>0 RIDGE. A35 Qom '5ik2.PIcA� as 2X6 COLLAR TIE AT cR y "O.C. NAIL W/3-100, :3/iD" 0X4 ' LA(aiS 160 NAILS NAILS EACH END _�o e 12' D.C. 2 ROWS O SIDES C;ONV. FRIM IN VALVALLEY'OETA 1. STAGGERED 2 MTst . EOAID B EAR.1 N rm WALLS HEADER/S-FUD/STRAP CHART (N,T,S.) FULL LENQfH n STRAPS n2 SYP HAXIHUH HEADER STUO(S) STUDCS) 2 EACH END e HEADER SIZE SPAN 2 EACH END EACH END OF HEADER e) 2x6 27 2Xi0 B''2' 2 2 2 T 32' 91 CEATu 5t'"1G/tt—"""'_7jI"`tn+— 111_ll.Il F�GO2 _Fr-�TO1 - X y - 'f P. T. pc,.r r _ Unless Noted Otherwise: 1. Use IIETAI6 C.M.U. To Trusses, Joists And Beams LccR C;U0 sfZr: ic. �s FCR sTlJp R 2, Use LSTA30 Or IITS20 Frame To Joists And Beams 3. Use MTS12 Frame To Trusses w n z w O H 4. Use HUS26 As 1 Ply Hanger And HGUS26-2 As 2 Ply hanger Gp 110 9L(CCI, G 5. Under Girders & Beams, Apply Minimum Same Number Of Studs As The Number Of Plies In Girder Or Beam. / 6. All Exterior Walls To Be treated As Bearing Walls. CJ 7. If A Lintel Strap Is Missed, Apply (1) IITSA116 w/ (4) 1/4" x 21/4" Tapeons For 1,175 Lbs Uplift And (2)HTSM16 for 2,350 Lbs Uplift ti0 S I)G5 AT 8. AISTA36 And HTS20 May Be Interchanged. CEfi 9. All Ganged (Multiple) Studs To Have SP4. Also SP4 May Be S_ H U J Used In Lieu Of SPI & SP2 Z.,oq p I � TY�•� 10. .Provide HIP Roof Deck Support Per APA Guidelines 7 AT 32' GPI CEITES� 1ITT4, HTT5, MGT w/ 5/8" Diameter A. B. w/ 6" Embedment X) PLAT= All Strapping Hardware To PT Lumber To Be Galvanized LLI W Design Requirements: w 1. hive loads for floors, decks, and stairs is 40 PSF N 'I 2. Live load for roof is 20 PSF 1 3. Live loads for balconies is 60 PSF f v 5t'"1G/tt—"""'_7jI"`tn+— 111_ll.Il F�GO2 _Fr-�TO1 - X y - 'f P. T. pc,.r r _ N ODD �PACA4,f 7-4 3•G I2af 01 F C w n z w O H m O J)9 _ 1-02 / a CJ an vi m Jl w w m E+ W ] ? V W S_ H U J e X l,, 7 -/it /q 7-E Z ST C)A H 7-,V -7 Z.,oq p I � TY�•� W a a z u Q O O V) W w L•. LLI W W w CJ3 N 'I 1 PLAT CEILING CJ5A \\ CV P 1 02 u F• L r o1 O V GJ5 w or x w u` F or - VAUL O a m rT T ul u))) ci A0 CT nPw� / v MCT" T FT 1 2 PLY MC7 7` M -r'1P1 M 7'..t"/.2 J -1 V U_ 24' O 24-04. r- - Il _ . r - r -i Q Q 1L IL -LL- 4' c),r-:, r- L I A02 z �I o; J L } — tt A03 . N u r LTJ 1-011 � /L/ lam.•• [�."•.,' /-90 --•--- 1-0 it --r- a t - 0 II r-- y Gi�cJ rT Tp C?--!'/2,PGP.., T.$,Chehal, P.R. will bear no responsibility for error in Tinaa/LVL design or manufacture. The builder and the truss manufacturer are to review truss plans and verify all di.menaions, dpans, pitches, and quantities before manufacture and shall refer any questions on loading or design to• the engineer of record_ T7 N F C w n z w O H m O J)9 _ 7- / a CJ an vi m Jl w w m E+ W ] ? V W S_ H U J w O F W a a z u Q O O V) W w L•. LLI W W w CJ3 N 'I 1 PLAT CEILING CJ5A \\ u F• L r o1 O V GJ5 w or x w u` F or fk n F w VAUL O a m rT T ul u))) ci A0 CT nPw� / v W�sF[ v c�.7 q H M -r'1P1 M 7'..t"/.2 UJ O O fW v A02 z �I o; O } tt A03 Q u 1 ODD 61=ACEA02 (�J c 7 -1 A01 } A4 7 -,F/:? - 7-p:zM A -1 i'S' 12 / \ - CJS VAUL w UA E3 2LU w Lo \ PV B02 501L r0T—�n- for error in Tinaa/LVL design or manufacture. The builder and the truss manufacturer are to review truss plans and verify all di.menaions, dpans, pitches, and quantities before manufacture and shall refer any questions on loading or design to• the engineer of record_ T7 N F w n z w O H m O J)9 uugwq 7- x .c a an vi L] 5 w w m E+ W ] ? V W S_ H U J w O F W a a z u Q O O V) W w L•. N 'I W o r1 Q N o E.• w u F• L r o1 O V w or x w u` F or fk n F w r� O O a m rT T ul u))) ci H bw CT nPw� COe Iu-I vu) o, PIw1•o w v W�sF[ v c�.7 q H xH UJ O O fW v p z �I o;