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Revision 10-28-14
OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # 404 RECEIPT # PLANNING & DEVELOPMEP� VIC BUILDING & CODE REGULATIOISItA� d4 . ' 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE tl _ ADDRESS: 1 q j k 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: �,r,+`N11i� �c.�K�.Si�ir'LnES ���`r-i ��5 r?t�=�,rid ���i i��j !�'�,,� �Lr�•Nk';� �r'�� .. 1� 11c r )zgD'j 4,8 N= '0 7i-ey;f-/ IA-u �,','� P;T 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: (4 C ! 51 9 4,1 '3 ST. LUCIE COUNTY CERT. #: z i.y.l BUSINESS NAME: QUALIFIERS NAME: t; 0-1—k-g ADDRESS: 1 /';0 � i �" ,A2ia -A• 5�aj CITY: W. ( STATE: t—L. ZIP: 33 � 0 � PHONE (DAYTIME): W61) 6 9'q - 210 0 FAX: SE i) 4. OWNERBUILDER INFORMATION: NAME: • Ga i 5c Yc ► d-s C . ADDRESS: CITY: i Rw ; 1 V v` - r-3 00 STATE: -FL ZIP: 34 FAX: PHONE: 5. ARCHITECT/ENGINEER INFORMATION: NAME: i+ LiJc.tw ADDRESS: CA'i t`�� � iaJfi �l * 2c� I CITY: ..`; V�.'Ut4 ','L� 1, la STATE: rL ZIP: l PHONE (DAYTIME): i — -a-3 23 FAX: SLCCC: 9/23/09 Revised 04/26/2010 I r ') � SAINT LUCIE COUNTY FIRE DISTRICT PLAN REVIEW 3 FORM 5160 N.W. Milner Drive ' Port Saint Lucie, FL 34983 Telephone: 772-621-3322 Fax: 772-621-3604 Web Address: www.slcfd.com Building Dept. SLC _ FMO Permit # B-14-279 Project Name PGA Reserve BLDG Permit # 1404 0063 Address 1916 Perfect Drive City P S L Contractor Kast Construction Address 701 North Point Parkway Suite 400 City West Palm Beach State FI Zip 33407 Telephone (561) 689-2910 Architect/Engineer Basham & Lucas Telephone --- - - 323 Occupancy Type F Construction Type Square Feet Occupant Load F Number of Stories Access Box Access Key Switch i AFS Permit . FA Permit F FFP Permit General Notes 1. An electronic copy of the construction documents submitted on a CD is required. The file format shall be .pdf only. 2. All revisions, including the electronic copy must be received prior to permitting. 3. The Fire Marshal requires 24 hour notice on all inspections. 4. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 5. Failed inspections require payment of fee prior to rescheduling of further inspections. 6. Penetrations through rated assemblies shall be of the proper UL design. Design criteria shall be submitted with the construction plans. 7. Fire alarm panels shall be located indoors within air conditioned space. 8. Plans and construction are subject to corrections in the field to maintain code compliance. 9. Automatic fan shutdown is required for HVAC system/s that exceed 2,000 cfm design capacity. 10. The Installation or Alteration of Fire Sprinklers, Fire Alarms, and Fixed Fire Protection Systems require a separate review and permit. THE FLORIDA FIRE PREVE14TION CODE, 2010 EDITION IS CURRENTLY ENFORCED. BUILDINGS WITH LIGHT -FRAME TRUSS -TYPE CONSTRUCTION SHALL BE MARKED WITH APPROVED FIREFIGHTER SAFETY WARNING SIGNS IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODES 69A-3.012 AND 69A-60.0081 PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY. See General Nantes Above and Required Revisions Below Page 1 of 1 Reviewed by Tony Jerger Date 11//2014 S 1.2 SCALE: 1 /8" = F-0" PLAN NOTES: 1) SEE SO.1 FOR DESIGN CRITERIA AND GENERAL NOTES. 2) SEE 2/S2.4 FOR CMU LINTEL SCHEDULE. COORD LOCATION W/ ARCH. 3) COORD ROOF ELEVATIONS AND SLOPE W/ ARCH. 4) ROOF SHEATHING SHALL BE X" PLYWOOD. SEE GEN NOTES & 9/S2.4 FOR ATTACHMENT TO STRUCTURE. 5) TRUSS LAYOUT IS DIAGRAMMATIC ONLY. TRUSS SUPPLIER IS RESPONSIBLE FOR FINAL LAYOUT. 6) CONTRACTOR SHALL COORD ACTUAL TRUSS UPLIFT ON SHOP DRAWINGS W/ FASTENER SCHEDULE ON S2.4 FOR TRUSS CLIPS. 7) SEE 3/S2.4 FOR TYP STL BEAM CONN TO CMU WALL. 8) SEE 11/S2.4 FOR TYP LT. GA. HEADER DETAILS. FY BRACKETS @ kREA AS REQ'D FOR ?REEZER INSTALLATION. EXISTING BRACKETS 'S2.4. N W R11. 8F8-1B CAST-CRETE LINTEL OR FOR APPROVED EQUAL. COORD B/ LINTEL W/ ARCH. 8F8-1B CAST-CRETE LINTEL OR FOR APPROVED EQUAL. 11 NOTE: TRUSS ENGINEER TO COORD MECH DUCT CHASE LOCATIONS & RTU WEIGHTS W/ MECH DWGS. ` COORD B/ LINTEL y DO NOT BEAR TRUSSES IZ W/ARCH. ON WALL THIS AREA (TYP) s WOOD BRACKET 1 PER 12/S2. (TYP) 3 GC SHALL VERIFY NEW ! SIM ... SIM �� RTU WEIGHTS DO NOT DO NOT BEAR TRUSSES EXCEED EXISTING RTU ON WALL THIS AREA (TYP)` WEIGHTS. CONTACT FOR ;- - — — C C IF NEW RTU WEIGHTS — — — — — I I s C/ 4x10 EXCEED EXISTING RTU i J WEIGHTS: ! S Mr,l \ N i N i i I I I I i I I I I� I I I I I I I I I I(" II IMI I i I I I I I II I I I I I I I 111 i xl 6" o II I I I I II I II i II II I I I I II II I `� I II L I II i I I i I I I I i II I I —L i I i � T/ CMU WALL EL =115'-4" (THIS WALL) TRUSS BRG EL =111'4' (THIS WALL) T US B; J T BRG E 11'- I I I I (S I I I I I II II I I I T B A III I I I I II II I f l I I __ _ o I I I s--- -- --- ti I E= l0'- " jYP TC D A) I P E GII fiEE D O D t I I I I i l l l l II II I I I I I I I E t122Y I I I-' II II II `� i I I I I i l l l l I YP ,UN ) _ _ RObF T US ES e 2 0 (T ' U)�IO) —� 2-2x10 RIDG _ LLi -------- —= _ _ -I I jrz:��j I � i I M I I I T/BEAM N — — — s— z -- IIt-�I I I I I II II I I I II II I I —� -0 — I I GIRDER TRUSS I-1 I I i I I I I I I I II II I I I I I I I I II TBEAM I I I I I I EL 112172Y" 1 I�I - - - 11-- 1=r= �_ � --ii -- ii — H -- — i� — -- — ---H --I 1 � I�I I�I i �- - � I I I I x - .o T/BEAM LJ I I I NG EE ED WO D 00 1R SS S @ 24" C Y ) I (- - - - - - - - I I EL 112'-2Y" H- wp _�I I� __Ilw t I I I II II I I I II II II 6/52.2— Q— -- -- I1-- — -- -- --+t n I I I I I I I I I III I I x __------ x I r4/52.2 II� I I I I II II I I I I H _ �— -- -- I �_ 4/S2.2 I I I (�I i I t I I I I I I I i I I mo_ - 44 � I— � r 'L __11 - -- --- IL- I IT 11 - � -- -- II II I i i I I I I I I I I I I I I I I I I I I I I II — I SEf�9/S2.2 FOR II I I I I II I II I I I II I II I I _ o i _ I I I I I I I I I I I I I 24 N_OT_E_S=-I_RI1P�PE — BEAM Typ Ca CLERESTOR 1— FRV�ME (TY) CB I I - - - - - - Con N SCh E W LL EL 1 I S' 10" T/ EA N j I — — w _ — S_CREEN W ALL_— i I PE CH 4/S .3 '� EL 110' 0" M I I I PER ARCH I f O — i I I IIII i i I I I t i N o I� 00I I I I I I I I I I I I I I I i I �� — -- -- — 1I I I I I I I I I I I I 1 I I I I I I 13 31 I oUERF E W TR SS S I I I I I I I `�� \ —_ a SEE 5/S2.2 FOR CONT TRACK & I r— — -- -- -- -1-� COORD B/ BEAM EL W/ ARCH. O_ T;aR9& II)I z 2.3TAWALL STUDS ABOVE. I I — I t I I I I I I I I I I I I I I I I I I I ISa� gti I I N I HyS4x xY I I I I I I I I I I I I I I I I __ __ 44 I I o I I I I I I B12AC (SIIVI) I I I I I I I I I I I I I I �� -- _ — —__ I I W8 35 1 1 W81 35 1 len 0 _ W8 35 W8 35 I _44 W 35 I� -- — — -- 1 l i— --- -- �^�`' N N `f�� I I I GIRDER TRUSS BEAR W8x40 ON TOP OF STL COL. FRAME �' 2xRI PS N W835 INTO W8x40. 24""OC(TYP) TRUSS BRG PLYWOOD � EL=110-0 '" ROOF DECK " (TYP) (TYP, UNO) / GIR E T SS GIR E TR SS — — — — — — No. 14x10 (TYP @ PAVILION) GIRD R USS O O O GIRD R USS 6/S2.4 xr 1/S2.2 TRUSS BRG EL =111'-4" (THIS WALL) CONT CB-2 / / \ \'" r 1 ° / / \ \ CONT CB-2 d — — / / / \ \ \ — — w / / / \ \ PER 13/S2.3i 0 �� PER 13/52.3 / / \ \ / \ (TYP) \ (TYP) 51. kuciE CGtIi PLAN URI THESE PLANS ANIi ALL �110POCSMNC�W t am Gulw. i l' TU ANY CORRECTIONS %" PLYWOOD / / I I I \ \ T/ CB-2 EL-112'-6Y8" DATE: /�� ♦ %" PLYWOOD REQUIRID ➢Y PIELD fNSP6CT0H8 THAT ROOF DECK /\ (TYP @ MEMBER BAR) LEC: �i I I i ROOF DECK MAY BE NECESSMY IN O�iDr1-A TO a �i I I I I I I I I �` DATE: - 1 ROOF FRAMING PL N 11 I 14xI I II COMPLY WITH ALL APPLICA13LE CODES. b�5� it I 14d� I 1 11 PLUMB: DATE: MECH: LOWE STRUCTURES, INC. 4337 Pablo Oaks Ct., Suite 101 Jacksonville, FL 32224 (904)992-0377 FL Cert of Auth: 28261 EOR: J. Matthew Lowe FL PE: 59027 7Y" (TYP @ WOOD BRACKETS) T/ CB-2 EL = 112'-6Ys" (TYP @ MEMBER BAR) "A m O O O w5 �4 � w 0 w w O w w QN o o v; a, 0 z ~ THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. BASHAM & LUCAS DESIGN GROUP, INC. PLANNING •ARC}iITECTURE1LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamiucas.com Lic. Nos.: AA26000586 Ile- O � e 1 1 i-TA;T OF ®", 46 L R1 �r DRAWN BY TJM CHECKED BY JML DATE 3-26-14 JOB NO. 13-40 SHEET NO. S1,02 PRE-ENGINEERED TRUSS PER PLAN CONT HSS6x2xA SEE 6/S2.2 FOR CONN TO ROOF TRUSS 6" 18 GA WALL STUDS @ 12" OC SCALE: NTS ® TRUSS BRG EL PER PLAN I I CONT 18 GA TRACK I I W/ (2)-#12 SCREWS I I @ EA STUD & 0. 145 "0 I i PAF @ 4" OC INTO I I STL TUBE I I I i I SIMPSON SPH I I @ 16" OC WALL SHEATHING SECTION 52.3 SCALE: NTS ROOF SHEATHING PER PLAN (TYP) 2x BLOCKING CLIP, PER FASTENER SCHEDULE (TYP) GC TO PROVIDE VAPOR BARRIER UNDER TRUSSES (TYP) 2x BLOCKING @ 24" OC TRUSS BRG EL f PER PLAN ROOF TRUSS PER PLAN (TYP) WALL FINISH PER ARCH (TYP) SECTION S2J SCALE: NTS At '111 T/ CONIC BEAM EL PER PLAN "CB-2" PER 13/S2.3 2x6 BETWEEN TRUSSES W/ A" Ox2A" TAPCON SCREWS @ 8" OC STAGGERED (TYP) WALL REINF PER GENERAL NOTES ROOF SHEA-""„-. PER SIMPSON �.. W/ (6)-10dx1Y" NAILS INTO RIDGE BEAM & (5)-10d NAILS INTO 2x FRAMING (TYP) #3 TIES @ 8" OC (TYP) #5 EF (TYP) VARCHED BEAM, 'ER ARCH STI SCALE: NTS :DETAIL SCALE: NTS ROOF SHEATHING PER PLAN TYP 2x BLOCKING CLIP, PER FASTENER SCHEDULE (TYP) rn rn nvn��m� ROOF TRUSS PER PLAN TRUSS BRG EL PER PLAN SIMPSON HU210 WHERE TRUSS HAS A MAX REACTION OF 2000# AND MAX UPLIFT OF 500#. COORD W/ TRUSS SHOP DWGS. CONTACT FOR CONNECTION WHERE LOADS ARE HIGHER THAN SHOWN. to SECTION S?.-> SCALE.: NTS PER PLAN T/ CONC BEAM EL PER PLAN 2x6 BETWEEN TRUSSES W/ A" 0x2A" TAPCON SCREWS @ 8" OC STAGGERED (TYP) "CB-2" PER 13/S2.3 WALL REINF PER GENERAL NOTES WALL FINISH PER ARCH (TYP) NOTE: SEE 9/S2.3 FOR INFO NOT SHOWN. FRAMING Z PLAN T) F. CONT 2x PER ARCH B/ TRUSS El PER ARCF PRC BOLT TO STRUCTURE. CTION 52.3 SCALE: NTS r PLANS ltj ALL PkOPMEC W0, ARE SUBJECT To ANY COPALCT10€4,9 REQUIRBD BY PIEL© NSPECTORS THAT MY BE NECL$SA2y IN CMIXl'l TO ` s Aft €TES A R APPf—fE ,E CCP, ESo 1� DETAIL 52.3 SCALE: NTS T/ CMU WALL �aaa� TYP TRUSS BRG EL PER PLAN JSS 000# ,OORD TACT ,OADS v #4 @ 32" ROOF SHEATHING 2x BLOCKING PER PLAN BETWEEN 2x FRAMING (TYP) CONT 2x10 w/(3)-IOd NAILS @ 8" OC, STAGGERED. SLOPE 2x TO MATCH ROOF SLOPE (TYP) PRE-ENGINEERED ROOF TRUSS PER PLAN EXIST CMU WALL EXIST CONC BEAM #4 DOWEL (TYP) W CMU WALL [ST SLAB T/EXIST SLAB EL [ST FDN TYP CMU WALL r7 NFILL DET. S2 SCALE: NTS T-0" 3'-4A" A" O THRU BOLT THRU BEAM & BRACE A"O LAG SCREW U4Y, W/ 3" MIN EMBED INTO VERT \BOLTS ER PT 4x4c (TYP)A O TH A"O EPDXY ANCHOR a INTO CMU WALL W/ 6" MIN EMBED (TYP) BRACE DETAIL S2.3 SCALE: NTS 12 FINISH PER ARCH SECTION S23 SCALE: NTS BEAR 2x FRAMING ON ROOF TRUSS �- 2x FRAMING PER PLAN. SIMPSON H4 @ EA 2x (TYP) GIRDER TRUSS @ 2x FRAMING SIMPSON RSP4 @ 32"OC (T&B) CONT 2x10 w/Z"0 THRU BOLTS @ 12"OC STAGGERED. RIP 2x10 TO MATCH BEAM WIDTH. STEEL BEAM PER PLAN /O v ROOF SHEATHING j PER PLAN (TYP) INFILL / PER ARCH EXISTING ROOF j TO REMAIN • SIMPSON HGAM 10 @ EA 2x W/ (4)-1/4"xl3/4" TITEN SCREWS INTO CONC & (4)-SDS 1/4"xl1/2"SCREWS INTO 2x (TYP) �60N WAL w/#4 @ 12"OC EW CENTERED K, #4 DOWELS @ 16"OC w/6" MIN EMBED (T&B) EXISTING WALL TO REMAIN __ SECTIO. S?� SCALE: NTS L6x4xA6x4" LONG (LLH) Wl (1)-A" O THRU BOLT @ BRACE & (1)-A"O EPDXY ANCHOR INTO WALL W/ 6" MIN EMBED t�. NOTES: 1) ALL BOLTS & ANCHORS SHALL BE STAINLESS STEEL @ PRESSURE TREATED WOOD. 2) ALL CMU CELLS RECEIVING EPDXY ANCHORS SHALL BE GROUTED SOLID. WALL REINF PER GENERAL NOTES _L - CMU WALL PER PLAN PRE-ENGINEERED ROOF TRUSS PER PLAN 8" #3 TIES @ 12" OC �O C. N (2)-#6 CONT TOP, MID & BOTT v (} TYP "CB—" DETAIL S 7 3 SCALE: NTS LOWE STRUCTURES, INC. 4337 Pablo Oaks Ct., Suite 101 Jacksonville, FL 32224 (904) 992-0377 FL Cert of Auth: 28261 EOR: J. Matthew Lowe FL PE: 59027 m O 0 ►� o 0 w d O w Oa' w o Q N o � rn 0 z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. r r !, r BASHAM & LUCAS DESIGN GROUP, INC. PLANNING •ARCMTECTURE•LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic;Nos'."°A+ 0586 ,. % ® to 7 j a OR 0 . NA1, DRAWN BY TJ M CHECKED BY JML DATE 3-26-14 JOB NO. 13-40 SHEET NO. S2,0 FASTENER SCHEDULE CONNECTIONS BEARING TRUSS/RAFTER LOCATION MATERIAL UPLIFT FASTENER (1) OR STUD POST CMU WOOD ROOF TRUSS (2) CMU <500# HGAM10 (5) 4-SDSY"xly" 4-y"x2%" TITEN SCREWS - CMU <1000# 2-HETA12 10-10dx1Y" EMBED - CMU <1800# 2-HETA16 10-10dx1Y" EMBED CMU <23009 1-DETA20 18-10dxIY" EMBED CMU >2300# COORD W/ STRUCTURAL ENGINEER WOOD <400# 2-115 4-8d - 4-8d WOOD <900# 1-1110 8-8d - 8-8d WOOD <1800# 2-1110 16-8d - 16-8d WOOD > 1800# COORD W/ STRUCTURAL ENGINEER NOTES: 1) ALL CONNECTORS LISTED ARE SIMPSON STRONG -TIE, UON. OTHER MANUFACTURERS MAY BE SUBSTITUTED. NAIL SIZE AND NUMBER SHALL BE IN ACCORDANCE WITH MANUFACTURER'S CATALOG. ROOF TRUSS CLIPS SHALL BE SELECTED TO PROVIDE THE UPLIFT RESISTANCE SHOWN ON THE ROOF TRUSS SHOP DRAWINGS. 2) IN ADDITION TO SCHEDULED HOLD DOWN, PROVIDE 3-16d TOE NAILS @ WOOD WALLS. 3) EMBEDMENT OF BOLTS SHALL BE AS FOLLOWS: BOLT TYPE %" o %V10 EMBEDDED ANCHOR 7" 12" EPDXIED THREADED ROD 6" 7Y" EXPANSION ANCHOR 6" NOT PERMITTED 4) PROVIDE VAPOR BARRIER BETWEEN TRUSS & T/ CMU WALLS. 5) (2)-HETA12 FASTENERS MAY BE USED IN LIEU OF HGAM10 @ CONTRACTORS OPTION WHERE UPLIFT <500#. 5 SECTION 52.4 SCALE: N'rs EDGE OE SHEAK W AL OR DECKIN GYPSUM BOARD OF PLYWOOD PANEI NAIL SPACING @ SUPPORTED EDGES, SEE NOTES OR SCHEDULE CMU REINF CMU REINF J FILL CELLS FILL CELLS W/ CONC W/ CONC 45 CON N F CAST-CRETE 8F16-1B PRECAST LINTEL OR FOR APPROVED EQUAL MAX OPENING =5'-4" CLIP, PER FASTENER SCHEDULE (TYP) #5 CONT CAST-CRETE 8F24-113 PRECAST LINTEL OR FOR APPROVED EQUAL MAX OPENING = T-0" NOTES: 1) FOR OPNG LOCATIONS SEE ARCH DWGS. 2) PROVIDE 8" BEARING EACH SIDE OF OPENING. ET IL `-- SCALE: NTS ROOF SHEATHING PER PLAN (TYP) GC TO PROVIDE VAPOR BARRIER UNDER TRUSSES (TYP) QROOF TRUSS 1 PER PLAN (TYP) (2)-10d TOENAILS @ EA TRUSS"� T/ CONC BEAM EL PER PLAN CONT 2x '' "CB-2" PER ARCH I PER 13/S2.3 B/ TRUSS EL PER ARCH " PER 13/52.3 (2)-SIMPSON HGAM10 W/ (4)—AxI/a TITEN SCREWS PROVIDE O THRU INTO CONC BEAM & 5 � BOLT THRU BEAM & (4)-SDS Y"x1Y" SCRWES INTO TRUSS. BRACKET. I I WALL FINISH SEE 12/S2.3 FOR BRACKET j j PER ARCH (TYP) DETAIL &ATTACHMENT I / TO STRUCTURE. I CMU WALL BEYOND SE TIO - S SCALE: NTS SUPPORT IS 12" OC MAX, UNO NOTES: 1) ROOF SHEATHING SHALL BE STAGGERED AS SHOWN WITH LONG DIRECTION OF PLYWOOD TRANSVERSE TO TRUSSES OR JOISTS. 2) UNSUPPORTED (UNBLOCKED) PANEL EDGE. PROVIDE BLOCKING IF REQ'D BY NOTES OR SCHEDULE, ROOF DECK & WALL SHEATHING NAILING REQUIREMENTS DETAIL 52.4 SCALE: NTS EXISTING BEAM TO REMAIN EXISTING BRACE MEMBER & CONN 7Y" TO STRUCTURE TO REMAIN (TYP) NOTE: ALL BOLTS & ANCHORS SHALL BE STAINLESS STEEL @ PRESSURE TREATED WOOD. 7 ETAIL 52.4 SCALE: NTS TYP WALL REINF PER GEN NOTES GROUT BEAM POCKET SOLID AFTER BEAM INSTALLATION PL %"x7"x 1'-0" W/ 2-A" O ANCHORS W/ 9" MIN EMBED 16" BOND BEAM W/ #5 CONT TOP & BOTT. 4'-0" LONG CENTERED UNDER BEAM BEARING PROVIDE ADDITIONAL REINF @ BEAM BRG PER PLAN SCALE: NTS / 3a" 0 EPDXY ANCHORS o W/ 3" WASHERS (TYP) NEW Y" 0 THRU BOLT - NEW WO THRU BOLT (TYP) NEW STL ANGLE —/ TO MATCH EXISTING (L6x4xX, MIN) W/ Y," 0 EPDXY ANCHOR INTO EXIST CMU WALL. A STL BEAM PER PLAN 6"MIN SEE PLAN �j c' SHEARWALL SCHEDULE SHEAR- SHEATHING FASTENERS BLOCKING HOLD DOWN EACH END # END SILL PLATE WALL(1) FLOOR TYPE SIZE EDGE SPACING INTERMEDIATE REQUIRED POST STUDS ATTACHMENT @ SLAB SPACING SW I� GROUND 7/16" PLYWOOD #8 6" 12" YES SIMPSON S/HDU4 2 A" ANCHOR BOLT @ SCREWS (2) W/ (6)-#14 SCREWS INTO 24" OC MAX OR (3) STUDS & (I)-X" O ANCHOR ROD 0.177" 0 PAF @ 6" OC STAGGERED NOTES: 'ANEL EDGE 1) SEE PLANS FOR SHEARWALL LOCATIONS. SIN OCKG 2) SEE DETAIL 9/52.4 FOR EXAMPLES OF PANEL ORIENTATION & NAILING PATTERNS. 'ROVIDED 3) SCREWS SHALL BE FLAT -HEAD SELF -DRILLING TAPPING SCREWS. F TRUSSES WALL STUD WALL TRACK VERTICAL STUD (TYP) WALL STUD I I WALL TRACK 2-#10 SCREWS I I @ EA STUD (TYP) I I VERTICAL STUD (TYP) 2-#10 SCREWS @ 8" OC (TYP) HORIZONTAL STUD (TYP) HORIZONTAL TRACK SECTION (TYP) TRACK TRACK SECTION (TYP) HEADER DETAILS TYP r f (I"A HEADER SCALE:NTS TYP HEADER SCHEDULE OPENING VERT. HEADER HORIZ. HEADER JAMB STUDS SIZE FRAMING FRAMING <4'-6" (2)-800S200-33 (2)-600T125-43 (3)-600S137-33 <6'-0" (2)-1000S162-54 (3)-600T125-54 (1)-600S 137-33 (4)-600S137-33 NOTE: CONSTRUCTION ABOVE BEAM IS NOT SHOWN FOR CLARITY. 0 NEW PT 4x4 '-- Y4" O EPDXY ANCHORS (TYP) ® PT 4x4 EA SIDE OF EXISTING BRACE %" O THRU BOLTS (TYP) EXISTING BRACE MEMBER SECTION A -A EXISTING WALL TO REMAIN THESE PLANS' ANC i ALL PRPME'pW€ r ARE SUBJECT TO ANYY-CORAECTIONS REOUIROD BY PIELD 1WSPECTORS THAT MY BE NECE96ARY II1 ONXA TO COMPLY IVIVI LI-, A PPLIC BLE CODES. CONT 8" BOND BEAM W/ (1)-#5 CONT FIN GRADE —" PER ARCH CMU, PER ARCH GROUT ALL CELLS -.. SOLID BELOW GRADE- FTG REINF PER SCHED SEE SCHED I s S C'T y -- S?.4 SCALE.: NTS I S"?.4 SCALE: NTS PLAN DETAIL sry 4 SCALE: NTS PAVERS PER ARCH T/ PAVER EL PER ARCH CMU REINF PER GENERAL NOTES T/FTG EL Q PER PLAN 3" CLR X Q 12" PROVIDE #4 @ 12" EA SIDE OF STEP 12" TYP WALL FTG REINF P-2" MIN NOTE: CONTRACTOR SHALL FIELD LOCATE REQUIRED FOOTING STEP LOCATIONS AS TO ACHIEVE A MINIMUM FOOTING BURIAL OF 16" BELOW EXTERIOR FINISHED GRADE. TY' FOOTING I STIa P DETAIL S2.4 SCALE: ZITS LOWE STRUCTURES, INC. 4337 Pablo Oaks Ct., Suite 101 Jacksonville, FL 32224 (904)992-0377 FL Cert of Auth: 28261 EOR: J. Matthew Lowe FL PE: 59027 m m7*� C�n o W � ~ � N v O w w o N o � rn d z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. pl 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic. Nos.: AA26000586 n') 0 277` �q w �L01�w� DRAWN BY TJM CHECKED BY JML DATE 3-26-14 JOB NO. 13-40 SHEET NO. S204 i I� OF BIfING WALL LEGEND: \. INDICATES EXISTING WAI I USE 8" CMU AT BELOW ALL NEW WINDOW - TYP m INDICATES NEW 8" C.M.U. REFER TO SHEET Al.la OF WINDOW TYPE "C" FOR ENLARGED PLAN OF A INDICATES NEW STUD WALL THIS AREA LLL INDICATES SOUND ATTENUATION BLANKET z� X NINE 0111111111111 =EllE m NINE mimmi mimim mmim mmmmw* X GENERAL NOTES: I j- AW 11=77 47"l 1,777, ---:PQ NOT --SCALE DRAWINGS. IF DIMENSIONS ARE IN /\ j \— _ _ _ _ _ � ;,,, — ,Y QU-E§Tl�N-TH -NTRACTOR IS RESPONSIBLE FOR -1 F -E &a ELECT OBTAIN ING--CbkRlFfCAT1%I--FRbV-TH E ARCHITECT BEFORE 'N CONTINUING WIT HTHE WORK--------_ —1 L 5211 I L I L PRIVATE f -01 U IN THE OFFICE DINING DRAWNGS OR CONFLICTS BETWEEN HE I CTURAL F115 DRAWIN AND THOSE OFTHE ENGINEERS, NEW OPENING I OFFICE 0 F112 I U IN TH E I CTU[ DISCREPANCY ENGINEERS, C TRACTOR IN EXISTING ALL HE SHALL REQUIRED TO NOTIFY THE ARCHITEC E RE 11031 103 HEAD OCEEDI DOL F ZER CMU WALL 115 PRO PR G WITH THE WORK. L03BY STOR 21]III EK I ol 104 El mn 041 Efil -4� ALL NEW�INTERIOR WALLS ARC -A-- SUDS(U. N Fl -7 1 VERIFY /& MATCH EXISTING- --WALL Se FINIS THICKNES A� 4- ALL NEW EXTERIOR,WALLS ARE 8" CMU (U. .0.), VERI 100 lul INFILL WAI.L -MATCH GOLF 121 H WALL &,MSIH THICKNESS. (DEXISTING "HINKNESSIIIJ SHOP LL INTER19 R DIMENSIONS GIVEN ARE M ACE OF 114A COLUMN STUD 14 rn RESTAURANT F119 FACE F STUD OR BLOCK OR LFURM N ENTERLINE (U.N. EXTERI DIMENS��S ARE FROM FACE OF LOCK TO FACE II F ASSIST CENTERLINE (U.N.0 PRO OF OCK OR C 3060 2060 3W olz J R 17 110 NEE 10111111111111 ElEllE MINE NINE IEEE mimmi K I TCo� Mi NEW OPENING 6- I—� III4t� RESS� ( �., \ / ♦ - II ❑ I I IN EXISTING FT RESS RESTRIVI CMU WALL MARKE 116 / - SAL =7 Fl—o-91 105 4 11131122 .1 -00 F - - -1 TEND 1 AT 4KJ7\4)12 A3 14U Fl-1-8 I _A5' 3 4 R -3y IIIAN 7 Z —777 �7 08 -7 S - o 60 18'-8" 4 16 Ai 1 5-4"-, -8 5 -4 2, 0/'/4 %/IIOIOHALL 139 HALL 123 106 143 3-6 F140] MEMB 0 DR(_-E� HALL E142] EN Y 23 i --�, � \OR AlR VE � OE — ��� i C___,,\ \,.- J II 106 u I I --- MEMBER 0 139] F /ESTIBUL 133 150A C14 7 �MENS❑_— _— II -- I (15MEISA U�D OILEK I 0 7N UTIL Or E152] -1 F :1 LLJ TORAGE 148 148 ] 3 'STIBUL WOMENS FF-1 ._:._ _—� �I _ I�III�III //©/� ' III / =\ _ \\_ II _ / /IIII \ II \ / ' 0\_- 152A TOILET TOILET F EE n L= LL-- I I L0 GA LERY Fl-4 4 1 7c 5 F128] MEN [)-fM—E�S 00 LAV L-A WOME&S, V� MENSx/'- MENS E150] Fi47 LS OMENWOMENS LOCKEK LOCKER 130LOCKER - - OCKE F MEET 0 IC —1 E :1 F1371 B I 151] - - RO F 46 146B rl'2 146A 14 132A) � 3 2. -00 131 B MEMBER A2.1 III I I \\ 9 - @�O)B 147 3) :1 E- VESTIBULE I Hk 131 MEMBER 00 USE 8" CMU AT BELO �77777/777 DIN NG B 'I' Lo Lo ALL NEW WINDOW - �p BANQUET )T600 IV I I OF WINDOW TYPE ROOM F-12 7-] o 1 4 00 04- -K) T !F� 0)II II PATRON 0 9 MEMBER (127B 9 n� - 68 ANTI ROOM TERRACE \cy- TERRACE T -u-) II © I I _ I ( I-58� -00 -00 Fl 5-91 -co 5-6]O Fl — El 4 3'-11 KITCHEN 00 6'- -5" 15'- 8,V2 1 4Y2 6 ol 11, oll 16'-4Y2" 15'-8)/2" EIEm m T MINE NINE NINE 00 7 NEEll Lj®r) 1206 B -u-) III © I / v I -All III Ld cyl A 11 (o 25A 13 / \ \ h \'Z B 157A IEEE EEE" mm EEE" EEIIE EEE 1 B C-0 13 \ I 3.5 �-� / I \ 2 04 04 0 o ol It 0 r5 I I I I I I REFER TO SHEET Al.lc 00 01 10 REFER TO SHEET Al.lb n Lo Lo 10 FOR ENLARGED PLAN OF - I FOR ENLARGED PLAN OF THIS A 04 P THIS AREAO I 0 I 'b r-1 F-157-] FIRE PIT, RE: M BER CN A cq I.D.DRAWINGS cq BAR r 11 1, r I r cq 11 THESE PLAN,3 AN�) ALL Pk ?OWEVWJHK 125 T TO ANY CORAECTIONS ARE SUBJEC I \\ \ O / O/ / REQUIRED BY FIELD rNSPECTORS THAT rAAY BE NECE9011Y IN 090CR TO CODES. FLOOR PLAN � � / � � � �� O ;� 10 _ �� r- ----- SCALE: 1/8" 1' 0" 2'- 1 l'- 1 OY2" 2 -0" 1 l' - 1 OY2" + 3'-8$' 5'-4" 2' OY4 EXISTING BUILDING AR (ENCLOSED) 9,470 SF 15' :-LOYZL_ ADDITION 9,810 SF 15'- 1 0A TOTAL ENCLOSED/CON ITIONED AREA :19,280 SF : 2 274 SF 88'-nl/. uuVLmLu ILmmm%.'L / , 3W-4-�-- --- -- - 11 + COVERED PORCH 1,197 SF TOTAL AREA UNDER ROOF :22,751 SF NOW 0111111111111 mmillill imimm EEEI EIIEE EIEE `EEE EIIEE m + + ER TO SHEET Hl.l REFER TO SITE PLAN, !SHEET SP1.1 FOR/6XTENT OF REFER TO SHEET A1.4 2 REF, I ENLARGED PLAN OF 77FOR ALTERNATE ENCLOSED FOI� SIDEWALK, PARKING & OTHER SITE RELATED INFORMATION. A2.1 'AINING WALL & STEPS PLAN OF PAVILION RE' m 1-111-11 E- m MEE M111111111111[t� c ) z 0 a- Of 0 (n Ld qq U u Lli o 9 C, rczs-t-- THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. � Q � � U � c.H ,� U a � O 7-0 INC con PLANNING -ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic.Nos.: AA26000586 LC26000508 DRAWN BY MTL CHECKED BY MTL DATE 1-7-2014 JOB NO, 13-40 SHEET NO. Al * I GENERAL NOTES. - DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WIT HTHE WORK. IN THE EVENT OF ANY DISCREPANCIES FOUNG IN THE _ DRAWINGS OR CONFLICTS BETWEEN THE ARCHITECTURAL M DRAWINGS AND THOSE OFTHE ENGINEERS, THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE ARCHITECT BEFORE crlv PROCEEDING WITH THE WORK. ALL NEW INTERIOR WALLS ARE 4" METAL SUDS (U.NO.) I VERIFY & MATCH EXISTING WALL & FINISH THICKNES AND ALL NEW EXTERIOR WALLS ARE 8" CMU (U.N.O.), VERIFY & N MATCH WALL & FINSIH THICKNESS. ALL INTERIOR DIMENSIONS GIVEN ARE FROM FACE OF STUD TO FACE OF STUD OR BLOCK OR COLUMN CENTERLINE (U.N.O.) EXTERIOR DIMENSIONS ARE FROM FACE OF BLOCK TO FACE OF BLOCK OR COLUMN CENTERLINE (U.N.O.) ALL DOORS TO BE LOCATED 6" (VERIFY WIDTH OF DOOR TRIM W/ I.D. DRAWINGS) FROM ADJACENT WALL OF COUNTER OR CENTERED IN WALL (U.N.O.) SEE SHEET A5.1 FOR DOOR & WINDOW SCHEDULE AND REFER TO I.D. DRAWINGS FOR FINISH SCHEDULE. REFER TO FOOD SERVICE DRAWINGS FOR KITCHEN EQUIPMENT o AND BAR EQUIPMENT LAYOUT AND SPECIFICATIONS I WALL LEGEND: INDICATES EXISTING WALL I INDICATES NEW 8" C.M.U. co INDICATES NEW STUD WALL N I INDICATES SOUND ATTENUATION 44 BLANKET - 0 KEY NOTES: 1. FIRE EXTINGUISHER, VERIFY LOCATIONS W/ LOCAL FIRE MARSHALL N FIRE MARSHALL. I 1A. EXISTING FIRE EXTINGUISHERS - VERIFY LOCATIZX \ 2. LINE OF SOFFIT/SKYLIGHTS ABOVE \ I 3. BUILT-IN CASEWORK (RE: I.D. DRAWINGS) 4. FLOOR DRAIN, RE: PLUMB 5. SOUND ATTENUATION BLANKET / 6. MOP SINK, RE: PLUMB / 7. 1 1/2" MTL. FURRING OVER C.M.U. 8. PROVIDE 4" CONCRETE SLAB RECESSED 6" UNDER NEW WALK-IN COOLER/FREEZER - COORDINATE W/ FOOD SERVICE DRAWINGS - SEE DETAIL x/H1.1 9. 12"" SQUARE PLAIN COMPOSITE COLUMN AROUND STRUCTURAL POST, RE: STRUCTURE 10. ROOF ACCESS LADDER, RE: 4/A3.5 11. FIREPITE, SEE I.D. DRAWINGS LOW WALLS FOR BOOTHS, RE: I.D. DRAWINGS / tx h / / I 7'-0" 7'-4" ALL / I I / 153 / 00 / tK 2 8" -�k 5'-4 -10 8'-7 49'-01, 6'-9" OF BUILDING 9'-0" 6'-9„ / 1 - 7 I 7 I 143 I i UTI L ° IL T1 A MENS o 4 143 _ TOILET o 6' o0 �/ I .,'949A 73/4'140 5-53�4. in `n o I T149B I &4I T 0 — - STORAGE ; �, °' 1 �n / 152A \ 152 1n15OA �7 147A T y 7 VESTIBULE 152A 7'-4" 9'-2„ EQ 3'-0$' EQ (CLR)�- 5 Ln FILL IN EXISTING OPENING, MATCH WALL WIDTH AND FINISH ON BOTH SIDES o MEETING ROOM STIBULE 155 0 152A I rn I 4 � 5 8'-3„ 155 l ANTI ROOM 156 19'-5" FILL IN EXISTING OPENING, -MATCH WALL WIDTH AND FINISH ON BOTH SIDES 8'- 6" 6' -4" 5 11'-2" _JrUTIL 10 5 144B _ I 4 I 148 148 2 0 _\° TC IL T o — — f 3'-9y2" '-1» 6'-83�4'6'_1y4" 5,-5„ 6'-5)/4" 44A 1446 144C� I 6" — 4 ACCE I o) I I ( l1 TOENS ILE 149C p p `° � 00 VTOILET p 0 0 n v 144 144C is 0 0 " 71 OWERX__N / '� I / I A141 SH I F ((GALLERY - - ° I p p 1A o ` 144 4� 151A N N 145A / - I` 1IIL—�I /' \ 3, 5 I II I CO MENS 0 po WOMENS cD LAV LAV — ° o i II I L1501 11471— — 2'-0" 0 6 0 2'-0" o I F III p MENS LOCKER p — IL-�IIL O LOCKER 146A 1466 145 Io 0 0 15o1 in JAN , o 7//0\\ 0 146 ' N I II 1 S H 0 W E 1516 151B 5'-5" II 3'-11" I 2'-6y4" I I M I II 150E -- ---__ 45B Q 5'-9" SHOWER � 1476 145B C-�D -- - 156A 00 9'-10)/4" 5'--934/ " 5>-53/4" 9'-10y4" 18'-2y4" 7'-0'$ 27'-1 „ THESE PLANS ANU ALL PROPO: `-D WORK PATRON ARE SLBJECT TO ANY COMEC T IONS TERRACE REQUIB80 BY FIELD rNSFECTORS THAT 158 MAY BE NEC19SANY IN CNXA TO (COMPLY WITH AI_l APPLICARLE CODES. J 15'-8)/2" J-- 5'-5" 6' 6'-4" I II I 16 I I I 00 1 • I I I 00 16'-4)/2" 1 1'-0" 11 FLOOR PLAN SCALE: 1 /4" = l' — 0" mission THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. O V1 r� BASHAM & LUCAS DESIGN GROUP, INC. PLANNING -ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic. Nos.: AA26000586 LC26000508 �1 DRAWN BY MTL CHECKED BY MTL DATE 1-7-2014 JOB NO. 13-40 SHEET NO. 111111 monsoon THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. ^V1 t ct f1 � � O O � � r-c INC CA r--� BASHAM & LUCAS DESIGN GROUP, INC. PLANNING •ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic. Nos.: AA26000586 LC26000508 DRAWN BY MTL CHECKED BY MTL DATE 1-7-2014 JOB NO. 13-40 SHEET NO. �Al.lc' 1 O REPLACE EXISTING 2x2 SUSPENDED CEILING WITH NEW SUSPENDED DRYWALL CEILING — TYP 0 * * O O 0 *1 O 181liuiol S] REPLACE EXISTING 2x2 SUSPENDED CEILING WITH NEW SUSPENDED DRYWALL CEILING - TYP 0 0 0 (4� WALL LEGEND: INDICATES EXISTING WALL 2 2. INDICATES NEW 8" C.M.U. REPLACE EXISTING 2x2 SUSPENDED INDICATES NEW STUD WALL CEILING WITH NEW SUSPENDED /_ I - DRYWALL CEILING - TYP INDICATES SOUND ATTENUATION BLANKET 0 0 0 0 0 0 GENERAL NOTES: DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR IS RESPONSIBLE FOR O O 3 o cm p C� o tEG� OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE 0 0 Q_ ® 0 0 0. 0 0 0 0 ®:1 1 120 - CONTINUING WIT HTHE WORK. S 0=7- IN THE EVENT OF ANY DISCREPANCIES FOUNG IN THE o a o DRAWINGS OR CONFLICTS BETWEEN THE ARCHITECTURAL g ': g DRAWINGS AND THOSE OFTHE ENGINEERS, THE CONTRACTOR O O O O O O — ® p v o SHALL BE REQUIRED TO NOTIFY THE ARCHITECT BEFORE O O 0 9 PRIVATE 0 0PROCEEDING WITH THE WORK. c-- - -- - - O } O�{112 0, o o o COORDINATE LOATION OF ALL LIGHTING, CEILING DIFFUSERS, o -�- _ _ _ O � E ® EXIT SIGNAGE AND OTHER CEILING DEVICES WITH MECHANICAL 1 O 1 0 J ANDELECTRICAL DRAWINGS. ALL NEW CEILINGS HEIGHTS TO BE 9 —4 A.F.F. (UON) 0 �ESTAURAf� 0 O g ipi „ mw A3.1 1. NEW SUSPENDED CEILING IN THIS AREA — 9. CROWN MOULDING — RE: I.D. DRAWINGS 7 OQ �O MATCH EXISTING. 1 0 0. SKYLITGHTS 7 THESE PLANS AND A Os . R Qp 0 "t° _` " .` ` = 2 EXISTING GYP BD CEILING IN THIS AREA, ,`," _ 0 ARE E%.��p'�`i�� " , i", 6 REPAIR AS REQUIED AFTER EXISTING WALLS 11. CASED OPENING @ 9'-6" AFF — RE: I.D. ® SLR ©A�dYCOE�A ~~ _ 6 0 6 REMOVED AND NEW WALLS CONSTRUCTED. DRAWINGS p R ► BYPIEId 3THA o � O Rd�'�CTC�� i \ PAVIL N /.` ~ 7 3. NEW GYP. BD. CEILING — MATCH EXISTING MAY BE ISSMyjR4 lq To 12. CASED OPENING © 8 0 AFF RE: I.D. �' '�� �� �P ~ 157 / CONSTRUCTION. DRAWINGS - ���A! E CODES. Y A -P 4 O VARIES C7 13 OVERFLOW DRAINS OUTLETS RE VAR ~ • . " 4 NEW T&G WOOD CEILING (SHIM TO PROVIDE , " " ROOF 0 � 00 ` FLAT SURFACE) - REFER TO I.D. DRAWINGS FOR MECH " PROFILE & FINISH. " _ _ ~ 5. STRUCTURAL BE AM & BRACKETI 6. FAKE WOOD BEAM - REFER TO I.D. DRAWINGS FOR DETAILS. 7. HARDIE PANEL SOFFIT W/ SOFFIT VENT - MATCH EXISTING. 8. ROOF ACCESS PANEL REFLECTED CEILING PLAN 6 A2.1 >_ m a H Z z o H z w 9- Of- c.) O (f) v � Lo � w o w It w ~ M Q 0 0 o, 6 z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. tit � rz� � O BASHAM & LUCAS DESIGN GROUP, INC. PLANNING •ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic. Nos.: AA26000586 LC26000508 L DRAWN BY MTL CHECKED BY MTL DATE 1-7-2014 JOB NO. 13-40 SHEET NO. 1,0 SINGLE —PLY MEMB TAPPERED INSULAI )/8" PER FOOT MIN' SHEATHING ON PR WOOD TRUSSES FAMI 160WAA EXISTING STANDING SEAM METAL ROOF AND DOWNSPOUTS, TIE IDS I N=M FLAN�i ANL) ALL wVuVW\ DS AND DOWNSPOUTS, TIE INTO STORM, RE: CIVIL ARE SUBJECT TO ANY COMECTIUNS INTO STORM, RE: CIVIL REQUIRM BY FIELD NSPECTORS THAT MAY BE W-CI96MY IN 09MR TO OOMPLY W, ITH ALL APPLICAPLE CODES, Ku"OF ]PLAN SCALE: MT�m z z C v) Li U 0 � 0 LLJ c7l 0 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. le� B HAM & LUCA S DESIGN GROUP, INC. PLANNING -ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic.Nos.: AA26000586 LC26000508 DRAWN BY MTL CHECKED BY MTL DATE 1-7-2014 JOB NO. t3-40 SHEET NO. A I a 3 ./\ 1/\ /\ /\ /\ A ISTEEL BEAM, RE: STRUCT. HARDIE SOFFI TO BOTTOM ( FRAMING, PR( CONT 2" SOF Al DETAIL (FROM 13/A3.1 & 13/A3.2) ICOLUMN/BEAM CENTERLINE ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF DECKING ON PRE ENG. WOOD TRUSSES (RE: STRUCT) PREFINISHED ALUM GUTTERS AND DOWNSPOUTS, TIE INTO STORM, RE: CIVIL—, T.O. BEAM ELEV. 10'-0"__ --[-- 1 x3 #1 P.T. TRIM ON 2x8 #1 P.T. FASCIA (PAINTED) 2X SUB FASCIA HARDIE SOFFIT PANELS TO BOTTOM OF 2x4 FRAMING, PROVIDE CONT 2" SOFFIT VENT STUCCO FINISH ON PREFORMED 2x FOAM SHAPE COLUMN/BEAM — CENTERLINE I T.O. SLAB ELEV. 0'-0" �WAL�L_SEC T (FROM 7/A2.2) MAE 1 x6 STAINED T&G CEILING, SHIM AS REQUIRED F/ LEVEL SURFACE TRUSS BRG. TOP OF BEEA�M_�__ ELEV. 10'-0"" Y TIMBER BRACKET, REUSE/ MATCH EXISTING SEALANT & BACKER ROD CASEING BEAD WALL CONSTRUCTION:" PAINTED STUCCO OVER �_L\ WALL CONSTRUCTION: J" PAINTED 8" CMU (RE: STRUCT.) STUCCO OVER PAPER BACKED LATH, WEATHER RESISTANT BARRIER ON _�T.O. SLAB _ 1 /2" EXT. SHEATHING ON 2X ELEV. 0'-0" WOOD FRAMING 14 — STUCCO FINISH ON PREFORMED A3,5 2x FOAM SHAPE — SLOPE ALL HORIZONTAL SURFACES TO PROMOTE POSITIVE DRAINAGE SCALE: 1 1 /2"=1 '—O" I I I I � I I I i i I ION SCALE: 3/4"=1 '-0" A 12 7� PAVILION 157 BUILDING SECTION (FR;)M A'1 , "I , 1.2 & A1.3) 10' -8>' SHIMASREQUIREDv F/ LEVEL SURFACE STEEL BEAM, RE: STRUCT. WALL CONSTRUCTION: J" PAINTED STUCCO OVER PAPER BACKED LATH, WEATHER RESISTANT BARRIER ON 1 /2" EXT. SHEATHING ON STUD FRAMING ARCH MOULDING SPECTIS, MODEL # BL2499 OR EQUAL SHIM AS REQUIRED 10" SQUARE COMPOSITE —� PVC COLUMN WRAP AROUND STEEL TUBE — RE: STRUCTURE PAVERS ON SAND BED, SEE SHHET H1.3 FOR LAYOUT LINE OF FOOTING/FOUNDATION BEYOND RE: STRUCT, Kli A I Lm mbm PREFINISHED- ALUM FRAME, SEE A5.2 SCALE: 1 /8"=1 '-O" N ROOF CONSTRUCTION: STANDING SEAM METAL ROOF, OVER WEATHERPROOF UNDERLAYMENT ON ROOF SHEATHING ON WOOD TRUSSES (RE: STRUCT) INGLE PLY MEMBRANE ROOFING 0 TAPERED INSUL. (SLOPE Y8" PER FT. MIN), EXT. SHEATHING, AND OOD FRAMING ELEV. 10'—S'_� KITCAN OgLT.O. SLAB ELEV. 0'-0" SCREEN WALL FOR MECHANICAL EQUIPMENT, RE: DETAIL 3/A3.5 & ROOF PLAN FOR ACTUAL LOCATION EXTEND SINGLE PLY MEMBRANE UP BACK SIDE OF WALL AND SECURE UNDER METAL ROOFING SINGLE PLY MEMBRANE ROOFING ON ROOF BOARD SECURED TO WOOD FRAMING SINGLE PLY MEMBRANE ROOFING ON TAPERED INSUL. (SLOPE Y8" PER FT. MIN), EXT. SHEATHING, AND WOOD FRAMING STAINED T&G CEILING, SHIM AS REQUIRED F/ LEVEL SURFACE SEALANT & — BACKER ROD :2xFOAM CCO FINISH ON PREFORMED Al SHAPE —ALIGN W/TOM OF BANDING AT SOFFIT STUCCO ON 8" CMU (RE:— STRUCT.), 1 J" METAL FURRING, RIGID INSULATION, Y2" GYP. BD. CHAMFER TOP OF PIER AS SHOWN STUCCO FINISH ON PREFORMED 2x6 FOAM SHAPE — SLOPE ALL HORIZONTAL SURFACES TO 1 PROMOTE POSITIVE DRAINAGE — CONCRETE PIER & FOOTING, RE: STRUCT. SCALE: 3/4"=1 '—O" mllllll� 4" CONC. SLAB ON GRADE W/ WWF 6X6— W1.4X W1.4 ON VARPOR BARRIER & COMPACT SUBGRADE BUILDING SECTION (FROM A3.1 & 2/A2.1) SCALE: 1 /8"=l'—O" d ° ° � a d � d 4 ° ° 44 d ;_� WALL SECTION 1 J (FROM 7/A2.2) ° SCALE: 3/4"=1 ' —O" ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF DECKING ON PRE ENG. WOOD TRUSSES (RE: STRUCT) R-30 BATT INSULATION SINGLE PLY MEMBRANE ROOFING ON TAPERED INSUL. (SLOPE Y8" PER FT. MIN), EXT. SHEATHING, AND WOOD FRAMING INSULATED IMPACT GLASS IN ALUM FRAME, RE: WINDOW SCHEDULE ON SHEET A5.2 STUCCO ON 8" CMU (RE: STRUCT.), 1 1" METAL FURRING, RIGID INSULATION, Y2" GYP. BD. BUILDING SECTION STUCCO ON 8" CMU (RE: STRUCT.) T.O. CMU ELEV. 15'-4" TRUSS BRG. ELEV. 8'-1 1 " T.O. SLAB ELEV. 0'-0" (FROM A1.1, 6/A2.1 & SCALE: 1/8"=1'-0" 2/A2.2) LINE OF RTU, RE: MECHANICAL DRAWINGS FOR ACTUAL LOCATION SINGLE PLY MEMBRANE ROOFING ON TAPERED INSUL. (SLOPE Y8" PER FT. MIN), EXT. SHEATHING, AND WOOD FRAMING SECURE TRUSSES TO CMU, RE: STRUCT. FOR STRAPS & HOLDDOWN - -_-#*T.O. CMU _— ELEV. 10' —0" SUSPENDED GYP. BD. CEILING, REFER TO SHEET A1.2 FOR CEILING HEIGHTS THEIE PLAN a AND ALL PFiOPOsE J iiiorjra ARE UBJECT TO ANY CORRECTIONS R OUIRBp BY PIED INSPRCTORS THAT UAY BE NECE96My III ak)LR TC) COMPLY MTH ALL APPLMJpr E eo EBe Y2" GYP BD. ON METAL FURRING ON EACH SIDE OF 8" CMU (RE: STRUCT) 4" CONC. SLAB ON GRADE W/ WWF 6X6— W1.4X W1.4 ON VARPOR BARRIER & COMPACT SUBGRADE r NOTE: REFER TO I.D. DRAWINGS FOR ALL FINISHES AND TRIM PROFILES - vd d 2 ° a ° WALL SECrCION 16 (FROM ,A2_, ROOF DRAINS, RE: PLUMBING " GYP. BD. SECURED TO BOTTOM OF WOOD FRAMING Ai SCALE: 3/4"=1'-O" m I —I ~ o � Ld O H O w � O 0 w o 0 O cv THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. U ct ICU o a BASHAM & LUCAS DESIGN GROUP, INC. PLANNING •ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic. Nos.: AA26000586 LC26000508 DRAWN BY MTL CHECKED BY MTL DATE 1-7-2014 JOB NO. 13-40 SHEET NO. A3. ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF — DECKING ON PRE ENG. WOOD TRUSSES (RE: STRUCT) SINGLE PLY MEMBRANE ROOFING ON TAPERED INSUL. (SLOPE Y8" PER FT. MIN), EXT. SHEATHING, AND WOOD FRAMING ' _TRUSS BEARING ELEV. 1 1 ' —4" TRUSS BEARII ELEV. 10'-0" REFER TO STRUCT FOR CONNECTION OF WOOD TRUSSES TO METAL STUDS SUSPENDED ACOUSTICAL — CEILING REFER TO SHEET A1.2 FOR CEILING HEIGHTS " GYP. BD. ON EACH SIDE — OF 6" METAL STUD — PROVIDE SOUND ATTENUATION BLACKET 4" CONC. SLAB ON GRADE W/ WWF 6X6— W1.4X W1.4 ON VARPOR BARRIER & COMPACT SUBGRADE I T.O. SLAB ELEV. 0'-0" a ° 13 a a a WALL SECTION ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF DECKING ON PRE ENG. WOOD TRUSSES (RE: STRUC PREFINISHED ALUM Gl AND DOWNSPOUTS, TIE INTO STORM, RE: CIVIL 1 x3 #1 P.T. TRIM ON 2x8 #1 P.T. FASCIA (PAINTED) HARDIE SOFFIT PANELS (MATCH - EXISTING) TO BOTTOM OF 2x4 FRAMING, PROVIDE CONT 2" SOFFIT VENT FLUSH TO BACKSIDE OF FASCIA BOARD 12 7 F; BLOCKING TRUSS, RE: STRUCT. (FROM 3/A3.1 SCALE: 3/4"=1'-0" DETAIL 16/A3.3 & 15/A3.4) R-30 BATT INSUL. EXISTING WOOD BEAM EXISTING ROOF STRUCTURE REMOVE ANGLE SUPPORT & VERTICAL LEG OF BRACKET IN (4) LOCATIONS, SEE RIGHT SIDE ELEVATION 10/A2.1 & STRUCTURAL DRAWINGS F/ REINFORCEMENT NEW PT 4x4 ON EACH SIDE OF EXISTING i% BRACKET, RE: STRUCT_ COOLER/FREEZER INSULATED — CEILING PANEL, RE: KITCEHEN DRAWINGS REMOVE HORIZONTAL BANDING, — PATCH & REPAINT STUCCO AS REQUIRED IN ORDER TO MATCH ADJACENT SURFACE/FINISH 4" CONC. SLAB ON GRADE W/ WWF 6X6— W1.4X W1.4 ON VARPOR BARRIER & COMPACT SUBGRADE SINGLE PLY MEMBRAI ON TAPERED INSUL. PER FT. MIN), EXT. `. AND WOOD FRAMING 2X SUB FASCIA _TRUSS BE ELEV. 10'- _� j B.O.CEILING �1JJ ELEV. 9'-4" SCALE: 1 1 /2"=1'—O" DETAIL (FROM A1.3) SCALE: 1/2"=1'—O" NEW PT 4x4, RE: STRUCT. EXISTING CONC BEAM NEW STEEL ANGLE RE: STRUCT. FLASHING BY COOLER/FREEZER MANUFACTURER WALL SECTION (FROM 10/A2.1 & A1.10) SCALE: 3/4"=1'—O" ROOF CONSTRUCTION: M ROOFING ON WATERPRO( UNDERLAYMENT ON ROO DECKING ON PRE ENG. WOOD TRUSSES (RE: STRUCT) 1x3 #1 P.T. TRIM ON 2x8 #1 P.T. FASCIA (PAINTED) PREFINISHED ALUM GUTTERS & DOWNSPOUTS, TIE INTO STORM, RE: CIVIL T.O. CONC. BEAMr Y ELEV. 12 6 HARDIE SOFFIT PANELS = (MATCH EXISTING) TO BOTTOM OF 2x4 FRAMING, PROVIDE CONT 2" SOFFIT VENT 400 TIMBER BEAM, - MATCH EXISTING 4x4 TIMBER BRACKET, REUSE / MATCH EXISTING, SEE 3/A3.3 EXISTING CMU WALL INSULATED IMPACT GLASS IN ALUM FRAME, RE: WINDOW SCHEDULE ON SHEET A5.2 STUCCO ON 8" CMU (RE: - STRUCT.), 1 J" METAL FURRING, RIGID INSULATION, Y2" GYP. BD. _�T.O. CMU Y ELEV. 1'-4 __T.O. SLAB ELEV. 0'-0" THESE PLA"N AND ALL PAOPOJ EO ��Os ARE SUILJECT TO ANY CORRECTUI'X' REQUIRM BY PIE -LID fWSPECT0 CS T 6- Alf fk%Y BE NECHSARY IN (allot R TO CO GAKY VWIz �� AlPl PUrA011 r-- COMES, WALL SECTION (FROM 5/A2.2) SCALE: 3/4"=1'=0" SKYLIGHT W/ LAMINATED GLASS & FACTORY INSTALLED SOLAR SHADE BY VELUX, MODEL # FS M08 CONTACT: KEN MOODY PH: (864) 941-4859 ROOF CONSTRUCTION: METAL ROOFING ON WATERPROOF UNDERLAYMENT ON ROOF — DECKING ON PRE ENG. WOOD TRUSSES (RE: STRUCT) TO DRAIN (" PER-1'-0"). APPLY LIQUID APPLIED WATER PROOFING TO VERTICAL SURFACE OF PT 2x CURB. RE: I.D. DRAWINGS FOR BAR CONSTRUCTION. T&G CEILING, UIRED F/ ;E, RE: B.O. SOFFIT ELEV. 10'-6 Y2 mission THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. a� [�J H U F� BASHAM & LUCAS DESIGN GROUP, INC. PLANNING •ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic. Nos.: AA26000586 LC26000508 DRAWN BY MTL CHECKED BY MTL DATE 1-7-2014 JOB NO. 13-40 SHEET NO. A3*4 EXTEND SINGLE PLY UP WALL (ROOF BOA BLOCKING) AND SECT REWORKED EXISTING ROOFING. ROOFING C RESPONSIBLE TO CU EXISTING METAL ROO PROVIDING NEW DRIP INSURING WATERPRO( CONNECTION SINGLE PLY MEMBRA ON TAPERED INSUL. PER FT. MIN), EXT. AND WOOD FRAMING 11 j"' E 'T' A I L (FROM 15 & 1 6/A3.5) SCALE: 1 1 /2"= l '-0" R-30 BATT INSUL. ALUMINUM SHIPS LADDER WITH PLATFORM AND RETURN, BASES OF DESIGN: O'KEEFEE'S , INC MODEL 522A, INSTALL AS PER MANUF SPECS 1.66" ALUM PIPE HANDRAIL ALUM EXTRUDED SERRATED TREADS d00F CONSTRUCTION: METAL >., ROOFING ON WATERPROOF \> 12 17 C?ECKNG WOOD ONLAYMENT ROOF / 'XISiiNS ROOF STRUCTURE NEW STEEL CHANNEL, RE: STRUCT. EXISTING CONC l x6 STAINED T&G CEILING, BEAM SHIM AS REQUIRED F/ LEVEL SURFACE STUCCO FINISH OVER NEW CONC INFILL - RE: STRUCT. � T.O. SLAB ELEV. 0'-0" Raw a III lil I NMI • 1 (FROM A1.1 & A1.2) SCALE: 3/4"=1'-0" w 0 N ROOF COIv METAL RO WATERPRC ON ROOF FRAMING (RE: STRU lx3 #1 P. 2x8 # 1 P. (PAINTED) _�, TT.O. CC Y ELEV. 1 PREFINISHE GUTTERS � DOWNSPOl- INTO STOP RE: CIVIL. HARDIE SO (MATCH EX BOTTOM Of PROVIDE C SOFFIT VEP EXISTING CONC COLUMN _ _T o__ ELEV. 1 %4" X 4 )/a" ALUM SERRATED TREAD — 2"x "x/8" ALUM TRUDED CHANNEL LADDER STRINGERS �EXISTING METAL ROOFING i EXISTING SINGLE PLY MEMBRANE OVER LIGH -WEIGHT CONCRETE TOPPING ON INSULATION ON MTL DECKING S I m IATIPS'l-"i LAD-1r)"ER ti'\DETAIL �sd % (FROM Al .3) SCALE: 1 1 /2"=l'-O" l `� Er"AlL 14 (FROM 1O/A2.2) SCALE: 1 1 /2"=1 '-O" 3" X 3" FACE HAT CHANNEL HAT CHANNEL ROOF POST, VERIFY REQUIRED SIZE WITH SCREEN MANUF. PRE -MOLDED PIPE SEAL WOOD BLOCKING, INSTAL_ AND SECURE PER MANUF SPECS. ROOFING MEMBI ON TAPPERED I ANGLE: 3x3x3/ 1 /2" DIA BOLT`. 12" OC ALUMINUM FIXED SINGLE PLY MEMBRANE ROOFING LADDER - PROVII ON TAPERED INSUL. (SLOPE %" BLOCKING IN BETWEEN STUDS PER FT. MIN), EXT. SHEATHING, AT LOCATIONS OF MOUNTING AND WOOD FRAMING BRACKETS, SEE PLAN BELOW MIN 9 a awe''k,%\II0 07111►_� (FROM Al .3) 6'-0" TALL EQUIPMENT SCREEN SCALE: 1 /2''- l '-O" WALL, BASES OF DESIGN FIRESTONE UNA-CLAD, SERIES ES1 , INSTALL PER MANUF SPECS EXISTING ROOF STRU-'—' '- EXTEND SINGLE PLY UP BACK SIDE OF \A SECURE UNDER ROO SINGLE PLY MEMBRAI ON TAPERED INSUL. PER FT. MIN), EXT. AND WOOD FRAMING R-30 BATT INSUL. 1 x6 STAINED T&G CE SHIM AS REQUIRED F LEVEL SURFACE " GYP.BD. OVER 1"' URRING OVER NEW C JFILL - RE: STRUCT. 3" STUCCO ON EACH IDE OF 8" CMU RE: STRUCT.) -a S AND ALL PROP a1 BJECT TO ANY CORAEC ID BY FIELD fNSPSCTCF 3E NECESSARY IN (? WITH � AU. APPI. (CABLE (PE "S" FOR ACCESS, ROOF 2'-6"x3'-0" v1EMBRANE UP CURL ;E UNDER CAP AS PER MANUF CEIL HGT ,h 8'-0" A F F 1/2" GYP BD ON 4" SECTION METAL STUDS �___------2" x 3/16" WALL BRACKETS 4% 2" x 3/1 6" ALUM 3" x l " x 1 /8" ALUM CHANNEL RAIL ANGLE STANDARD FLOOR BRACKET TYP ALUM SERRATED RUNGS PLAN RE a "OF HAT(C�H ® (FROM A1.3) SCALE: 1/2"=l'-O" WALL SECTION 15 (FROM 1 O/A2.2) SCALE: 3/ 4"= "I ' -U" EXTEND SINGLE PLY MEMBRANE UP BACK SIDE OF WALL AND SECURE ROOFING SINGLE P ON TAPEF PER FT. I AND WOO EXISTING BEAM T.O. CMU ELEV. 10' 2' GYP.BL FURRING INFILL - 2" GYP.BE FURRING FINISH 01\ EXISTING T. O _ S ELEV. 1 A3.5 (STING ROOF RUCTURE DECK OF WALL - PT 2x4 F NEW K FLUSH EXISTING LUMNS (FROM 7/A2.2) SCALE: 3/4"= l '-O' m 0 cn U H w .� Q M 0 0 z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 1 w, f f f f m 1 ieA PLANNING •ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lie. Nos.: AA26000586 LC26000508 �j DRAWN BY MTL CHECKED BY MTL DATE 1-7-2014 JOB NO. 13-40 SHEET NO. A34,5 eEM 1 x6 STAI CEILING, REQUIRE[ LEVEL SL TO u ELEV. 0, 0 SCALE: 1 1/2"=1 f-0" 1110mff�lfml Nal WOOD TRUSSES (RE: STRUCT) TRUSS BEARING ELEV. 10'-0" GYP. BD. ON EACH SIDE 15" METAL STUD - PROVIDE UND ATTENUATION BLACKET ERIFY & COUNDINAIL W1 I.D. DRAWINGS) 4 STEEL TUBE, RE: STRUCT. J" GYP. BD. 2" METAL STUD FaN 12 7L,4 T.O. SHUTTER FRAM� ELEV. VERIFY MANUFACTURER, RE: STRUCT. Ito An GYP. BD. ON FURRING ON 4" ALIGN W/ FACE 0, STUCCO BEYOND ♦ I. ZON♦ z (VERIFY & COORDINATE W/ I.D. DRAWINGS) M45- FA 40 COOLER/FREEZER FLOOR, RE: FOOD SERVICE DRAWINGS NEW COOLER/ ----- FREEZER SLAB, RE: STRUCT. (P. BD. ON FURRING IATCH EXISTING ilCKNESS) ON 4" LTAL STUD INFILL ILLWORK E: I.D. DRAWINGS KISTING CMU WALL "'ESE PLANS AN ALL PROPm;kt) ARE SU3JECT TO ANY COARECTli REQUIRBO BY PlELI) lWSPICTORS ' MAY BE NECISSAN 114 (pzL-jq yU COMPLY WITH ALL APPLICABLE CODES. let," -40-W Alml 05-11iffig. Ull MINIMUM �7 A i , maA wa SCALE: 1 1/2"=1 D-0" SLIDING DOOR HARDWARE, HE771CH 500 OR EQUAL, SECURE TRACK TO ANGLE W/ #13 X 24 SCREWS @ 6 0. C. EXISTING CMU SCALE: 3/411=1 -0" low 1101111"L SO 0- ITT I I I FAI ,ddw� m rn_ LD sr 0 Ld 6 -, emfl Z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 4p Z Ly Low I I i a I W oul Z Z I I Z I c 17"1 LOO-7-1 �- I 0T�i c F.1 z I ll-� Oil a �+ O w v LJ z o Q o o o I w Q w � � z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. B"'ASHAM d-% e"N ILI AT LUCA�i DESIGN GROUP, INC. PLANNING •ARCHITECTURE •LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic. Nos.: AA26000586 LC26000508 I------ ----------- NEW 15- WITH CUI (ADDITIVI NEW 20- WITH CUI (ADDITIVI MECHANICAL ROOF PLAN SCAT-_[-.: 1/8" = 1'-0" • Engineering9 Inc. design solutions for ad building systems 'Deep River Place sonville, FL 32224 '904) 714-5188 Authorization # 28163 05M WORK RECTIONS IDER TC 1 E CODES. m L/1 C) z 0 ~ o_ _o Q � � Ld z o PS o w � w I - a: n � _ � rn Z THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRAWING IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. BASHAM & LUCAS DESIGN GROUP, INC. PLANNING -ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic. Nos.: AA26000586 LC26000508 NSe wW,,wW`� + •i • ° c 4 s fir, •1 •° w\ b\ • v °'APE �it�ttri��R' 607 DRAWN BY WMG CHECKED BY WMG DATE 3-26-2014 JOB NO. 13-40 SHEET NO. M1,02