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HomeMy WebLinkAbout7344 Gall Blvd (2)Heartland Dental - Ze P h y rhills, FL Exterior Tenant Improvements PROJECT NOTES 6ENERAL NOTES: I. DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. SUBMIT ANY D15GREPANGIE5 TO THE ARCHITECT FOR CLARIFICATION 2. ALL WORK SHALL BE IN COMPLIANCE WITH THE STANDARD BUILDIN6 REG06NIZED INDUSTRY STANDARDS, CRAFTSMANSHIP STANDARDS IN THE AREA, ALL MANUFACTURER RECOMMENDATIONS, AND ALL OTHER APPLICABLE CODES 3. PROVIDE AGGE551BILITY FOR THE PHYSICALLY HANDICAPPED GONFORMIN6 TO THE AMERICANS WITH DISABILITIES ACT OF 2010, TO THE BEST OF OUR KNOWLEDGE, THIS BUILDING HAS BEEN DE516NED IN ACCORDANCE WITH THE 2012 IBG AND THE RULES AND RE6ULATION5 OF NEW CONSTRUCTION PER ADA 4. THE GONTRAGTOR(5) SHALL BE RESPONSIBLE FOR BUILDIN6 THI5 PROJECT IN ACCORDANCE WITH THE DRANINC75 AND SPECIFICATIONS UNLESS A WRITTEN NOTIFICATION FROM THE OWNER OR ARCHITECT TO THE CONTRARY 15 REGEIVED 5. THE ARCHITECT DOES NOT GUARANTEE THE PERFORMANCE OF THE PROJECT IN ANY RESPECT OTHER THAN THAT OUR ARCHITECTURAL WORK AND JUDGEMENT RENDERED MEETS THE STANDARDS OF CARE OF OUR PROFE55ION 6. THE LOCATION OF THE EXISTIN6 UTILITIES AND STRUCTURES 5HOWN HEREON ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND ACTUAL LOCATION OF SUCH, WHETHER 5HOWN HEREON OR NOT, PRIOR TO ANY EXCAVATION. ANY DAMAGES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR 7. THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND SHORIN6 FOR ALL WORK DURING THE CONSTRUCTION PERIOD. 8. PROVIDE J-MOLDS AND CORNER BEADS AT THE ED6E5 OF ALL EIF5 SYSTEMS AND 6YP5UM BOARD. g. ALL METAL STUD GAUGE DE516N SHALL BE A5 REOUIRED BY PERFORMANCE AND A5 INDICATED IN THE DRAWINGS. 10. PROVIDE SEPARATION BETWEEN ALL D1551MILAR METALS INCLUDING 5GREW5, NAILS AND OTHER FA5TENIN6 DEVIGE5 11. WHERE MATERIAL FASTENERS ARE NOT INDICATED, PROVIDE A5 SPECIFIED BY THE MATERIAL MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES 12. ALL WALL5 TO BE ANCHORED BY POWER ACTUATED FASTENERS 15. ALL WOOD THAT 15 IN DIRECT CONTACT WITH CEMENT, MASONRY OR EARTH SHALL BE PRESSURE TREATE 14. BUILDIN6 516NA6E 15 TO BE PERMITTED UNDER SEPARATE COVER JOI NT5 AND SEALANT NOTES I. PROVIDE CONTINUOUS WATERPROOFING SILICONE BASED SEALANT AND BACKER ROD AT ALL STOREFRONT AND MASONRY JUN6TION5 AND TERMINATION5. SEALANT SHALL MATCH STOREFRONT 2. PROVIDE CONTINUOUS SEALANT AND BACKER ROD AT ALL JUNCTIONS BETWEEN DISSIMILAR MATERIALS, I.E. BRICK TO EIF5 ETG. DOW/GORNIN6 #-IQO 3. THE METAL ED6E 5EGUREMENT, EXCEPT 6UTTER, SHALL BE INSTALLED AS TESTED IN ACCORDANCE WITH M05T CURRENT VERSION OF THE AN51/5PRI EX-1, AMERICAN NATIONAL STANDARD FOR EDGE SYSTEMS USED WITH LOW -SLOPE ROOFIN6 5Y5TEM5 4. PROVIDE 5TANDIN6 SEAM JOINTS AT ALL COPING 5LIGE5 FOR THERMAL EXPANSION. ALL SEAMS SHALL BE SEALED WITH DONCORNIN6 #7g5 TYP. 5. PROVIDE GLO5URE END GAPS AND GO DE6REE TRANSITIONS AT ALL EXPAN51ON JOINTS AND END WALL GAPS AT 6RAVEL5TOP5, TYP. 6. ANCHOR ALL PRE554)RE TREATED WOOD BLOGKIN6 AT TOP OF MASONRY WALL5 UNDER COPIN6 WITH 3/8" DIA. HOT DIPPED 6ALVANIZED ANGHOR5 AT 56" O.G. 7. ALL EXTERIOR JOINTS IN THE BUILDIN6 ENVELOPE THAT ARE 5OURGE-5 OF AIR LEAKS SHALL BE CAULKED, 6A5KETED, WEATHER STRIPPED, OR OTHERWISE SEALED IN ACCORDANCE WITH 5PECIFIGATION5 8. PROVIDE CONTROL JOINTS IN 6YP5UM BOARD PER ASTM G-840 AND 6A-216-10 7344 Gall Boulevard ephyrhills, Florida 33541 ENLAP6ED PARTIAL ROOF PLAN EXI5TIN6 ROOF EPDM ROOF MEMBRANE TO REMAIN 7 LINE OF SHELL PLAN BELOW 1 I I I I -- --S— — — — — — — I II 11 11 I II 11 11 I --JL------JJ LJL--------- BRICK VENEER, ROOF MEM AND ROOF FLA5HIN6 TO REMAIN. _ 24'-9' RENOVATION FLOOR PLAN J I I TERMINATE ALU( OBONI) ALUMINUM PANEL5 AT IN510E CORNER HERE ------------- l _ 1 -------------- ALUGOBOND ALUMINUM PANELS ATTACHED 7 TO FACE OF BRICK VENEER, 5EE EXTERIOR A501 ELEVATIONS ON A201 AND REFERENCED 0P, DETAILS ON A301 51M. 2 A201 I BRICK VENEER, ROOF MEMBRANE AND ROOF FLA5HIN6 TO REMAIN. GRO55 HATCHED AREA REPRE5ENT5 LIMITS OF DEMO d IN5TALLATION OF NEW PARAPET SYSTEM MW 6.C. TO REMOVE BRICK VENEER AND WOOD 5HEATHIN6 TO EXP05E 5TEEL FOR PROPER CHANNEL FOR NEW PARAPET ATTACHMENT SEE DETAIL 142 ON SHEET A502 ,TYP. DA5HED OVER HEAD LINES OF SOFFIT ABOVE / n \ CITY 0jr Z Cyjj-yp: DUILDING; OFF'ICIA%� 0 V _ PERSPEGTIVE TERMINATE ALUCOBOND ALUM PANELS AT IN51DE CORNER H ( 1 Cl I� ALUGOBOND ALUMINUM PANEL5 ATTACHED I 7 OVER FACE OF BRICK VENEER, SEE A301 EXTERIOR ELEVATIONS ON A201 AND REFERENCED DETAILS ON A301 DA5HED OVER HEAD LINES,_ OF SOFFIT ABOVE 5EE ENLAR6ED PARTIAL I ROOF PLAN SHEET A001 II 1 ------------------------------ I I II I I II I I I II I I ) II I II I INSTALL ALM013OND ALUMINUM PANELS I 8 I I I OVER BRICK VENEER WRAP PILA5TER , j A301 j I I SEE EXTERIOR ELEVATIONS ON A201 AND I REFERENCED DETAILS ON A301 I I � IFAL I 1 I I II I - , A-_T--------------------1 1 3 -------------------------------- A201 DASHED OVER HEAD LINE5 OF NEW PARAPET ABOVE CONTACTS ARGHITEGT HILL FOLEY R0551 4 ASSOCIATES, LLG 5680 PLEASANT HILL ROAD SUITE 200 DULUTH, 6A 300% GONTAGT: BRAD MGGULLOUC-H, R.A. PHONE: (7 10) 622-g858 STRUCTURAL HILL FOLEY ROSS1 d A550GIATES, LLG 3680 PLEASANT HILL ROAD SUITE 200 DULUTH, 6A 300% GONTACT: MARK R05516N PHONE: (7170) 622-6g2G TENANT HEARTLAND DENTAL 1200 NETWORK CENTRE DRIVE EFFIN&HAM, IL 62401 GONTAGT DPM: ZAGH TYLKA PHONE: (21-7) 540-8216 GONTAGT GPM: RICHARD JONE5 PHONE: (211)-gg4-1732 OWNER WM6 DEVELOPMENT 1200 NETWORK CENTRE DRIVE EFFIN&HAM, IL 62401 GONTAGT: ZAGH TYLKA PHONE: (217) 540-821b DESIGN CODES • 2017 FLOE InA BUILDIN6 GOOE ((9TH EDITION) • 2017 FLORIDA MEGHANIGAL CODE ((qTH EDITION) • 2017 FLORIDA PLUMBIN6 CODE (bTH EDITION) • 6TH EDITION FLORIDA FIRE PREVENTION CODE • (BASED ON NFPA I UNIFORM FIRE GORE 2015 EDITION 6 NFPA 101 LIFE SAFETY GODE 2015 EDITION) • 2014 NATIONA,_ E_EGTRIGAL CODE • 201'7 FLORIDA 3- -DING CODE AGGE551BILITY (bTH EDITION) DRAWING INDEX SHEET DRAWING NAME GD I55UE REV #1 REV #2 REV #3 ARCH I TECTURAL 04-16-1 ci A001 COVER SHEET 0 A201 EXTERIOR ELEVATIONS 0 A501 WALL SECTIONS AND DETAILS 0 A302 STRUCTURAL DETAILS AND NOTES O DESIGN SUMMARY SYNOPSIS: THE SCOPE OF WORK CONSISTS OF AN EXTERIOR RENOVATION OF AN EXISTIN6 4,125 SQUARE FEET SHELL BUILDIN6, LOCATED IN ZEPHYRHILLS, FL. THE EXISTIN6 STRUCTURE INGLUDE5, BUT IS NOT LIMITED TO, A 4" THIGK GONGRETE SLAB, POURED GONGRETE CMU WALL CONSTRUGTION WITH BRIGK EXTERIOR VENEER, STEEL JOISTS AND EPDM ROOF MEMBRANE OVER LI6HT WE16HT GONGRETE ROOF SYSTEM OVER R161D INSULATION ON STRUGTURAL METAL ROOF DECK. THE NEW EXTERIOR GONSTRUGTION WILL BE LIMITED TO THE REMOVAL OF A PORTION OF EXI5TIN6 EXTERIOR BRICK VENEER, THE INSTALLATION OF THE NEW EXTERIOR ALUMINUM PANELED PARAPET SYSTEM. NO INTERIOR MODIFICATIONS WILL BE MADE UNDER THIS SCOPE OF WORK. ALL NEW GONSTRUGTION WILL MATCH THAT ALLOWED IN TYPE V-B GONSTRUGTION. OGGUPANGY GLASSIEIGATION: FBG GLASSIFIGATION - BUSINESS (DENTAL OFFICE) LIFE SAFETY CODE GLASSIFIGATION - BUSINESS (DENTAL OFFICE) BUILDIN6 GONSTRUGTION: GONSTRUGTION TYPE: TYPE V-B SPRINKLERED: NO FIRE ALARM: NO TENANT AREA: 4,3g0 50. FT. (GROSS SQUARE FOOTAGE) 41125 50. FT. (NET SQUARE FOOTAGE) VICINITY PLAN vaz�e=art ;sv3�nter } 51 TE -i ao�ac-hatu� . :.. wul "T 10 -4 Boutewara !s Health � 109 data ?� w z�nymi�>i _ M1 TRUE NORTH KEY PLAN 51 TF. 16 I ed : ■ > ■ ■ 'loons 0 NO 4v 3 - at r� ARCHITECTURE ENGINEERING 3680 Pleasant Hill Road Suite 200 Duluth, Georgia 30096 p 770.622.9858 f 770.622.9535 www.hilifoleyrossi.com © Copyright (as dated below). This drawing and all reproductions thereof are the property of Hill Foley Rossi & Associates, LLC.(IIFR). It is intended for the sole use of the project named hereon. Reproduction without the written consent of HFR is unlawful. All copies are to be returned to I-IFR upon project completion. Sealed: CIO _0 .O LL U �a L � N I E C — 4­0M LO M co Q C: (3) O LL - -1 •� t = LU ti N 0 CD UCV C � (D i ___1 C) O - _�: O E Z O O 2 L L1 L. O LL 0416/19 For Construction mk date issue Cover Sheet A001 ,J7UE NORTH HFR 18.945:AOS1 I I , t! .d I I ! 1 If ! . Iq 17' "1 I I I — -- - — — — <EY FLAN 2 A201 3 A201 — I a, ` lJ _F1 I A201 EXTERIOR FINISH SCHEDULE: SYMBOL HATCH GATE60RY MANUFACTURER PRODUCT PAINT 5HERWIN-WILLIAMS 5W-7505 MANOR HOUSE PNT-2 ' N/A PAINT SHERWIN-WILLIAMS 5W-6255 OLYMPUS WHITE (TEXTURED) ALUM PANELS ALUGOBONO AXGENT 48"x12O" ALUMINUM PANELS & .04" THICKNESS AND 6L055 50, COLOR JLR GRAY METALLIC PVDF 2 MATERIAL # 34Q10 OR ANODIC CLEAR MICA, PVDF 2 MATERIAL #345G1 MTL-I N/A METAL FLASHING MATCH EXI5TIN6 REPAIR AND REPLACE AS NEEDED aRK-I EXI5TIN6 BRICK MATERIAL SELECTIONS ARE TO BE APPROVED B" TENANT, 6.G. 15 TO PROVIDE MATERIAL SAMPLES FOR THE OWNER'S APPROVAL PRIOR TO PURGHA51N6 MATERIALS. ANY ALTERNATE MATERIAL GHAN6E5 TO BE AN APPROVED EQUAL OR BETTER. G.G. TO PREP EXI5TING EXTERIOR 5URFAGE5 FOR THE PROPER IN5TALLATION/APPLIGATION OF EXTERIOR FINISHES AND INSTALL TO MANUFAGTURER'5 5PEGIFICATION5. r AT PYPANC,InN InIMTC, PPMn\/F PYI(,TINr rAIII V AUn West Elevation BRK-1 AT EXPAN51ON JOINT5 REMOVE EXI5TIN6 CAULK AND PNT-1 / BAGKEROD, REPLACE WITH GONTINUOU5 BACKER ROD AND RE -SEAL WITH GREY URETHANE CAULK, TYP. ALUGOBOND HORIZONTAL AND EXTEND ALUMINUM PANE15151 TOWARD5 CENTER OF PARAPET WALL PARAPET BEYOND GRAY EPDM ROOF MEMBRANE APPLIED TO EXTERIOR SHEATHING BEYOND - .. . t • .. :: -. < ... -�..« . x'G... •�o�-I-r .: .. . .... ........_�� �" ._ «-�«a...�<n.. w- .. _�,�::�;-.� ,.,�.�;<.-.d�:. - :u ff�l� .�- . , .,. .. , .._ ... -. ., r,^- .. , .. -dam. ....:�. :.,.. „c ".. . , . , �-... r A30I 4 .. ..... - E --i>..:-iti+ w.lv.•--1 i--,�-•..I. ..t ,...._ -. _ L .. .. ,, Y y -y may' yw..� ..- ..v. e.:.urw .0 .:: .��,.�: .. '�� :.,.!,a:�u:'_�::: x: �. Y . , . ,. � E ., .. .i._ _ -,.: �"#^,'^e,, ,��"�""...� E i..., .. _. LINE OF ROOF BEYOND I I I I —I EXISTING AWNING BEYOND �I I I I_ Q I OF ALLUGOBOND REVEAL _ AND HORIZONTAL MULLION ---_- -----' Q 'I N I ALL-1 4 'I N I I I � I ALIGN BiZK- I x _ a PNT-1 -ram. ALUGOE30C HORIZONTAL AND VERTICAL REVEAL CHANNEL (ROUT AND RETURN) 2 :z: PAINT OF 5OFF ER510E rPNT-2 1 North Elevation SCALE:1 " = 1 /4" AT EXPAt151014 JOINT5 REMOVE EXISTING CAULK AND BACKER , REPLACE WITH GONTINUOUS BACKER ROD AND RE-5EAL WITH GREY URETHANE CAULK, TYP. \ South Elevation 4 SCALE:1" = 1/4" • OF ROOF BEYOND T.O. NEW PARAPE 18'-4 1/2" A.F.F. _T.O_ROOF 14'-O" A.F.F. B O CHANNEL 10'-4 1/2" A.F.F. C OF ALLUGOBOND REVEAL AND HORIZONTAL MULLION BRK-I ED PNT-I BRK-I PNT-I FINISH FLOG_ R � 0,-O" A.F.F Y _T.O. __'T' 14'-D" A.F.F. _ B.O, CHANNEL 10'-4 1/2" A.F.F. AWNING BEYOND 16OBOND REVEAL ,IZONTAL MULLION FIN15H FLOOR 0'-0" A.F.F. T.O. NEW PARAPET 18'-4 112" A.F.F. T.O. ROOF 14'-O"A.F.F. B.O, CHANNEL 10'-4 1/2" A.F.F. FINISH FLOOR 0'-D" A.F.F. V J W O C1r) C ARCHITECTURE ENGINEERING 3680 Pleasant Hill Road Suite 200 Duluth, Georgia 30096 p 770.622.9858 f 770.622.9535 www.hillfoleyrossi.com © Copyright (as dated below). This drawing and all reproductions thereof are the property of Hill Foley Rossi & Associates, LLC.(IfFI,). It is intended for the sole use of the project named hereon. Reproduction without the written consent of HFR is unlawful. All copies are to be returned to HFR upon project completion. Sealed: N �L 0 W L � r— O co Fz U � C a) C_ .__l •L 0 0- 0 : LL -2 z U m 0 o N tl:= —_ 2 W i a� L\ % � L 0 W � N E co — 0 M M 0 O —0 I--- LL X r-L 2Wr-N 04/16/19 For Construction mk date issue Exterior Elevations A201 HFR 18.945:AOS1 EXISTING BRIGK VENEER TO REMAIN. EXISTING STOREFRONT 6LA55 AND FRAME g / / INTERIOR� EXTERIOR _ ....._ ,. j I/ Y I j I PROVIDE GONTINUOUS BACKER ROD AND SEAL WITH SEALANT, WHERE STOREFRONT FRAME AND ALUMINUM PANE. INTERSECT ALUGOBOND# ALUMINUM PANEL DRY SEALED SYSTEM, ON BRICK lo Enlarged Plan Detail SCALE:1" = 1-1/2" AL.000BOND# ALUMINUM EXTERIOR — DRY SEALED WALL PANEL SYSTEM I :• I• IIr •:I a I• I i PROVIDE CONTINUOUS BACKER ROD - AND SEAL WITH SEALANT EXISTING FLA5HIN6 TO REMAIN, REPAII MR AGE A5 NEEDED, MATCH EXISTIW PROVIDE CONnNU0115 BACKER ROD AND SEAL. NTH SEALANT s\ High Section Detail SCALE: 1-1/2"=1'-O" EXISTING BRICK VENEER TO REMAIN ALUGOBOND# ALUMINUM EXTERIOR DRY SEALED WALL PANEL SYSTEM I I I I INSTALL FLASHING ON BRICK AND SEAL W/SEALAJNT, PER I MANIFAGTURIRS SPECS ALLIGOBOND# HORIZONTAL ALUMINUM 6HAIW INSTALL TO MANIFAGTURE3R5 SPEGIFIGATIONS, PROVIDE APPROPRIATE BRIDGING AND iv 5TI BETWEEN VERTICAL AND HORIZONTAL _ .. ALUM. G 00a EXTRIISION5. Low Section Detail At Grade EXISTIN6 G0 6TRUGTION, GYP. W. ON RI61D INSUI ATION OVER GNU BLOCK TO REMAIN 11 ,301 EXISTING BRICK VENEER TO REMAIN, 6L. TO CLEAN, RESEAL. EXPANSION JOINTS AW—\ PAINT, SEE EXTERIOR ELEVATIONS ON SHEET A201 FOR EXTENT OF WORK, TYP., EX15TIN6 FLA5111% TO REMAIN, REPAIR AND REPLACE A5 NEEDED, MATCH EXISTING PROVIDE ALUM. FL.A51-IIN6, MATCH ALUGOBOND# PANE COLOR ALUGOBOND# HORIZONTAL ALUMINUM GHANNEL, INSTALL TO MANUFACTURERS 9PEGIFIGATION5, PROVIDE APPROPRIATE BRIDGING AND 5TIFFEINERS BETWEEN VERTICAL. AND HORIZONTAL ALUM. GHANNEI EXTR61ON5. I ALUCABOND# AWM M M EXTERIOR DRY SEALED WALL I / PANEL SYSTEM LIQUID APPLIED WATER PROOF BARRIER ON EXI5TIN5 BRIGK WAGE ::� r- r`-`lam :• 7:• •Ir r ALUGOBONDr ALUMINUM PANEL DRY 5EALED SYSTEM, ON BRICK EXI5TING BRIGK VENEER TO REMAIN. SCALE: 1" = 1-1/2" '9 High Section Detail at Pilaster A301 SCALE:1" = 1-1/2" EX15TIN6 BRICK VENEER TO REMAIN EX15TIN6 SOFFIT TO REMAIN, REPAIR AND PAINT, SEE EXTERIOR FIN15H 56HR UI.E ON A201 I PROVIDE CONTIW15 BACKER ROD AND 5EAL WITH SEALANT I ALUGOBOND# HORIZONTAL ALUMINUM GHANNFL, / INSTALL TO MANUFACTURERS SPECIFICATIONS, PROVIDE APPROPRIATE BRIDGING AND I I:r it :• I• FAA • :r s Hiq h Section A301 EXISTING BRICK VENEER TO REMAIN ALZOBOND# ALUMINUM EXTHZIOR- DRY SEALED WALL PANEL SY5TEM INSTALL. FLASHING ON BRICK AND SEAL M)SEAL.ANT, PER MANIFAGTLMS 5PEG5 I:Iy3111 r . • I �m `�� r��` •:• • . •I r •I• :• r u 1 I• I : + I r EXI5171N6 51DEYNALK Detail At Soffit SCALE: 1-1 /2"=1'-0" Low Section Detail At Sidewalk FA5TIN5 STOREFRONT 6LA.55 AUX03OND' ALUMINUM PANEL SEALED SYSTEM, ON BRICK /' a\ Plan Detail EXI5TIN6 STOREFRONT 6LA55 ALUCOBOND# VERTICAL. ALUMINUM CHANNEL, INSTALL TO MAR FAtGI 5PEGIFIGATIONS, PROVIDE APPROPRIATE BRID61% AND 5TIFFRUP5 BETWEEN VERTICAL AND HORIZONTAL ALUM. GHAN'E_ EX RUSIONS, 5EE A201 FOR PANEL JOINT LOCATIONS. SCALE: 3/4"=V-0" INTEGRATED ALUGOBOND# COPI , SLOPE 1/4' MINJFOOT TOWARDS ROOF, y 2' INSTALL PER MANIFAGTURER5 SPECS. T.O. NEW. PARAPET. — — — 16-4 1/2 A.F.i=- — — - - - - - - - — • — - — • — - AL L)COBOND# HORIZONTAL ALUMINUM CHANNEL, INSTALL TO MANUFACTURERS SPEGIFI6ATION5, PROVIDE APPROPRIATE BRID61% AND 5TI BETWEEN VERTICAL AND HORIZONTAL ALUM. CHAFE_ EXTRU510N5. ALIIGOBONO# ALUMINUM EXTERIOR----- WALL. PANEL EXTRUSION LIQUID APPLIED WATER PROOF MEMBRANE ON In" EXTERIOR PLYWOOD 5HEATHI% ALLIGOBOND# ALUMINUM EXTERIOR -� DRY SEALED WALL PANE. SYSTEM LIQUID APPLIED HAIR PROOF MEMBRANE — ON V24 EXTERIOR PLYWOOD SHFAITHIN6 PROVIDE WD 51-1IMe AS RE^. BY MANIFAGI AUX03OWS HORIZONTAL ALUMINUM GHANNEI~ INSTALL TO MANUFAGn1RFR5 5PEGIFIGATIONS, PROVIDE APPROPRIATE BRIDGING AND STIFFEIIIER5 BETYNIE:N VETIGAL AND HORIZONTAL ALUM. CHANNEL EXTRUSIONI A201 FOR PANEL JOINT LOCATIONS. STEEL SPACER, SEE 5TF&TWAL-----'_ DETAILS ON SHEET A302 I I i I I FASTEN AL1K.oBOND# PANEL SYSTEM TO i I BACK OF PARAPET WALL PER MANUFACTURES SPECIFICATIONS I I I I li jl I li I I I jl I� iI EPOM ROOF MEMBRANE, WRAP OVER TOP OF PARAPET, ON In' PLYWOOD FASTENED TO METAL 5TUD5 DETAIL 2-G ROOF MEMBRANE FLASHING ADHERED TO PLYWOOD 5HEATHING AND EXI5TIN6 CANGRETE DETAIL 2-B LIQUID APPLIED WATER PROOF MEMBRANE ON V2" EXTERIOR PLYWOOD SHEATHING ALUGOBOND# ALUMINUM EXTERIOR WALL PANEL EKWION AWGOBOWD# HORIZONTAL AWMINUM SOFFIT CHANNEL BRACKET, INSTALL TO MANIFACTLIRIRS SPEGIFIGATION5, 5EE A201 FOR PANEL JOINT LOCATIONS _J,BOTTDM C CHANNEL T 1-0'-4 1/2" A.F.F. G.G. TO 1=1ELD VERIFY I L PROVIDE GONTIN10U5 BACKER ROD - AND SEAL WITH SEALANT EXI5TIN6 FLA5FNN6 WITH INTEGRAM SOFFIT VENT, REPAIR AND REPLACE AS NEEDED, MATCH EX15TIN6 EX15TIN6 STEEL ANGLE, SEE 5TRUGTURAL. DETAIL5 ON 5H&i A302 EX15TIN6 SOFFIT TO REMAIN, 6L. TO PAINT, SEE EXTERIOR FIN15H 5GH®Ill_E ON A201 DETAIL 2-� Section Detail C� w I --I � U rO rV^J ARCHITECTURE ENGINEERING 3680 Pleasant Hill Road Suite 200 Duluth, Georgia 30096 p 770.622.9858 f 770.622.9535 www.hillfoleyrossi.com PROVIDE CONTIN�IUOUS ® Copyright (as dated below). BACKER ROD AND SE This drawing and all reproductions thereof are the property of Hill Foley Rossi & Associates, LLC.(tWR). WITH SEALANT It is intended for the sole use of the project named hereon. Reproduction without the written consent of HFR is unlawful. All copies are to be returned to HFR upon proles completion _ 1 A301 Sealed: I I I 4 F A301 ,r\Q� • • •:Q/� A a �� ,yam` •9 —---------------------- 1 1 EXTERIOR EXTERIOR 10 5 3 ALLIGOBOND# ALUMINUBRICM PANEL DRY A301 A301 A501 SEALED SYSTEM, ON K PROVIDE c,%nwm BI ROD AND SEAL WITH SEALANT EXISTING STOREFRONT GLA55 17608 V .• RED •�G;�� EXISTING GONSTIRUGTION, VBI ON CMU BLOCK,1 CIO Plan Detail 0 0 101 SCALE: 3/4"=1'-O' LL *GONTRpeGTOR NOTE: THE AL IGOBOND ALUMINUM PANEL SYSTEM 15 THE BASIS OF OB16N AND AN ALTERNATE SYSTEM RILL BE CONSIDERED IF IT 15 AN APPROVED EQUAL. IF AN ALTERNATE MANIFAGTURER 15 SELECTED 6L. TO COORDINATE WITH THE ARCHITECT FOR APPROVAL. U L a� C. N � A Q E 3-G I INTEGRATED ALWZBOND# LOPING, — LLa A301 SLOPE 1/4' MINIFOOT TOWARDS ROOF, .f../ M - - _ INSTALL PER MANUFACTURERS SPECS.cc C •a ,kT.Q.. NEW PARAPET T 16-4 7/2 Q C > O I II I � . 3 LL � s` Ion vi ALUGOBOND# DRY SEALED ALUMINUM PANEL — — — — SYSTEM FASTENED WITH INTEGRATED CHANNEL SYSTEM TO 1/2' EXTERIOR PLYWOOD I I I SHEATHING ON METAL STUDS AND 5TRUCTURAL STEEL FRAMING, PROVIDE LIQUID APPLIED i I WATER PROOF MEMBRANE OVER EXTERIOR I I I PLYWOOD SHEATHIN6 PRIOR TO INSTALLATION OF AL IGOBOND# PANE SYSTEM I I I I I II I CU cc Z X m NEW EPOM ROOF MEMBRANE WRAP OVER I W M TOP OF PARAPET ON 1/2' PLYWOOD Iti N 6L. TO RUN GOND111T TO JUNCTION BOX AND PROVIDE ELECTRICAL.. PULL STRING I I I I 3-B FOR FUTURE 516NA6E, 6L. TO A301 EX15TI% EPOM ROOF MEMIN�ANE COORDINATE WITH 516NA6E WALLER I I I OVER COWIRIFIE FILL OVER DRIGI FOR EXACT LOCATION I I I INSULATION OVER METAL ROOF DECK I I I= • SEE STRUCTURAL DRAWINGS ON I I I 111 I SHEET A302 FOR STRUCTURAL FRAMIN6 OF PARAPET I 3-A I I I I I I A301 _ II I I I EA5TIN6 STEEL FRAMING, 5EE 5TRUGT1IRAL FOR PARAPET 130TTOM OF CHANNEL I I I REINFORCEMENT Y10'-41/2" . —. T. L-—.—.—.—.—.— -- ---- EX15TIN6 FLA5HIN6 TO REMAIN, REPAIR AND REPLACE A5 NEEDED, MATCH E45TIN6 E A5TIN6 SOFFIT TO REMAIN, PAINT UNDERSIDE OF SOFFIT, SEE EXTERIOR FIN154 5CHEDUIE ON A201 Section Detail SUN C CO O L- J E C N N 2 Z CD o C 0 2�w O LL 04/16/19 I For Construction 1 mk I date I issue 1 Renovation Wall Sections & Details A301 HFR 18.945:AOS1 SCALE: 1-1/2"1 SCALE: 1-1/2"=V-0" SCALE: 1-1 /2"=1'-0" SCALE: 3/4"=VI 3 STRUCTURAL NOTES GENERAL NOTES I. THESE NOTES SHALL APPLY EXCEPT WHERE OTHERWISE INDICATED BY DRAWIN65 OR 5PEGIFIGATIONS. 2. ANY DEVIATION IN GON5TRUGTION, FROM WHAT 15 5HOWN ON THE5E DRAWINGS, BY THE G.G. OR H15 5UBGONTRAGTOR5, WITHOUT APPROVAL OF THE ARCHITECT OF RECORD, SHALL BE AT THE RI5K OF THE 6.G., AND MAY REQUIRE REMOVAL AND RECONSTRUCTION, BY THE PARTIES INVOLVED, TO COMPLY WITH THE TYPE OF GON5TRUCTION 5HOWN ON THE CONTRACT DOCUMENTS. THE C05T OF THI5 WORK 15 TO BE THE RESPONSIBILITY OF THE 6.G. 3. REFERENCE TO DESIGN STANDARDS AND BUILDING GODE5 SHALL MEAN THE LATEST EDITION OF THE REFERENCE UNLESS 5PEGIFI6ALLY STATED OTHERWISE. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARGHITEGT OF ANY DISGREPENGIE5 PRIOR TO PROGEEDING WITH WORK. 5. ALL MATERIALS AND WORKMANSHIP ARE SUBJECT TO THE REVIEW OF THE ARCHITECT OF RECORD. 6. COORDINATE WITH OTHER 0I5GIPLINE DRAWINGS FOR ANY DRIPS, CHAMFERS, RE61LET5, RU5TIGATION5, SLOTS, SLEEVES, ANCHORS AND INSERTS. 7. THE CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE MEANS, METHODS, TEGHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION. 8. THE GENERAL CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL REQUIRED 05HA REGULATIONS. q. THE STRUCTURE DE5GRIBED BY THESE DRAWINGS 15 5ELF SUPPORTING ONLY IN ITS COMPLETED FORM. THE CONTRACTOR SHALL BE RESPON51BLE FOR THE DE516N AND INSTALLATION OF ANY TEMPORARY BRAGIN6 OR 5HORING OF WORK. 10. THE GENERAL GONTRAGTOR SHALL GOORDINATE WITH THE BUILDING OFFICIAL RE6ARDIN6 SUBMITTAL OF INSPECTION REPORTS TO THE BUILDING DEPARTMENT. DESIGN CRITERIA I. 5TRUGTURAL DRAWINGS HAVE BEEN PREPARED IN AGGORDANGE WITH THE 2015 FLORIDA STATE BUILDING CODE WITH ALL CURRENT FL AMENDMENTS. 2. DEAD LOADS: PARAPET LOAD = 15 p5f 3. WIND LOADS: ULTIMATE WIND SPEED (3 5ec. 6U5T) = 140 mph - VULT NOMINAL WIND SPEED (3 sec. GUST) = 108 mph - Vag WIND IMPORTANCE FACTOR (Iw) = 1.0 RISK GATEC70RY: II WIND EXPOSURE = B INTERNAL PRESSURE GOEFFIGIENT = (+/-) O.IS WALL/PARAPET GOMPONENT5 DE516N PRESSURES: REFER TO TABLE BELOW Wind Loads - Components & Claddin h <= 60Nomimt if! nd Pressures Kh (Dose 1) = 0.86 h = 14:51 Base pressure (qh) = 21.7 pot a = 4.8 A Minimum parapet bt - 4.3 t GGP = +1-0.18 Root Ar#e (e) = 1.2 dog Type of roof = Monosknx ROL AM Negative Zone 1 Negative Zone Nap" Zone Positive Zon0o 1 Positive zones 2 & Ouehang zme 1 ovethmp Zane GCp+/-GCpi Surface Presswe (PSI Userioput 10 sf 50 sf " 10D sf 10 sf 1 50 sf 100 sf 200 sf 500 sf 1.18 -1.11 " -1.0® ,25.t# @4:93 -23:5 23.5 418 4.49 4.28 -43. -32.4 a7. 27.8 27. 4.98 4.49 -1.28 -410 -32.4 27. -27.8 -27.8 0.48 0.41 0.38 10.4 10:0 10. 10.0 10 1.08 0.97 0.92 23.6 21.401 20. 19.0 17.6 -1.70 413 4.80 -36.9 -36. _U. -30.1 183. -1,70 1 4A3 1 -1.00 -38.9 -35.4 34. 30.1 -4.9 egative zone 3 - zone 2, since Para*! - 3R t7 rrhang,pressures in the table above assume an internal pressure rodent (Gcpj) of 0.0 Qwirttarlp solit pressure equals a4acent wall Pressure minus internal Pessufe 01 3.9 / 3.0 Psf Parapet qp = 23.5 psf S CASE A = pressure tovvau+ds buiklin a (pot) C CASE B = sure away imn bids} (noW CA Sc pressure 1Nalls AM Negative Zfxe Negafhe zone PosWa Zone 4 & ur suriecePresse u tt.•rlPtt S3Cp +1- GCpi sure Pressure 4350 titer Input 10 sf 100 sf I 500 sf 10 sf 100 sf SW sf 25 sf 50 sf 4.17 4.01 -0.80 25. 22. -19( -24.0 -23, 4.44 -1.12 -0.90 1 31. -24.4 -19. -28.5 _a 1.08 0.92 0.81 23.5 20.0 17.6 22.1 2110 Note: GCp reduced by 10% dire to roof toe - 10 dog, GOMPONENT AND GLADDIN6 WALL WIND PRE55RE5 (5f) I I I I Oj O4 j5 I I WALL ELEVATION PLYWOOD SHEATHING ON L.G. METAL STUDS: I. ALL PLYWOOD SHEATHING 5HOWN ON THESE DRAWINGS, SHALL BE 1/2" MINIMUM, 15/52" THICK, APA 4 EXPOSURE RATED PLYWOOD 5HEATHIN6 AND BEAR THE TRADEMARK STAMP OF THE AMERIGAN PLYWOOD ASSOCIATION (APA). A. INSTALL WITH LONG E06E PERPENDICULAR TO FRAMING DIRECTION. B. PLACE EN05 OF SHEATHING ON FRAMING MEMBERS, INSTALL OVER TWO OR MORE 5PAN5 WITH END JOINTS 5TA66ERED. G. PROVIDE 1/5" GAP, BETWEEN SHEETS, AT ALL SHEATHING PANEL EDGES. D. 5EGURE SHEATHING, WITH 5GREW FASTENERS, TO EACH SUPPORT MEMBER AT 5PAGIN6 INDICATED BELOW. E. USE 51MP50N P5GA PANEL 5HEATHIN6 GLIP5 AT ALL UNSUPPORTED 5HEATHING EDGES, WITH 16" MAXIMUM 5PAGIN6. WOOD 5HEATHIN6 FASTENING 56HEDULE: PANEL EDGES AND AT BLOGKIN6: BUILDEX #10-24 x I" LONG, WAFER HEAD, TEK5 #3 WOOD TO METAL 5GREW FASTENERS AT 6" O.G. INTERMEDIATE 5UPPORTS: 13UILDEX #10-24 x I" LONG, WAFER HEAD, TEK5 #3 WOOD TO METAL 5GREW FA5TENER5 AT 12" O.G. STRUCTURAL STEEL NOTES I. STRUCTURAL STEEL MATERIALS: GHANNELS, ANGLES $ PLATES: ASTM A36, Fy = 36 ksi STRUCTURAL TUBING: ASTM A500, GRADE B, Fy = 46 ksi WELDING ELECTRODES: E70-XX, UNLESS NOTED OTHERWISE. 2. STRUCTURAL STEEL DETAILING, FABRIGATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "MANUAL OF STEEL CONSTRUCTION" OF THE AISG. 4. SHOP OR FIELD 5PLIGE5 BETWEEN SUPPORTS THAT ARE NOT REQUIRED BY DE516N WILL NOT BE ALLOWED. ANY MEMBERS GONTAININS 5JGH SPLICES SHALL BE REMOVED AND REPLACED WITH UN5PLIGED MEMBERS AT THE FABRICATOR'S EXPENSE. 6. MINIMUM 51ZE OF WELD 15 3/16" UNLE55 NOTED OTHERWISE. ALL WELDING SHALL CONFORM TO THE CURRENT PROVISIONS OF AWS DI.I-04, 5TRUGTURAL WELDING CODE BY THE AMERIGAN WELDING SOCIETY. ALL WORK SHALL BE PERFORMED BY CERTIFIED WELDERS EXPERIENCED IN THE TYPE OF GON5TRUGTION INVOLVED. PROOF OF WELDER GERTIFIGATION SHALL BE AVAILABLE AT THE JOB SITE. C1. ALL STEEL SHALL HAVE A PRIME GOAT OF PAINT EXCEPT AREAS TO BE FIELD WELDED. II. PRIME AND PAINT ALL WORK RELATED ABRASIONS AND FIELD WELDS AFTER INSPECTION WPRIMER 6ON51STENT w/SHOP PRIMER AND PAINT USED BY SHOP FABRICATOR. 12. STEEL FABRICATOR TO BE AN AI5G CERTIFIED FABRICATOR. 13. ALL PLAN DIMENSIONS ARE TO GENTERLINE OF STEEL MEMBERS EXCEPT FOR STEEL CHANNELS. CHANNEL DIMEN5ION5 ARE TO THE BACK FACE OF THE WEB. METAL L.G. STUD FRAMING NOTES I. METAL STUD MANUFAGTURER SHALL BE A MEMBER OF THE STEEL STUD MANUFACTURERS ASSOCIATION, (55MA). 2. METAL STUD 5TRENGTH GRITERIA: A. GAGES 20 THROUGH 18 - 33 k5i MIN. YIELD STRESS B. GAGES 16 THROUGH 12 - 50 k5i MIN. YIELD STRESS G. TRACK RUNNER - 33 k51 MIN. YIELD STRESS 3. METAL STUD MEMBER DESIGNATION: (500 5 162-55 WEB DEPTH: 600 = 6"---7 7 MEMBER TYPE: 5 = STUD FLANGE WIDTH: 162 = 1.625" (1 5/8") MINIMUM THIGKNE55 IN MILS MILS 6A6E 33 20 43 18 54 16 68 14 q7 12 4. METAL STUDS AND AGGE55ORIE5 SHALL HAVE A 660 GALVANIZED COATING, UNLESS NOTED OTHERWISE. 5. FASTENERS: A. 5GREW GONNEGTION5 FA5TENIN6 STUD TO STUD: USE #10-16 TEK5/3 x 5/8" LONG BY ITW BUILDEX OR APPROVED EQUAL, UNLE55 OTHERWISE NOTED. MINIMUM E06E D15TANC-E = 3/4", MINIMUM 5PAGIN6 BETWEEN FASTENERS = 3/4". B. POWDER ACTUATED FASTENERS (P.A.F.): FASTENING TO STEEL: USE 0.157" dia. DOME HEAD KNURLED SHANK FASTENER BY HILTI OR APPROVED EQUAL, UNLESS NOTED OTHERWISE. MINIMUM EMBEDMENT = FULL PENETRATION, MINIMUM E06E P15TANGE = 1/2", MINIMUM 5PAGIN6 BETWEEN FASTENERS = 1". 6. FASTENING: A. MINIMUM FA5TENIN6 REQUIREMENT5, UNLE55 NOTED OTHERWISE TRACK TO STRUCTURAL STEEL: 12" O.G. TYP. w/ADD'L FASTENER 3" FROM END OF TRACK AND (2) FASTENERS AT ENDS. STUD TO TRACK: (1) 5GREW MINIMUM AT EACH FLANGE STUD TO STUD: (3) 5GREW5 MINIMUM STUD TO STEEL: USE POWDER ACTUATED FASTENERS REFERENGED ABOVE. SEE DETAILS FOR CONNECTIONS, MINIMUM (2) FASTENERS. 7. WHEN ONLY ONE FACE OF THE PARAPET STUDS RECEIVE SHEATHING, PROVIDE BRAGIN6 BY ONE OF THE FOLLOWING METHODS: A. GOLD ROLLED CHANNEL, RUN HORIZONTALLY THROUGH STUD PUNCH OUTS AND ATTACHED AT EACH STUD. B. 2" WIDE, IS GAGE, STEEL STRAPS RUN HORIZONTALLY, ON BOTH SIDES OF THE STUDS, AND ATTACHED AT EACH STUD. VERTICAL 5PAGIN6 OF THE BRAGIN6 15 LIMITED TO A MAXIMUM OF 4'-0" THROUGHOUT THE HEIGHT OF THE WALL. MECHANICAL BRAGIN6 OF 5TUD5 15 NOT NECESSARY WHERE WALL SHEATHING 15 ATTACHED ON BOTH 51DE5 OF THE PARPET STUDS. 8. PROVIDE ALL AGGE55ORIE5 AS REQUIRED BY THE METAL STUD MANUFACTURER. q. NO LIGHT GAGE MEMBER, THAT HAS BEEN TRIMMED OR GUT, SHALL BE INSTALLED 50 THAT AN EDGE OF A WEB PUNCH OUT OCCURS WITHIN 10" MINIMUM OF THE TRIMMED OR GUT MEMBER END. 10. ALL MEMBER GUTTING MUST BE PERFORMED U51116 A SAW OR SHEAR. NO TORCH GUTTING 15 ALLOWED AT ANY TIME. AL50 GUTTING OF ADDITIONAL HOLES, OTHER THAN TH05E PROVIDED BY THE MANUFACTURER, IN THE MEMBER WEB 15 NOT PERMITTED AT ANY TIME. EXI5TIN6 GONDITION5 DEMOLITION NOTE: G.G. 15 TO 5AWGUT EX15TIN6 BRICK VENEER, 5TRAI6HT AND TRUE, AND REMOVE, IN LOCATION OF NEW PARAPET ELEMENT 5Y5TEM THAT 15 DETAILED HERE. AL50 ANY WOOD 5HEATHING, UP A6AIN5T EXI5TIN6 STEEL 5UPPORT FRAMING SHALL BE REMOVED TO EXP05E 5TEEL FOR PROPER GHANNEL ATTACHMENT. b 5/I6' WRAP ARCH. FIN15H 5Y5TEM OVER TOP, AND DOWN BACK OF NEW PARAPET ELEMENT. TOP OF CHANNEL ® - +18'-2 V21 Gbx8.2 VERTICAL GHANNEL5, 5PAGED AT 48" O.G. PROVIDE - 5PAGER PLATE, 4" x 3' x 5/16' THICK, L.L.V., AT TOP CONNECTION TO EXISTING ROOF EDGE ANGLE. HOLD BOTTOM OF CHANNEL UP, AND TOP OF CHANNEL DOWN, A5 5HOM, FOR CONT. L.G. TRACK IN5TALLATION. WELD BOTTOM OF CHANNEL TO 0.5. FACE OF GONT. EXISTING ANGLE A5 5HOM. PLATE TO EX. AN6LE 3/I0 4 EXI5TIN6 6" TALL ROOF E06E ANGLE, G.G. TO F.V. ATOP OF STEEL BEAM 0OF 5Tl$ BEAM +13'-4 Ill' - 6L.15 TO F.V. ARCH. FIN15H 5Y5TEM, 5EE DETAIL5. Gb TO EX. ANGLE 3/I6 2 CONT. 600TI25-43 TRACK AT BOTTOM OF PARAPET. BOTTOM OF +10'-4 VT EXI5TIN6 GONT. 4AW16" THICK AN6LE TO REMAIN IN PLACE TO 5UPPORT BOTTOM OF VERTICAL CHANNEL. 6.G. 15 TO F.V. AND INFORM ARCH. OF RECORD IF CONDITION DOE5 NOT EX15T A5 5HOM HERE. EXI5TIN6 GONDITION5 FRAMING NOTE: 6L. 15 REQUIRED TO F.V. ALL EXISTING GOWITION5, MEMBER 51ZE5 AND MINIMUM WELDING 51ZE5/LE%TH5 THAT ARE SHOWN HERE. IF EXISTING GOWITION5 DO NOT MATCH, PROVIDE MINIMlM5 5HOM HERE, AND CONTACT ARCHITECT OF RECORD ABOUT 015GREPANGIE5 FOUND IN FIELD. GONT. 600TI25-43 TRACK AT TOP OF PARAPET. PROVIDE 6005162-45 INFILL 5TUD5 AT I6' O.G. ATTACH EVERY THIRD 5TUD, DIRECTLY TO VERTICAL Gb GHANNEL5, H/BUILDEX I #12-14 x 3/4', HWH, 5GREW FA5TENERS, 5PAGED AT 6' O.G., 5TA656ERED ALONG ENTIRE CHANNEL LENGTH. EXTEND 5TUD5 PAST CHANNEL EN05 A5 5HOM HERE. 3/16 PROVIDE 1/2" APA RATED PLYWOOD OR OSB. 5HEATHIWG ON FRONT FACE AND BACK FACE OF PARAPET ABOVE ROOF LEVEL. REFER TO FRAMING NOTES FOR TYPICAL ATTACHMENT INFORMATION REQUIRED. EXI5TIN6 ROOF BEAM, AND DECK, 6L. 15 TO F.V. EXISTING INSULATING CONCRETE / ROOF COVERING AND ROOFING EXI5TIN6 2x2 ANGLE KIGKER5 SPACED AT 45' O.G., MAXIMUM. THE 6.G. 15 TO F.V. EXI5TENCE OF, CONDITION OF, AND QUALITY OF EXISTING WELDING. MINIMUM WELDIN615 TO BE VERIFIED TO BE A5 SHOWN HERE. IF ANGLE KICKER5 ARE NOT PRE5ENT, PROVIDE 2x2xl/4" ANGLE KIGKER5 AT 24' O.G. UP TO NEW 4x4x3/8' ANGLE BETWEEN FIRST J015T TOP CHORD PANEL POINT LOCATION. VELD TO 5IPPORT5 A5 5HOM IN THI5 DETAIL, MINIMUM. EXI5TIN6 2x2 ANGLE SUPPORT MEMBER5, 5PAGED AT 24" O.G., 6L. 15 TO F.V. CONDITION AND WELDING SHOWN HERE. MIN. EX15T. YEW REOV, 3/I6 V 1 1/2 TYP. AT ALL EX15T. Y`ELD5 New Parapet Su EXI5TING GONDITION5 DEMOLITION NOTE: 6L. 15 TO 5AWG1T EXI5TIN6 BRICK VENEER, STRAIGHT AND TRUE, AND REMOVE, IN LOCATION OF NEW PARAPET ELEMENT 5Y5TEM THAT 15 DETAILED HERE. AL50 ANY WOOD 5HEATHIN6, IF A6AI%T EXI5TIN6 STEEL SUPPORT FRAMING SHALL BE REMOVED TO EXPOSE 5TEEL FOR PROPER CHANNEL ATTACHMENT. 6 5/16' WRAP ARCH. FIN15H 5Y5TEM OVER TOP, AND DOWN BACK OF NEW PARAPET ELEMENT. l' ort at Existing Framing Detail SCALE: NTS EXI5ING GONDITION5 FRAMING NOTE: 6L. 15 REQUIRED TO F.V. ALL EXISTING GONDITION5, MEMBER SIZES AND MINIMUM WELDING 51ZE5AB46TH5 THAT ARE 5HOWN HERE. IF EXI5TIN6 GONDITION5 DO NOT MATCH, PROVIDE MINIMUM5 5HOM HERE, AND CONTACT ARCHITECT OF RECORD ABOUT DI5CREPANCIE5 FOUND IN FIELD. GONT. 600TI25-45 TRACK AT TOP OF PARAPET. PROVIDE 6005162-43 INFILL STUDS AT I6' O.G. ATTACH EVERY TOP OF GHAWEL ® THIRD STUD, DIRECTLY TO VERTICAL Gb GHANNEL5, H/BU ILDEX +1&-2 VT I I I #12-14 x 3/4', HWH, 5GREW FA5TENER5, 5PAGED AT b' O.G., I I 5TA66ERED ALONG ENTIRE CHANNEL LENGTH. EXTEND 5TUD5 I I PAST CHANNEL EN05 A5 SH M HERE. I I I I Gbx82 VERTICAL GHANNELS, 5PAGED AT 48" O.G. PROVIDE I I SPACER PLATE, 4" x 3' x 5/I6' THICK, LI.V., AT TOP CONNECTION I I PROVIDE 112' APA RATED PLYWOOD OR 0.5B. 5HEATH1% ON TO EXI5TIN6 ROOF EDGE ANGLE. HOLD BOTTOM OF CHANNEL UP, I I FRONT FACE AND BACK FACE OF PARAPET ABOVE ROOF LEVEL. AND TOP OF CHANNEL DOWN, A5 5HOM, FOR GONT. L.G. TRACK I I REFER TO FRAMING NOTE5 FOR TYPICAL ATTACHMENT I145TALLATION. WELD BOTTOM OF CHANNEL TO OS. FACE OF I INFORMATION REQUIRED. COW. EXISTING ANGLE A5 5HOM. 1 /113/I6 V PLATE TO EX. I I I ANGLE 3/I6 V 4 I EXIDTIN6 ROOF BEAM, J015T AND DECK, 6.G. 15 TO F.V. I I I I I I EXI5TIN6 INSULATING CONCRETE EXI5TIN6 b' TALL ROOF ED6E ANGLE, 6.G. TO F.Y. I I I ROOF COVERING AND ROOFING +OLT - 6L. 15 TO F.V. ARCH. FIN15H 5Y5TEM, 5EE DETAILS. I I I EXISTING 2x2 ANGLE KIGKER5 5PAGED AT 48' O.G., I MAXIMUM. TIE 6L. 15 TO F.V. EX15TENGE OF, CONDITION OF, AND QUALITY OF EXISTING WELDING. MINIMUM Gb TO EX. I WELDING 15 TO BE VERIFIED TO BE A5 5HOMHERE. IF ANGLE 3/I6 2 ANGLE KICKER5 ARE NOT PRE5ENT, PROVIDE 2x2x1/4' I I ANGLE K6KER5 AT 48' O.G. UP TO NEW 4x4x3/8" ANGLE BETWEEN FIRST J015T TOP CHORD PANEL POINT GONT. bOOT125-43 TRACK AT 130TTOM OF PARAPET. LOCATION. WELD TO 5UPPORT5 A5 5HOM IN THI5 DETAIL, MINIMUM. BOTTOM OF GRAN$ e - +1041/2' L EXISTING 2x2 ANGLE SUPPORT M6MBER5, 5PAGED AT 24' O.G., G.G. 15 TO F.V. CONDITION AND WELDING 5HOM HERE. EXI5TIN6 GONT. 4x4x5/I6" THICK ANGLE TO REMAIN IN PLACE TO SUPPORT BOTTOM OF VERTICAL CHANNEL. 6L. 15 TO F.V. AND INFORM ARCH. OF RECORD IF CONDITION DOE5 NOT EX15T A5 SHOWN HERE. MIN. EX15T. VELD REQV, 3/16 1 1/2 TYP. AT ALL EX15T. WELD5 New Parapet Support at Existing Framing Detail �eMOJ2 SCALE: NTS S,/�/���•g� I IRK a. -GE tV�e-.�0�'� Qz.TZE 731700 %- OF `�• ..OR• • \\� // //QNAL ARCHITECTURE ENGINEERING 3680 Pleasant Hill Road Suite 200 Duluth, Georgia 30096 p 770.622.9858 If 770.622.9535 www.hiIIfoIeyrossi.com 0 Copyright (as dated below). This drawing and all reproduction" thereof am the property of Hill Foley Rosa & Assodatm LLC(HFR). It is inimded for the sole use of the project named hwem. Reproduction without the wrttEm consent of HFR is unlawful. All copies are to be returned to HFR upon project mahpletion. Sealed: N > 0 N L Z r C) t0 � N U N 4)Y J .i O W - _0 C Z Cc w tf c) C W W O ^E W L.L. 0 N L' � � r IVA CU _E 4-0 W) M CO) CU Q r_ (D > d O C LL CU O m w C �0 L 16- >, X =- =WtiN 04/16/19 For Construction mk date issue Structural Details A302 HFR 18.945:AOS1 p �(%r ,Si CYO 73