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835 Atlantic Blvd COMM18-0023 Stucco to Siding©m ,I= A Ia bLALt: 1/4"= 1'-U" 117/ 1 1 OFFICE COPY REVISION BP# DATE- / SIGNED AUG 232019 Buitdi D Cit n(� orip . 41, DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. n ❑❑ V ❑ Z El El ❑ M M N N WM J m J LL W LLQ �U Z Q M CA Imo. OU-) W 00 Z O Lo C14 Z0 CZ> G W M -c O c!) L a to �- 101 r 0 o (` t', co 1 m 00 r > CD U C N L.L.~ 1= _0 N CV CV cOEOMOC)Vt� Di "�» a LL.LL 2 DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A-2 0 M M N N WM J m J LL t� �U Z Q Q W Imo. F' U C) QLO U F-- Z U co F Q z _0 N m 2 O z O O Z O_ w w O � w w � w w w w _H Q N r C>D O W W 0 o Z DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A-2 2 31 PAINTED STEEL L LINTEL EACH SIDE OF WALL, SEE tTRUCTURAL GRAVITY DAMPERS, SEE MECHANICAL - THE FIRST LAYER OF THE VAPOR PERMEABLE MEMBRANE SHALL BE THE AIR BARRIER SYSTEM (i.e. ONE COMPONENT FLUID -APPLIED, VAPOR PERMEABLE, AIR/WATER-RESISTIVE BARRIER APPROVED FOR SECONDARY MOISTURE PROTECTION). THE AIR BARRIER SYSTEM INSTALLATION SHALL BE COMPLETE TO SEAL PENETRATIONS (i.e. UTILIZING WRAP CAP SCREWS & NAILS, & FLASHING TAPE), LAP & TAPE JOINTS AND CAULKED AT WINDOW AND DOOR OPENINGS PER THE RECOMMENDATIONS OF THE WRAP MANUFACTURER AND THE AIR BARRIER ASSOCIATION OF AMERICA. THE SECOND LAYER SHALL BE OFFSET ASPHALT SATURATED KRAFT BUILDING PAPER WITH A DRAINAGE PLANE (GRADE D MIN - i.e. AMICO TILATH) INSTALL AIR BARRIER SYSTEM PRIOR TO THE INSTALLATION OF WINDOWS AND DOORS; VERIFY WITH AIR BARRIER MANUFACTURER AIR BARRIER SYSTEM SHALL INCLUDE A WATER - PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER THE UNDERLAYMENT SYSTEM SHALL BE A COMPLETE SYSTEM THAT HAS BEEN APPROVED BY THE STUCCO SUPPLIER AND NOT A SERIES OF COMPONENTS ARCHITECTURAL ROOF SHINGLES HARDIE LAP SIDING - 4" SMOOTH HARDIE TRIM�� SMOOTH HARDIE TRIM - STUCCO OVER EXISTING CMU EF -4 EF -3 4" SMOOTH HARDIE TRIM PAINT SPLIT FACE MASONRY WALL A WEST ELEVATION SCALE: 1/4"= V-0" 2A B FASTENERS: METAL PLATES, CONNECTORS, SCREWS, BOLTS, AND NAILS SHALL BE STAINLESS STEEL, HOT DIPPED GALVANIZED AFTER THE FASTENER OR CONNECTOR IS FABRICATED TO FORM A ZINC COATING NOT LESS THAN 1 OUNCE PER SQUARE FOOT OR HOT DIPPED GALVANIZED COATED WITH A MINIMUM OF 1.8 OUNCE PER SQUARE FOOT OF STEEL (FRC 605.1.2.3) INSTALL STUCCO SYSTEM PER MANUFACTURER'S SPECIFICATIONS & ASTM STANDARDS; PROVIDE UNDER- LAYMENT BARRIERS, CONTROL JOINTS, CASING BEADS, WEEP SCREEDS, CORNER AIDS AND OTHER ACCESSORIES AS REQUIRED BY THE STUCCO MANUFACTURER 12 4 PAINT SPLIT FACE MASONRY WALL 6" SMOOTH HARDIE TRIM 7" OSU NAR DIE TRUSS BEARING ELEV. 128'-8" 8" SMOOTH HARDIE TRIM - 6" SMOOTH HARDIE TRIM - 7" EXPOSURE ARCHITECTURAL ROOF SHINGLES C 12 4�j SMOOTH —�- HARDIBOARD TRIM O I 't a SIGN LOCATION PROVIDE BLOCKING AS REQUIRED, TYP. u ARCHITECTU SHINGLES ROOF USS BEARING EV. 128'-8" USS BEARING El ❑ EV. 00 USS BEARING EV. 1 10'- 3" W FIN FLOOR ELEV. 100'-0" NORTH ELEVATION SCALE: 1/4"= V-0" A 'ICE COP VISED i ''6' 1 AUG 2 3 2019 I IA)Building Department City of Atlantic 1 ewc ,, F, DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. B C n Q El El ❑ Q 00 mLLm eco i -..-,_ W W M �. Z 0 0 w — rY O �y L U (� o 0 0 2z LID c Z� �ca M (Q U 4,. .----- (j U)U © W U v Y © ce ' 0 0 0 � W= QZ500 U <( 00'gtr �O�r 0 c,3o 0 E U ❑ Z El El ❑ M M CN mLLm < W M W Z 0 0 w — rY O �y L U (� o 0 0 2z LID c Z� �ca M O to 4 U a U)U © °o W c/j 0 a �.. mor 8Z 0 © ce ' 0 0 0 05 0 c C W= QZ500 000 BUJ © 2U O�/ L.L. 00'gtr �O�r 0 c,3o o 00 °m DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A�2 ■ 1 �M M M CN mLLm < VU W Z Q W rY J F-- Q m U — V V LOZ MZ �a U) Q z 0 F5 °m F- 0 z c/) z O 0 co O U W J Z O U U) W O w w w w J W F- N V_ °p F- F- O F - W W = M O Z r DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A�2 ■ 1 r ❑❑ � r SPRAY FOAIA INSULATION (R-19) EQUAL TO � O U) BAYSEAL OPEN -CELL SPRAY -APPLIED URETHANE V - FOAM W/DC315 INTUMESCENT COATING Q - F- (ALTERNATIVE BARRIER SYSTEM & IGNITION W Z< STE ER 377 ppe x �Z cLo 12 0 ARCHITECTURAL ROOF SHINGLES 4 mN OVER ICE & WATER SHIELD Ll.J M 0 U) < 2 u- ROOF SHEATHING. - 'C -.d � 0z WO D TRUSSES cc C/) 0 Q +r - @ 2'-0" 0. C. STOP OF PLATE Q-00 aiEQ D ELEV. 10'-3" 'a c,3 co SOW D a F- m 0 0 1-0-0 0 0 - - ------- M- 0) 0) - - ----------------------- 1 -- O I - ----- P.T. 1 x6 FASCIA _Z Z O 1 _0 UO C) U LU W U) 5/8" GYP. BD. F- c/) 2x4 SPF #2 SUB -FASCIA Z I C�ILINGI VINYL SOFFIT I I 1x4 TRIM I L ------------------ i I I I STUCCO ON LATHLA{Y W H' O � r N a0 I I I I I I IN (ACOUSTICAL---/+ ON MOISTURE O CEILINGI PANEL SYSTEM BARRIER O Z •- SUSPENDED FROM JOISTS DENSGLASS ON LLI STRUCTURAL SHEATHING j a_ LL- �0 0 I 0O I G�PSUM BOARD I I I 2x4 STUCCO BAND 2X16 STI DS @ 16" O.C. W/ � W/ SLOPED TOP R 19 ATT INSULATION I I I I I I I I II II P.T. 2X61 PLATE PER STf UCTy RAL DRAWINGS 6" �6" CbNCRETE CURB STUCCO 00 CREEWEED9" DUM�ELL WATERSTOP N CONT'S.I SLOPE GRADE AWAY FROM�_ BUILDING, CONCRETE SLAB WITH WWF SEE CIVIL DRAWINGS (SEE STRUCTURAL) TOP OF SLAB I I I 0110 PdLYETHYLENE 2 MEMBRANE j� C01MPAC1TED SUBGRADE-- - ----------------� FTG -SEE S -SHEETS I I FOR DETAILS & SPECS I I I I --------------- L ------------------------- I I - --WALL WALLSECTION 2A SCALE: 3/4"= V-0" TRUSS BEARING ELEV. 1 12'-3" TOP OF PLATE_ ELEV._1 10'-3" EXISTING CMU WALL--, PROVIDE ADDITIONAL 4" CONCRETE TOPPING SLAB IN MECHANICAL EQUIPMENT ROOM FIN FLOOR - ELEV. 100'-0" 3 1 FOUNDATION BASEOF WALL I , i i I PROVIDE EZ LINER PANEL PANELS ON TUNNEL CEILING (PANELS RUNNING PARALLEL WITH TRUSSES); PROVIDE 2x4 BLOCKING @ 24" O.C. MAX BETWEEN TRUSSES; INSTALL LINERS FOR WET ENVIRONMENTS; PROVIDE ALL ACCESSORIES & TRIM PIECES FOR WATERTIGHT INSTALLATION i o I I� REMOVE & REPLACE EXISTING CONCRETE SLAB AS REQUIRED FOR NEW CAR WASH EQUIPMENT AND FLOOR SLOPE---\ i� BUILDING SECTION 3A SCALE: 1/4"= V-011 STUCCO DETAILS SCALE: NICINE 3 3A P OVIDE CONT( UOUS g" TYPE "x" GYP BOARD CILOSURE PANE ABOVE THE ENTIRE OFFICE I i i � , I l I—PROVIDE CONTINUOUS 8" TYPE "X" GYP BOARD 1 , CLOSURE PANEL ABOVE ' { THE ENTIRE OFFICE i I o 00 \� I I/-T�HARDIE LAP SIDING ON UNDERLAYMENT I OVER 1/2" DENS -GLASS ON SHEATHING. \ 1 SEE STRUCTURAL FOR SHEATHING ATTACHMENT ATTERN. II I I I -RESISTIVE BARRIER 'ER ASTM C1063 D SCRATCH COAT BROWN COAT ) FINISH COAT WEEP SCREED LASHING ROOF FI FINISHES CLOSED BACKER & ELAS1 SEALANT CASING C TOP OF WALL SPRAY FOAM INSULATION (R-19) EQUAL TO BAYSEAL OPEN -CELL SPRAY -APPLIED URETHANE FOAM W/DC315 INTUMESCENT COATING (ALTERNATIVE BARRIER SYSTEM & IGNITION SYSTEM PER AC 377, Appendix X). EXTEND VERTICALLY TO CREATE A COMPLETE THERMAL BARRIER A-3.3 ULTRAPLY WHITE TPO SINGLE PLY MEMBRANE ROOF (60 MIL) ON R-20 RIGID INSULATION (LTTR) OVER STRUCTURAL DECK, PROVIDE TAPERED INSULATION BOARDS OR SLOPE TOP CHORD OF TRUSSES TO ACHIEVE POSITIVE DRAINAGE -71 I 7 \7 1 A IB I C 3'-6" T CONTROL JOINT SHEATHING TYVEK WATER -RESISTIVE BARRIER SHEET LATH PER ASTM C1063 CONTROL JOINT STUCCO SCRATCH COAT STUCCO BROWN COAT STUCCO FINISH COAT PRE-ENGINEERED WOOD 3C A-3.3 ARCHITECTURAL ROOF SHINGLES OVER GRACE ICE & WATER SHIELD UNDE YM T OV PL D S ATHING 1 2� FIRE RETARDANT EXTERIOR GRADE ' + PLYWOOD ROOF SHEATHING I 3'X3" EFIS STUCCO BAND BETWEEN BRACKETS TRUSS_ BEARING_ ELEV. 128'-8" 3" PVC SCREEN VENT (CONT.) PAINTED MOLDED POLYURETHANE BRACKET 21'-4" I 3'-6" STUCCO OVER EPS BANDS 2x6 STUD WALL FRAMING, SEE STRUCTURAL I � i 1 HARDIE LAP SIDING ON UNDERLAYMENT OVER 1/2" DENS -GLASS ON SHEATHING. i SEE STRUCTURAL FOR SHEATHING II ATTACHMENT PATTERN. I I - FLASHING & METAL I COUNTER FLASHING ,2 i TRUSS BEARING I ELEV. 110'-,3 ' II I I � I 8- OFFIC COP � II 0 II CD i I I I I __I rAl 1 B REVISED i II I II FIN _FLOORLj— _ ELEV. 100'-0" LF ------ -------I I I ---- - — -- — -- — -- -- — -- — -- — -- — - - AUG ? 3 201r, "llilding Department City of Atlantic, {_ ch, Fill DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS, THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. Ill Q 00 Q 0 r-1 ❑❑ � r M CN � O U) Q V - m Q Q - F- r> W Z< W ❑❑ (j ❑ Z ❑❑ ❑ M CN U U) Co V - m Q W r> W Z< W �Z cLo W (' 0 0 Z> Z mN ZO Ll.J M 0 U) < 2 u- Q U) U 'C -.d � 0z a cc C/) 0 Q +r © Q-00 aiEQ D � o 'qt '4r -1"" 'a c,3 co SOW D a F- m 0 0 1-0-0 0 0 Q M- 0) 0) LL LL DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A-3.21 UM W M CN U) Co V - m Q UU W Z< W <m I— a U 0 < U L0F" M 00 z U a c� 0 D Q O I - _Z Z O _0 UO C) U LU W U) O - F- c/) Z I Ix m J H. W H' O � r N a0 F- W O 2 0 O Z •- DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A-3.21 ©I A I B I c _I v WALL SECTION SCALE: 3/4"= 1'-0" A 3A D TRVSSE,5 _ 0 5/8" GYP. BD. CEILING LAY IN ACOUSTICAL CEILING PANEL SYSTEM SUSPENDED FROM JOISTS 1/2" GYPSUM BOARD 2X6 STUDS @ 16" O.C. W/ R-19 BATT INSULATION P.T.2X6 PLATE PER STRUCTURAL DRAWINGS 6"x6" CONCRETE CURB- 9" URB-9" DUMBELL WATERSTOP - CONT'S. CONCRETE SLAB WITH WWF - (SEE STRUCTURAL) I I I I I I I I I I I I I I I I I I I I I I I I I I ULTRAPLY WHITE TPO SINGLE PLY MEMBRANE ROOF (60 MIL) ON R-20 RIGID INSULATION (LTTR) OVER STRUCTURAL DECK, PROVIDE TAPERED INSULATION BOARDS OR SLOPE TOP CHORD OF TRUSSES TO ACHIEVE POSITIVE DRAINAGE RA FOAM INSULATION (R-19) EQUA 0 BA EA OPEN -CELL SPRAY -APPLIED R THANE FOAM / 315 INTUMESCENT COATING (ALTER TIV BARRIER SYSTEM & IGNITIO SYSTEM P A 377, Appendix X). w Q n Li_ 0 n 0 TOP OF PLATE ELEV. 110'- 3 AI�QD TRUSSES HARDIBOARD SOFFIT 1 x4 TRIM HARDIE LAP SIDING ON UNDERLAYMENT OVER 1/2" DENS -GLASS ON SHEATHING, SEE STRUCTURAL FOR SHEATHING ATTACHMENT PATTERN. t STUCCO WEEP SCREED SLOPE SIDEWALK AWAY FROM BUILDING, SEE CIVIL DRAWINGS TOP OF SLAB `-.010 POLYETHYLENE MEMBRANE I I �_COMPACTED SUBGRADE --- -1- �FTG-SEE S -SHEETS FOR DETAILS & SPECS I I I I I I L--------- J WALL SECTION SCALE: 3/4"= V-0" B I I I I I I r— — — — — — — — — — — — — — — — —/ — — — — — \— — — — — — — — — — — — — ----- I - I I L-- - - - -- - -- - -- - --- - - - - - - - - - - - - - - - - --------- - -- WALL WALL SECTION SCALE: 3/4"= 1'-0" c 3C REVISE® z At'0232019 Building DepartMent City Of Atlantic Searh, DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT. n ❑❑ (j ❑ Z o co El ❑ M ¢ r V / W r> W Z QW O D CL ry O cy W (,� o GZodN Lo M z0 W M �� O cn u- Q • 9 (n U V 2 Cl) m (a. 49) h- U 4- Ncm to _Z _o Q co co ami W m .> 0 0 cc) U Q Lo �o�d• N N N vcvca ❑❑ (j ❑ Z W El ❑ M ( r W r> W Z QW O D CL ry O cy W (,� o GZodN Lo M z0 W M �� O cn u- Q • 9 (n U 06 W Cl) m (a. 49) h- oma0 >a� 4- Ncm to _Z _o Q co co ami W m .> 0 0 cc) 0 U © _ �. Lo �o�d• N N N vcvca SOW— OQ r, moo0moo00 1-ov 2 DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A-3.3 1 W � > M u- VU Z QW Q D CL ry Jm Q— U U Lo M �- Z U 00 J H Q _Z _o m 2 0 Z_ 0 O Z O ZF- O U W Cn W W W W J J Q I-- W I- Q ' N r O F- W O W 2 U) O Z �- DRAWN BY: CAS CHECKED BY: CAS DATE: 09-10-18 SHEET A-3.3 1