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HomeMy WebLinkAboutA A-302 L N M r y M a J G 6" R-19 VINYL FACED INSULATION BATTS EGRES RS RIGID FRAME ANCHOR BOLTS PER € CIO POOL BASIN EXTENDS B S UCTU L EN INEERING APPROXIMATELY 12"ABOVE 24 GAUGE STANDING SEAM ROOF PANELS aEn ILDING ADJACENT IN-FILL SLAB PER APPROVED BUILDING MANUFACTURER'S o s ~ rl 1 MAN FACTU ER SPECIFICATIONS L m g E 3'-6" - - 3'-6" 2' ENGINEERED SHOP DRAWINGS L o NEW 6"THICK CONCRETE SLAB AND REINFORCING PERSTRUCTURAL \ / rrTrr 12 9 SMO TH SEAr7l ED ENGINEERING DRAWINGS _ � ' r 126 L E U FINISH FLOOR y _ `� � :,�:�`�::y� _ — — — — — - - --•- _ _ - - --•--b;-:='- '�::�:- � _�;�: -_::_._ ...:.•.•�:�<:�_:.:� (ry� EL. 0'-0" A.F.F. � � .� � � m - - - ..- Z_- .' a,.z a ..; r .in - - __ .:` J��; i a .Y::' •- ::a:� _ - li o U7 N cri � et') c0 1� o] 12"x12"THICKENED EDGE AROUND \\ ' r a f \ \ \ .� �- " f- \ \ \ \ \ O PERIMETER OF DIP POOL PER /\ \/\/\/ _ : F:-Tj>_, \� STRUCTURAL SPECIFICATIONS /\\/ /\\/i`'Y\\� \\/ Y /\\/\\/ \ ` ' \\/\\/\\/\\/\\/\\/\ O // // / // // // h // // // / // / e` // // // // // // CONTINUOUS METAL \\\ \\\\\\\\\�\\ \\\ _ \ \\ \\ \\ \\ \\ :- a: \ \ ATES "LEAVE OUT"SLAB AROUND // / // // // // / /.`' \ \� \ \//\ l \ry��LE OF REPOSE -------------------- GUTTERS AND RAIN LEADERS U P 1�� PERIMETER OF DIP POOL /�//\//\ //\// \/" ` //\// //\//\//\//\ = '_ ''_r, \//\ \NATION -- O� O �'S' \/`x/\/\/ / / /�\ \ \ \ O N `�d DASHED LINE INDICATES r /\/\\/\\/ \\ / /\\/\\/ '.: �` ?: e:. =�i::` :='' \\/\\/\\/\ APPROXIMATE ANGLE OF REPOSE24 . - .�F , :Y>F • - \ \ \ :s-=..).:;;_;b . -k'`r^= ;,., °:ss'F:"` \ \ \ C/3 Q FOR FUTURE EXCAVATION 0 1r W_ LI W TRANSLUCENT WALL PANELS �U / / / / / / / / / / / / / / / / / / / / / / / / / / / .�_.., 'c Y� ��.: / / / TO MATCH EXISTING -: . . ....:. . O �g 5 26 GAUGE EXPOSED FASTENER � — / \//\//\/ /\ \ METAL WALL PANEL SYSTEMS O �, Ll � �/�/\ FUTURE POOL BASIN AND EQUIPMENT \ '\\ '\\ \\ \\/�\/�\/�\/�\/r CONCRETE FOUNDATIONS RIGID STRUCTURAL FRAME PER MONORAIL CRANE RAILS & SUPPORTS BY LICENSED POOL CONTRACTOR PER STRUCTURAL UNDER SEPERATE PERMIT ENGINEERING DRAWINGS STEEL WIND GERTS PER BUILDING APPROVED BUILDING FIXED TO RIGID FRAMES PER CRANE Digitally signed by Brent A. HELICAL PILE FOUNDATIONS MANUFACTURER SPECIFICATIONS MANUFACTURER'S ENGINEERED MANUFACTURER SPECIFICATIONS Wood PER STRUCTURAL SHOP DRAWINGS �, Brent A.DN:cn=Brent A.Wood, o=Brent A.Wood Archit ture,ILLIC., ENGINEERING DRAWINGS ou=Aecitecture, 3"R-10 VINYL FACED J ` w ,OO� em Architecture, V\V/ email=Brick@bawoodarch. INSULATION BATTS com,c=US RIGID FRAME STRUCTURAL COLUMNS BY Date:2021.05.0816:04:07 METAL BUILDING MANUFACTURER -04'00' II II m PARTIAL BUILDING SECTION TH RU DIP POOL LEAVE-OUT CONTINUOUS STEEL CLOSURE , _ SCALE: 3/8" = V-0" A-3.02 STRIP AT BASE OF WALL PANELS A-5.01 C!3 ^ 5 24 GAUGE STANDING _ O A-5.01 SEAM ROOF PANELS HEAVY GA STEEL JOIST FRAMED SHED ROOF, w O 12 I ATTACHMENT PER STRUCTURAL DRAIWNGS A 0 CONTINUOUS METAL 1 o I Lq GUTTERS AND RAIN LEADERS CONTINUOUS CONCRETE TIE-BEAM PER m L N 16" O C. I _ C.I.P.TIE-BEAM w x 12 STEEL JOISTS @5- - - - - - - - - - - - CI II @ EL. ±1 V-8"A.F.F. rA x UL FINISH FLOOR _ 24 GAUGE STANDING SEAM ROOF PANELS VIP i.61' - - - - - - - - 1 _ EL. _10'4" A.F.F. _ _ _ - -�:r:' �.�'��':-�-.��. •-1� AND EAVE CLOSURE COMPONENTS :ems.:r. 26 GAUGE EXPOSED FASTENER - ` '' = I cli O N RIGID STRUCTURAL FRAME PER METAL WALL PANEL SYSTEMS 2 H UR RA D CEI ING PE UL _ _ _ _ _ _ _ _ _ MASONRY BOND BEAM a a) �j �-`� Z W APPROVED BUILDING MANUFACTURER'S I ASSEM LY"P 5 1"ON S EET A- .02 @ EL. 8'-8"A.F.F. w to 6" R-19 VINYL FACED INSULATION BATTS CONTINUOUS STEEL CLOSURE M w o a� ENGINEERED SHOP DRAWINGS STRIP AT BASE OF WALL PANELS I CMU WALLS PAINTED ON Q h�--I �j 03 N F- INTERIOR FACES TYPICAL RIGID FRAME STRUCTURAL COLUMNS BY I - I I - ROLL-UP METAL BUILDING MANUFACTURER I PAIN ED CM W LLS BE OND DOOR I I t: STEEL ROOF PURLINS PER BUILDING i ELECT C MANUFACTURER SPECIFICATIONS R OM 26 GAUGE EXPOSED FASTENER I 2 HOUR RATED CMU WALLS PERUL _ METAL WALL PANEL SYSTEMS SMOOTH PAINTED STUCCO FINISH I I ASSEMBLY"U 906"ON SHEET A-5.02 OVER REINFORCED CMU WALLS STEEL WIND GERTS PER BUILDING MANUFACTURER SPECIFICATIONS CONTINUOUS WEEP SCREEP AT BASE OF STUCCO FINISH TRANSLUCENT WALL PANELS PAINT EXPOSED PORTIONS SMOOTH SEALED I CO CRETE FLOOR I CONCRETE FLOOR C- TO MATCH EXISTING OF FOUNDATION Z3 AL FINISH FLOOR =.: _ FINISH FLOOR n n L r rl :��-. .� �Y!-:t'-�,—is=�,.-ri^.?.."`t._.-'.r::%���, �..r--+�....-. � Ji-. --+T_-r�.-�i r— ':�-�_ - _ ---e�:. ...,-: "` _ 2- .. - - _••-__ -ter_ - _ rn EL. 0-0 A.F.F. ❖ _ - -r- = : ; -T . ._. - -T ._: - .: z• T-: :: ' =. 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MANUFACTURER'S ENGINEERED SHOP DRAWINGS @ EL. ±19-8 A.F.F. co ILL 3" R-10 VINYL FACED INSULATION BATTS _ _ _ _ _ UNDERSIDE OF RIGID FRAME @ EL. ±17'-6" A.F.F. O MOTORIZED IMPACT RATED ROLL-UP DOOR • (J) ASSEMBLY-SEE PLANS&DOOR SCHEDULE FOR STEEL WIND GERTS PER BUILDING MANUFACTURER& PRODUCT APPROVAL DATA MANUFACTURER SPECIFICATIONS RIGID STRUCTURAL FRAME PER CIO APPROVED BUILDING MANUFACTURER'S (- ENGINEERED SHOP DRAWINGS x METHOD OF DOOR/TRACK ATTACHEMENT PER PARTIAL BUILDING SECTION TH RU ELECTRIC ROOM 2 w CURRENT PRODUCT APPROVAL REQUIREMENTS RIGID FRAME STRUCTURAL COLUMNS BY Q) METAL BUILDING MANUFACTURER SCALE: 3/8" = V-0' ��02 W i I 4-1 ZOPEN TO CD BEYOND 7 O c� 00 mco U L � U GUARD RAILING POSTS AND RAILS > SPACED TO REJECT 22"SPHERE m LO `o a) � tL POWDER COATED GUARDRAILS BOTH ° EMBEDDED STEEL CORNER PROTECTION ALONG DASHED LINES INDICATE APPROXIMATE SIDES OF DECLINED TRUCKWELL NEW 6"THICK CONCRETE SLAB AND REINFORCING EXPOSED EDGE OF SLAB AT TRUCK WELL SURFACE OF PAVEMENT BEYOND PER STRUCTURAL ENGINEERING DRAWINGS -- NEW 6"THICK CONCRETE SLAB AND REINFORCING Z Z O PER STRUCTURAL ENGINEERING DRAWINGS WITH _ RAISED CURB AT TRUCK WELL ~ MEDIUM BROOM FINISH ATEXTERIORSLABS - _ SIDES WITH GUARD RAILING Q NEW PAVING AT RECIEVEING AREA Q Al.GN PER CIVIL SPECIFICATIONS FINISH FLOOR SLOPE AWAY @ 11 OL a R 1 -0 MIN .:•-.....-t ...-. •.• - - . . .-. .—,_ �- .r —. . . - - - - -.:'- - - - —- -- -- - -- — — — — _ - - - - _ - - - - - - - L. 0-0 A.F.F. 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ND.P.LUMRI \ \ \ \ \Nv/ \ \ \ \ \ - - - - -_ - -.• - --- - - -.::-:.Y :i':{:j4 -ice:--�-.'1:: :-=,:•- r-:••! _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ // // / // // // // // / / r '--r.-:-.>=_:::-_�.�:-_ r:-•.,-- :-;--- -._-,- r- - / / / / // / / / / / / // / / / / // // // // // // // // // // // // // // // // // // // // // // // // // // // // // / //� \ \ \ \ \ \ \ \ \ \ \ \\ \,\ \ ,- - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ - \ \ \ \ \ \ \ \ \ \ CONCRETE FOUNDATIONS AND \ \ = s:r'.-= \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ // // // // // // // / // // / // =, . - ::. .•- '--•/ � / {� /� / // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // / // // // // // // // // \\ \\ \\ \\ \\ \\ \\ \\ \\ \\� REINFORCED CMU RETAINING \ s: �.' \\ \\ \ \ \> � \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \/\ \ \ \ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\j\� PER STRUCTURAL m // // // // //\// WALLS PER STRUCTURAL / // - - , � ,�/� / / / / ENGINEERING DRAWINGS \\\\\\\\\\\\\\/\\ ENGINEERING DRAWINGS '� \\ \\\\\ \ \ \ \ \\`\\\"\\`\\`\\`\\\ \\`\\`\\\"\\`\\`\\ \\\`\\`\\\\\`\ \ \\\\\\\\ \\ \ \ \ \ \\\\\\\\ \ \\\\\\\\\\\\\\\ Q / //�/�• ///////// / / / / / / / / / / / / / / / / / / / / 4� H \\\\\\\\/x\, \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ i\\\r\\\,\\\,�\\.\\.\\ N nnrz PARTIAL BUILDING SECTION THRU DECLINED TRUCK WELL o : 9 ° 3 Cam} N ti r Q SCALE: 3/8" = 1'-0" ��02 L Z N m p 0 N i2 i2