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7910 Gall Blvd (2)
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7910 Gall Blvd (2)
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Last modified
3/20/2025 6:52:22 PM
Creation date
2/19/2025 11:50:52 AM
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Building Plans
Street #
7910
Location
Gall Blvd
Contractor
Hawkins Construction Inc
Building Plans - Permit #
8170
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'm� n III f>Rf+�l�!' �1 !'1It��lll��l�� ll�'AR�■I��■w■�1�111D'��r�r <br />SELF-SEALING ASHPALT - <br />SHINGLES OVER 30# FELT OVER <br />518" FIRE -RETARDANT PLYWOOD <br />SCREW (4/PANEL) - <br />TAPE SEALANT <br />CONT. DRIP FLASHING <br />SEE GUTTER DETAIL THIS <br />SHEET FOR MORE INFO <br />SCREW ATTACHMENT @ 18" O.C. - <br />P.T. 2X WOOD NAILER - <br />PRE ENGINEERED TRUSS - <br />RE: STRUCTURAL <br />STUCCO OVER --- <br />DENSGLASS SHEATHING <br />3" VENTED DRIP SCREED <br />FRY DS-75-V-300 <br />1 Eave Detail <br />Scale 3"=l'-W <br />5 Underlayment Detail <br />Scale 1/2"-1'-0" <br />C <br />ROOF TRUSS SYSTEM <br />SCREW (3/PANEL) - RE: STRUCTURAL <br />NOTE: ALL FLASHINGS TO BE <br />CORROSION RESISTANT MTL. <br />W/ 4" MIN_ OVERLAP <br />2 Ridge / Hip Detail <br />Scale 3"=VI <br />BUILDING WALL. SHEATHING <br />OVER FRAMING SHOWN. <br />SOME LOCATIONS WILL HAVE <br />CMU. RE: SECTIONS <br />STUCCO FINISH <br />SLOPE TOP 1" PER FT MIN - <br />EIFS TRIM PROFILE <br />1" 1" <br />2" <br />1 <br />DIMENSION IS FROM OUTSIDE FACE OF FINISH TO -- <br />OUTSIDE FACE OF EIFS. IN AREAS WHERE STONE <br />VENEER IS USED, INCREASE WIDTH OF EIFS AS <br />NEEDED TO PROVIDE SAME DIMENSION FROM <br />OUTSIDE FACE. <br />6Scale EIFS Profile <br />3"=l'-0" <br />- STUCCO OVER DENSGLASS <br />SHEATHING. CHANGE <br />DENSGLASS TO FRT PLYWOOD <br />i <br />BEHIND THE FLASHING <br />CONT CASING BEAD BETWEEN <br />J-MOLD AND FLASHING <br />CONT. COUNTER FLASHING <br />TYPE "B" ATTACH 17 O.C. <br />CONT TYPE "A" FLASHING <br />CONT 2X P.T. NAILER <br />FM <br />CONT HEN (FILL WI BUM) <br />CONT 2X4 NAILER <br />SELF-SEALING ASHPALT SHINGLES <br />OVER 30# FELT <br />UNDERLAYMENT <br />- %" FRT PLYWOOD <br />SHEATHING <br />_ - <br />- WALL <br />r <br />ROOF TRUSS <br />RE: STRUCTURAL <br />NOTE: ALL FLASHINGS TO BE <br />CORROSION RESISTANT MTL. <br />�W/ 4" MIN. OVERLAP <br />3 Wall Abutment Detail <br />Scale 3"1 <br />BUILDING WALL. SHEATHING <br />OVER FRAMING SHOWN. <br />SOME LOCATIONS WILL HAVE <br />CMU. RE: SECTIONS <br />STUCCO FINISH -- <br />SLOPE TOP 1" PER FT MIN y- <br />EIFS TRIM PROFILE - <br />1 <br />2" <br />4" <br />6" <br />1 <br />DIMENSION IS FROM OUTSIDE FACE OF FINISH TO <br />OUTSIDE FACE OF EIFS. IN AREAS WHERE STONE <br />VENEER IS USED, INCREASE WIDTH OF EIFS AS <br />NEEDED TO PROVIDE SAME DIMENSION FROM <br />OUTSIDE FACE. <br />7Scale EIFS Profile <br />3"=l'-0" <br />� <br />o I <br />8" REINF. SMOOTH <br />FACED CMU WALL <br />TO <br />I <br />I <br />�I <br />__ <br />I <br />I <br />I <br />1/4" HEX BOLTS @ 12" <br />O.C. (TYP.) <br />�N <br />3/8" CONTINUOUS BENT _ <br />PLATE (PAINT TO MATCH 21" <br />4 <br />1 <br />WALL) <br />STUCCO FINISH <br />4" MTL. FLASHING <br />PREFINISHED ALUMINUM <br />SCUPPER BOX SECURED <br />BLDG W/ STRAP ANCHORS <br />SCUPPER COLLAR BEYOND <br />PREFINISHED ALUMINUM <br />RAIN LEADER. RE: ROOF <br />PLAN FOR SIZING. <br />2" PREFINISHED ALUMINUM <br />STRAP ANCHORS, PR <br />ONE @ TOP & BOTTOM <br />INTERMEDIATE <br />PROVIDE <br />JOINTS. <br />11 Primary Roof Scupper & Downspout <br />Scale 1"=1'-0" <br />STUCCO OVER <br />SHEATHING - <br />R-19 BATT INSULATION <br />AS REQ'D. <br />WOOD SHIMS <br />AS REQUIRED ---- - <br />SEALANT COLOR TO <br />MATCH MTL. SOFFIT - - - <br />CLEAR ANODIZED <br />ALUMINUM <br />STOREFRONT SYSTEM <br />15SNTSection@Storefront Head <br />APLES PROTOTYPE DETAIL A8-7 <br />RE: TYP PARAPET WALL DETAIL <br />SCUPPER CLEAR OPENING TO BE 8" X 16" <br />PT 2X BLOCKING AS NEEDED <br />RE: ROOF PLAN <br />RE: STRUCTURAL DWGS <br />FOR ROOF FRAMING <br />INFORMATION <br />MASONRY WALL. RE: <br />STRUCTURAL <br />1 � Primary Roof Scupper &Downspout <br />Scale 1"=1'-0" <br />MANUAL PULL-DOWNIff <br />� <br />SUN SHADE. MOUNT TO g" CONT. GRAY SEALANT - <br />BLOCKING ABOVE, NOT <br />STOREFRONT SYSTEM - BASE AS SCHED. SIDEWALK BY' <br />LANDLORD GENERAL <br />SECURITY FILM SEE CONTACTOR FLOORING AS SCHED. <br />SPEC. -FLOORING AS SCHED. <br />FIN, FLR❑ <br />LINE OF WALL BEYOND F.F. FIN FLR. EL. 0-0 o <br />7A.41 �IEL_ <br />16 Section @ Storefront Sill 17 Section @ Entrance Sliding Doors <br />STAPLES PROTOTYPE DETAIL A8-8 STAPLES PROTOTYPE DETAIL A8-5 <br />8S'cale 1"-1'-0" <br />31% x 21% <br />RETURN AIR <br />DUCT OPENING <br />5; " <br />8 <br />I <br />�I <br />WALL ABUTMENT <br />TYPE "A" FLASHING <br />N.T.S. <br />7 8" <br />.I Y <br />i 4 <br />WALL ABUTMENT <br />TYPE "B" FLASHING <br />N.T.S. <br />STUCCO <br />RE: ELEVATIONS <br />FRY REGLET <br />CHANNEL SCREED - <br />PCS-75-75 <br />EXTERIOR WALL <br />RE: PLANS <br />SCREW ATTACHED AS <br />PER MANUFACTURER'S <br />RECOMMENDATION <br />GUTTER STRAP @ 36" <br />(STAGGER 18" FROM <br />SUPPORT. ATTACH WITH <br />SCREWS OR POP RIVETS <br />PROTRUDING RIVET - <br />RECTANGULAR GUTTER. RE: - - SELF SEALING -- <br />ROOF PLAN FOR SIZING '' ASPHALT SHINGLES / <br />ON #30 FELT OVER <br />FM ROLL OVER HANGER @ 36" - 5l8° F.R.T. PLYWOOD ! 1 <br />O.C. STAGGER 18" FROM STRAP <br />0" <br />CONT. CLIP ATT. W/ / <br />SCREWS @ 8" O.C. / <br />SCREW IN WOOD \ <br />BLOCKING @ 18" O.C. \ '� <br />HANGER <br />AS NEEDED N <br />CONT. DRIP - <br />" FLASHING - <br />ti <br />�Y <br />4 Rectangular Gutter Detail <br />Scale 3"1 <br />STUCCO <br />RE: ELEVATIONS <br />SEALANT AS PER <br />MANUFACTURER'S <br />RECOMMENDATION <br />- 2 PIECE FRY REGLET <br />CONTROL SCREED - <br />PCS-75-75 2-PC <br />ALIGN W/ MASONRY <br />CONTROL JOINT OR <br />JOINT IN WALL SHEATHING <br />SCREW ATTACHED AS <br />PER MANUFACTURER'S <br />RECOMMENDATION <br />9 Charinel Screed @ Masonry Control Joint Detail <br />Scale 1"=1'-0" <br />NOTE: <br />TOP OF RTU CURBS SHALL BE LEVEL I <br />SHIM AS REQUIRED. <br />5 z�„ <br />1 3/, �g <br />24x20 DUCT -------- 34„ <br />OPENING <br />(TYPICAL 2)' <br />RETURN AIR SUPPLY AIR 21 Y2" <br />RTU-1, 2, 3, 4 AND 6 <br />14 Detail - Duct RTU Curbs <br />NTS <br />STAPLES PROTOTYPE DETAIL M2-7 <br />-- 30% x 2% <br />SUPPLY AIR <br />DUCT OPENING <br />50 <br />INTERIOR EXTERIOR <br />INTERIOR VESTIBULE WALLS, <br />8" <br />WINDOWS AND DOORS TO BE <br />f KNEE WALL iPROVIDED AS PART OF THE FUTURE <br />L 4 /" 1 L -1" TENANT BUILD OUT <br />KNEEWALL W/ CLEAR ANODIZED <br />ALUMINUM BRAKE METAL TO CLEAR ANODIZED ALUMINUM BRAKE <br />GLASS AS SCHED. METAL 0 MATCH STOREFRONT MATCH STOREFRONT SYSTEM - <br />- SYSTEM - --- -- - - - - <br />\' FACE OF KNEE WALL <br />CLEAR ANODIZED ALUMINUM <br />STOREFRONT SYSTEM - - - <br />4"X4" STEEL TUBE - - - <br />` CLEAR ANODIZED ALUMINUM BRAKE <br />CAULKING CONT ALONG METAL TO MATCH STOREFRONT <br />STOREFRONT SYSTEM -- o SYSTEM - <br />DOOR PATH ON TRACK --- 314" CONDUIT DROPS FOR <br />SECURITY PEDESTALS - - - <br />SEALANT CONT.ALONG <br />STOREFRONT SYSTEM <br />SECURITY FILM. SEE SPEC. - - <br />18 Entry Door Jamb Detail <br />STAPLES PROTOTYPE DETAIL A8-10 <br />RTU-5 <br />409"� <br />.f4. <br />8" <br />19 Entry Corner Post Detail <br />STAPLES PROTOTYPE DETAIL A8-11 <br />EXT, <br />v 4 <br />+7TM:1C11 <br />PRE-SHAI <br />METAL Cl <br />FLASHIN( <br />RECEIVEf <br />SCUPPER <br />CLEAR OP <br />TO BE 8") <br />HEMMED <br />EDGE <br />MASONR` <br />RE:STRU <br />10 Overflow Scupper <br />Scale 1"=l'-0" <br />DVE <br />ETAIL <br />ED <br />- <br />-LINE OF SUPPORT BEHIND WALL <br />-- - - <br />INSTALL 2'-0" WIDE X %' PLYWOOD FULL <br />HT. FOR WALL PROTECTION AT LADDER <br />G` <br />N E <br />HOOP RINGS <br />00 <br />� <br />-- CAGE VERTICALS- (9) SPACES @ 4obFF <br />CAGE CENTER LINE AT LADDER <br />NOTE: <br />COORDINATE LOCATION AND METHOD OF ATTACHMENT WITH FLOOR PLAN E <br />s <br />i <br />BILCO LADDER UP SAFETY POST SEE <br />A301-5 <br />3'-0" TYP. 3" �\ <br />2'-6"x3'-0" INSULATED <br />r <br />ROOF HATCH SEE A301-4 <br />WALKPADS <br />U <br />BOTH SIDES <br />1" ROUNDED EDGE & GRIND SMOOTH <br />GRIND <br />\\ <br />ROOF HATCH FRAMING <br />i <br />E <br />e <br />ffr-1 r" r t rf r r-f r-� r, n r IT <br />$� <br />E <br />II <br />IL <br />U <br />2 1/2 "X 1/2 " STL. L I <br />-1 "x 1/2 " FLAT GRAB BAR WELD TO <br />BRACKET, WELD TO <br />OUTSIDE FACE OF LADDER RAILS (EA. <br />LADDER RAIL & TO CONT. <br />RAJL) <br />STRUCT. STL. MEMBER <br />(TYP EA. SIDE OF RAILS) - <br />O <br />- 21/2 "x 1/2 " BAR LADDER RAILS Liw <br />FACE OF STUD <br />INSTALL 2'-0" WIDE X 51W PLYWOdd FULL E <br />HEIGHT FOR WALL PROTECTION A'JI Q <br />PLAN <br />LADDER. < : <br />VIEW <br />@Uj <br />0 <br />� <br />8" \ <br />Un <br />m Ln <br />BRIDGING FOR LADDER <br />-PAINT LADDER AND CAGE o <br />SUPPORTS AS REQ'D. <br />"P) <br />- 0 o <br />-#6 RE -BAR LADDER RUNGS z ! m <br />_ -- - - <br />W/ABRASIVE OR SERATED STL. 0WALL <br />& BRIDGING ,,- ' <br />(np•) <br />TO BE PROVIDED I <br />- 5/8 'PLYWOOD. AS SCHED. E <br />AS PART OF FUTURE <br />TENANT BUILD OUT I % <br />_ <br />L 4" x 4" x 318" x 2" LONG 00 <br />WITH 5/8 " DIA. EXPANSION <br />1/4" - - <br />ANCHOR (TYP) a <br />co _ <br />FIN. FLR. <br />NOTE: <br />CAGE MAY NOT BE REQUIRED. DEPENDING ON <br />HEIGHT OF THE STRUCTURE. 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