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1 2 <br /> 23'-0"ROOF OVERALL <br /> B <br /> A B 3 FLAT 4x8 DF#2 HEADER C 26 GA. METAL ROOFING 3'-0" 19'4"BUILDING OVERALL 8" <br /> A-1.1 SD-1 PANELS o/ ICE &WATER <br /> THROUGH WALL HVAC UNIT SHIELD (HT)&5/8" <br /> 4" (R-27.4) RIGID INSUL. SHEATHING-TYP. <br /> (PROVIDE BLKG.)w/ALL JOINTS 2x8 DF#2 OR BETTER <br /> & EDGES SEALED o/ R-15 <br /> UNFACED BATT INSUL. -TYP. RAFTERS @ 24"O.C. <br /> \ _ 2x8 DF#2 OR BETTER <br /> - BLOCKING-TYP. 2 A 1 <br /> 1 I 2 SD-1 A-1.1 SD-1 <br /> 7—— w —T—— SD-1 OPP. 2x8 DF#2 OR BETTER SUB-FASCIA <br /> 1 om <br /> — — - I I - . <br /> 7,-4" — — — — — — — 2x8 DF#2 OR BETTER LOOKOUTS @ 24"O.C. -TYP. 1 L <br /> o Z <br /> T.0. C.M.U. Y <br /> — <br /> / 2x8 DF#2 OR BETTER SIMPSON H1 TIE RAFTERS/ <br /> N FROM MOD LINE @ 16" O.CTw/D3" HSS CAP BEAM -TYP. / \ BLOCKING. -TYP. LOOKOUTS TO WOOD TOP o <br /> (R-21) RIGID INSUL. FULLY GROUTED \ PLATES & BEAMS-TYP. Z <br /> 4" C.M.U. -TYP. Q / � Q <br /> MANUFACTURED U - - - - - - - - - - — U — — — <br /> N STONE WAINSCOT Q Q <br /> �, I w/CAP o/C.M.U. -TYP. U; <br /> ° vim, / SD-1 U) `� Z <br /> 0 0 / O <br /> F_ — — — — — — — — LU 0O <br /> - - - - - - - — — — — O o <br /> W / \\, \ M � � <br /> O / \ _ _ _ \ ICE &WATER SHIELD HT 00 o <br /> 5/8"SHEATHINGILL. ILL. <br /> `� Z <br /> 0D - - <br /> / A-1.1 <br /> ° 0'-01, <br /> N <br /> D oN <br /> ° T.O. SLAB a ° 6 n � CD <br /> z <br /> CV <br /> 4 4 4 O <br /> -1 <br /> N <br /> SD-1MOD LINE CONNECTOR <br /> 3 @ EA. END AND @ 72" 4 <br /> J O.C. MAX., SEE 3/SD-1 & (� <br /> J SD-1 4/SD-1 (TOTAL OF 4) SD-1 <br /> A BUILDING SECTION > o F- 1 <br /> SCALE: 1/2" = 1'-0" � ------- RIDGE --- ------ ------- <br /> — <br /> — <br /> U) <br /> *_0 <br /> o Z m ------- — a <br /> cD z <br /> (2)2x DF#2 OR BETTERLL.L.I <br /> N N <br /> RIDGE RIMS-TYP. <br /> O <br /> A a o- N o r✓i 0 <br /> 1 2 "' — N z z <br /> A-1.1 26 GA. METAL ROOFING O <br /> PANELS o/ ICE &WATER Q U I Q <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHIELD (HT)&5/8" 0 O — L) — — — <br /> SHEATHING-TYP. Q c U <br /> LL N 5 1/2"x 7 1/2" GLU-LAM BEAM <br /> 4" (R-27.4) RIGID INSUL. (PROVIDE BLKG.) j 2x8 DF#2 OR BETTER (BELOW)SLOPPED TO o 0 <br /> w/ALL JOINTS & EDGES SEALED o/R-15 RAFTERS @ 24"O.C. W Of MATCH ROOF SLOPE — V Z o <br /> UNFACED BATT INSUL. -TYP. 0-1 Lu IY o uj ILL] N <br /> ------- — --� —�— 2x8 DF#2 OR BETTER _ Of o <br /> BLOCKING-TYP. Of <br /> w Lu <br /> I m m <br /> 6 I I I I I 5 OPP p w SIMPSON GA2 TIE RAFTERS p <br /> SD-1N M TO WOOD BEAM -TYP. � N Z U <br /> SD-1 i I I I I 2x4 DF#2 OR BETTER p — p <br /> STUDS @ 16"O.C. -TYP. 00 O 00 <br /> 7'-4" N u_ N <br /> \-------_ ----- T.O. C.M.U. Y m 6 0 U; <br /> x � <br /> R-21 KRAFT FACED `� <br /> (CONCESSION SIDE) HSS CAP BEAM -TYP. I <br /> I I I BATT. INSUL. <br /> FULLY GROUTED Q <br /> 2x6 DF#1 STUDS @ 16" O.C. 4" C.M.U. -TYP. L <br /> W/7/16"SHEATHING ONE x. Q N <br /> 9 I I I I I SIDE (BEARING WALL) MANUFACTURED — — — — — — — — — — — — — z <br /> STONE WAINSCOT C I <br /> SD-1 I I I I w/CAP o/C.M.U. -TYP. I U <br /> 2x8 DF#2 OR BETTER SUB-FASCIA <br /> I L= <br /> I I I I 7 <br /> 2 <br /> I SD-1 I I I I I I SD-1 I I I I <br /> 1 <br /> I I I (D <br /> I I I <br /> \ z <br /> ----- I STRUCTURAL ONLY <br /> ' Thls cerliilcation Is for structural design only.All other matters of code Q <br /> APPROVED compliance including but not limited to allowable area,fire resistance,and <br /> 1 I I 1'-0° 2'-0" r-o° r-o° 2'-0" 2'-0° 2'-0° 2'-0" 2'-0° 2'-0° 2'-0° 2'-0' egress are the responsibility of others. _ <br /> I I 0_'-01, By RADG0 a A � <br /> ° a a ° °° ° 23'-0"ROOF m <br /> T.O. SLAB* Department of Housing MOD-1 &MOD 2 <br /> ° ° and wmffityQROFJ T O <br /> ESS/p <br /> r tz <br /> 4 <br /> �O \G . p �l <br /> s —� \———/ � Development approved — <br /> SD-1 �rd party design <br /> ���- 0��� U) <br /> A-B1.1 approval „ 3 T0218 <br /> BUILDING SECTION ROOF FRAMING PLAN � E 09-30-2020 z <br /> Uj <br /> SCALE: 1/2" = 1'-0" APPROVAL EXPRATOSCALE: 1/2" = 1'-0" � U <br /> 1IV <br /> ��- ��� z <br /> DATE DATE <br /> OF CALF O <br /> Apr6.2020 131,2021 0311712020 U <br /> APPROVAL NO. 1 <br /> 141 NOTE: <br /> NTA,Inc.,305 N Oakland Ave <br /> Nappanee,Indiana 46550 <br /> SD SHEET REFERENCED HEREIN CONTAIN PROPRIETARY INFORMATION AND These documents are applicable only to the elements and loading criteria <br /> THEREFORE ARE NOT AN INTEGRAL PART OF THE PLANS. SD SHEETS SHALL BE UTILIZED specifieallyProvided ifyor.These signan aspectsofthecuments shall nn`begnotconted in d Q <br /> way.t specify,certify or design any aspects of the building not contained <br /> herein.Specified design criteria are based solely on information provided by <br /> FOR ENGINEERING PURPOSES AND INTERNAL USE ONLY. he client tindmustbeverifie"id-sind provedbyicai the larecti shaving <br /> jurisdlction.NTA,Inc.is not responsible for fabrication or erection.If it is <br /> suspected that these documents have been modified,substituted or altered <br /> LU <br /> in any way,contact NTA,Inc.at(574)773-7975 to obtain a file copy. <br /> DO NOT SCALE-DIMENSIONS PRESIDE <br /> 24x36 SHEET=SCALE AS NOTED <br /> 11x17 SHEET=NTS <br /> a No. Description Date COPYRIGHT 2020, PUBLIC RESTROOM COMPANY THIS pUBUC <br /> CONSTRUCTION DOCUMENTS PROJECT OWNER: PROJECT NAME AND LOCATION: SHEET TITLE: Drawn by: NS / EVE Job No. 10338B = <br /> MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC RESTROOM Checked b KM <br /> o RESTROOM COMPANY AND SHALL NOT BE y <br /> REPRODUCED, USED, OR DISCLOSED TO OTHERS RCOMPANY CITY of MANTECA NORTHGATE PARK - CONCESSION BUILDING BUILDING SECTIONS & 110,03/16/2020 Building Better Places To Go. Current Date: 03/16/2020 <br /> EXCEPT AS AUTHORIZED BY THE WRITTEN 2587 Business Pkwy,Minden,NV 89423 Manteca, CA Manteca, CA ROOF FRAMING PLAN Q <br /> PERMISSION OF PUBLIC RESTROOM COMPANY Ph:888-888-2060 1 Fax:888-888-1448 Start Date: 02/03/2020 z <br />