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HomeMy WebLinkAboutCertification Design Load ComplianceCOWNTY�,�,­�,: 41 Project Name: Project Address: Fx I'Ll Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462- Certification for Design Load Compliance j yfyl Permit #: Occupancy Type:44 Construction Type: INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following; • New Residences (single or multi -family) • Residential Addition • Any accessory structure requiring a building permit • Any non-residential structure - Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida rf rCode 2010 Edition with 20—Sumlements using ASCE 7-10 2. Structure Designed as (check one)J Enclosed Partially Enclosed Open 3. Risk Category: 1 11 111 IV Exposure Category: B D 4. Design Wind Velocity 1�00 mph ASD LRFD End Zone Width: ft S. Mean Roof Height z -�— —ft Roof Pitch: :12 Parapet; ft 16. Components & Cladding Design Pressures Used: (PSF, based on 10sqft @ 15'MRH, clearly label 0� all plan openings): 30, + 3Z fl-kl. 2 Zone 1: Zone 2: Zone 3: Zone 4: - 4o i Zone 5:- -4 S7 Garage: A , ` p' 7. Design Loads: Floor: PSF Roof/Dead: PSF Roof/Live: 3 0_ Balcony: 4,14 PSF Dock: PA PSF Deck: /VA PSF Stairs: 4 4 PSF Fence: PSF Railings:S;1� -PSF 8. Were Shear Walls Considered For Structure? —,.Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications ha4 been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I aI§o certify that structural elements depicted on these plans provide adequate resistance to the design forces speo# Wz� 0 Print Name Cert # &, Co. Cert Auth. Date, a I L �!V4 4S 4 %TATE OF Company Name & Address SLC�4/'kmp ®rail�w, 2 (JS) I ly Owner: PGA GOLF CLUB 1916 PERFECT DRIVE PORT ST. LUCIE, FLORIDA 32035 (904) 607-4323 Engineer:Structural LOWE STRUCTURES, INC. 4337 PABLO OAKS CT., #101 JACKSONVILLE, FLORIDA (904) 992-0377 PGA CLUB110 -7 USIE at the RESER I VE 11NF10 it .,W ADDITI N Engineer: Civil ':! SOUTH FT. PIERCE, FLORIDA 34981 (772) 464-3537 THESE PLANS AND ALL DROPOSE��S K ARE SU D � EAW D � � T"AT REQUIRE MAY dE IIECESSAAppLiCAI3LE CODES. COMPLY WITH ALL GENERAL C1.1 COVER SHEET C1.2 PLAN TO BE PERMITTED C1.3 LIFE SAFETY PLAN SP1.1 MASTER SITE PLAN STR U C;TU RAL SO.1 GENERAL NOTES & DESIGN CRITERIA S1.1 FOUNDATION PLAN S1.2 ROOF FRAMING PLAN S2.1 SECTIONS & DETAILS S2.2 SECTIONS & DETAILS S2.3 SECTIONS & DETAILS S2.4 SECTIONS & DETAILS ARCHITECTURAL A0.1 OCCUPANY/SF BREAKDOWN A0.2 DEMOLITION FLOOR PLAN A0.3 DEMOLITION CEILING PLAN A1.1 OVERALL FLOOR PLAN Al. 1 a ENLARGED FLOOR PLAN A1.1 b ENLARGED FLOOR PLAN A1.1c ENLARGEDFLOOR PLAN A1.2 CEILING PLAN A1.3 ROOF PLAN A1.4 ALTERNATE PLAN & ELEVATION A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS A3.1 BUILDING SECTIONS A3.2 BUILDING & WALL SECTIONS A3.3 WALL SECTIONS & DETAILS A3.4 WALL SECTIONS & DEAAILS A3.5 WALL SECTIONS & DETAILS A3.6 WALL SECTIONS & DETAILS A4.1 ENLARGED PLANS A4.2 INTERIOR ELEVATIONS A5.1 DOOR SCHEDULE A5.2 WINDOW SCHEDULE AND DETAILS A5.3 DOOR DETAILS A5.4 DOOR DETAILS H1.1 HARDSCAPE DETAILS H 1.2 HARDSCAPE DETAILS H1.3 PAVER PLAN PLUME3ING P0.1 PLUMBING DEMO PLAN P1.1 PLUMBING PLAN - SANITARY WASTE/VENT P1.2 PLUMBING PLAN - DOMESTIC WATER & GAS P1.3 PLUMBING PLAN - ROOF PLAN DRAINAGE P2.1 PLUMBING SCHEDULES P2.2 PLUMBING DETAILS P3.1 PLUMBING RISER DIAGRAM MECHANICAL M0.1 MECHANICAL DEMO FLOOR PLAN M0.2 MECHANICAL DEMO ROOF PLAN M1.1 MECHANICAL FLOOR PLAN M1.z2 MECHANICAL ROOF PLAN M1.3 PARTIAL MECHANICAL PLAN - ALTERNATE M2.1 MECHANICAL SCHEDULE M2.2 MECHANICAL DETAILS FIRE.- PRC)TECTIC)N FP1.1 FIRE SPRINKLER CRITERIA PLAN ELEC.TRICAL E1.1 E=LECTRICAL SITE PLAN & LEGEND E2.1 ELECTRICAL DEMO PLAN - LIGHTING E2.2 ELECT DEMO PLAN - POWER & SYSTEMS E3.1 PARTIAL ELECTRICAL LIGHTING PLAN E3.2 PARTIAL ELECTRICAL LIGHTING PLAN E4.1 PARTIAL ELECT POWER & SYSTEMS PLAN E4.2 PARTIAL ELECT POWER & SYSTEMS PLAN E4.3 ENLARGED ELECT POWER & SYSTEMS PLAN E4.4 OVERALL ELECTRICAL PLAN E5.1 ELECTRICAL RISER DIAGRAMS E5.2 E:LECTRICA DETAILS E6.1 ELECTRICAL SCHEDULES E6.2 ELECTRICAL SCHEDULES INTERIORS ID5.0 FINISH MATERIALS SCHEDULE ID5.1 ROOM FINISH SCHEDULE FS-1 FOOD SERVICE PLAN MAIN KITCHEN AREA FS-2. FOOD SERVICE PLAN MEMBERS AREA FS-3 EXHAUST & FIRE SUPPRESSION SYSTEMS FS-4 EXHAUST & FIRE SUPPRESSION SYSTEMS FS-5 EXHAUST & FIRE SUPPRESSION SYSTEMS FS-6 UTILITY CONNECTION SCHEDULE FS-7 SPECIAL CONDITIONS FS-8 WALL BACKING & CRITICAL DIM PLAN FS-9 FLOOR RECESS DETAILS FS-10 MAIN KITCHEN PLUMBING ROUGH -IN PLAN FS-1I KITCHEN & BAR PLUMBING ROUGH -IN PLAN FS-12 MAIN KITCHEN ELECTRICAL ROUGH -IN PLAN FS-115 KITCHEN & BAR ROUGH -IN PLAN /lu ECODE INFORMATION APPLICABLE CODES AN D_ REGULATIONS: BUILDING - FLORIDA EXISTING BUILDING CODE 2010 EDITION �1mmpl= F _=;� ALTERATION�e/-� 2010 MECHANICAL FLORIDA MECHANICAL CODE EDITION 2010 PLUMBING FLORIDA PLUMBING CODE EDITION ELECTRICAL FLORIDA ELECTRICAL CODE 2008 EDITION �I��■ �a' ■-�^ � If Ic."�Y�¢�.• r�lt �Mi{�%[ i� r.::: e � � E 2010 HANDICAPPED FLORIDA ACCESSIBILITY CODE ADA EDITION IPry ml Rm �^.y^� � 'i1T,� .. =�� '115i� .. 1�. - _ r.��� .`. i • , FLORIDA r PREVENTION 2010 EDITION CODE REVIEW r ", �.'C.iN �E ly /` s� Architect: INC BASHAM LUCAS DESIGN GROUP, INC, 7645 GATE PARKWAY, SUITE 20 JACKSONVILL, FLORIDA 32256 (904) 71-2323 Mechanical • r GREGORY ENGINEERING, INC. 4567 DEEP RIVER PLACE (904) 714-518: Electrical Engineer: SHAFFER ENGINEERING GROUP, : SAN JOSE BLVD., #502 JACKSONVILLE, (904) 239-3621 InteriorDesigner: TOM HOCH 125 N.E. 3th TERRACE OKLA OA CITY, OKLAHOMA 73105 (405) 524-0505 Food Service: LLC JAX DESIGN GROUP 48 SOUTH 3rd STREET, SUITE 35 JACKOVILLE, FLORIDA 32250 (904) 43-7670 CLASSIFICATION : TYPE "A-3", ASSEMBLY GROUP, SECTION "303.1 " BUILDING SF : EXISTING BUILDING AREA (ENCLOSED) : 9,470 SF ADDITION 9,810 SF TOTAL ENCLOSED/CONDITIONED AREA :19,280 SF COVERED TERRACE 2,274 SF COVERED PORCH : 1,197 SF TOTAL AREA UNDER ROOF :22,751 SF ALLOWABLE BASE SF = 9,500 ALLOWABLE W/ INCRESE FOR SPRINKLER :38,000 SF BUILDING HEIGHT (1) STORY, 17'-4' - ACTUAL (2) STORY, 55'-0" - ALLOWABLE CONSTRUCTION TYPE : TYPE 3B, 13 SPRINKLER SYSTEM FIRE -RESISTANCE RATING REQUIREMENTS : TABLE 601 BUILDING ELEMENT RATING ASSEMBLY lo STRUCTURAL FRAME 0 HOURS ® , . LUCIE BEARING WALL - EXTERIOR 0 HOURS C>DU PLAN BEARING WALL - INTERIOR 0 HOURS REVIEW, NONBEARING WALLS & PARTITIONS - O HOURS EXTERIOR r LDG: NONBEARING WALLS & PARTITIONS - O HOURS �T:, v INTERIOR ELC' FLOOR CONSTRUCTION- NA FEAT ; INCLUDING SUPPORTING BEAMS PLUMB: & JOISTS a DATE: 5 ROOF CONSTRUCTION- 0 HOURS MECH: INCLUDING SUPPORTING BEAMS DATE: & JOISTS m H � rn I z z 0 O 6: Of O �--i N W 0 5 W a a, It o � e O 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 T( SUCH USE. 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 4 DRAWN BY MTL CHECKED BY MTL DATE 1-7-2014 JOB NO. 13-40 SHEET NO. C I • v 1 €� ;. 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I ................:......... . ..........: \ CONST. 45 BEND ................... :................. Ik.: ,...... f.................. II ... 1; R I �'.... CONST. 6" GV I .'....... _ .......EXIST. 8" PVC GV AND CAP .. 11 I .........:..:........._...... .:........................ ..:................. / F........:................................. II — ___ _ — ,. ................................. I TO BE REMOVED :. — W _ I �. 11 I-- 11 ' CONST. LINE STOP I :.... I ._: .....................................:................ ... v II ....L .......................... ..:.......:..., ................ I LEGEND 1................................. „ II II ... I'.. I. . ... ........ .................: :1...... .. x " o _-W__ _ �......... (2) so BENDs .. END DENOTES I_EXIST WATER MAIN ...... CONST. 6 90 B ;. L......... 1............. CONST. 6 HDPE .. _... CONST. s HDPE - — — DENOTES DANITRAY SANITARY LINE_ ........ gg CONST. 4 f 1 ...... S EXIST. FIRE HYDRANT METER ASSEMBLY F TO REMAIN coNNECT ro RAIN DENOTES LAST. SANITARY MANHOLE WATER LEADERS Q CONST. 6" 90' BEND XIS ENT v i EXIST. ASPHALT PAVEMENT » CONST. 6 HDPE < NEW AST CONCRETE CONNECT. TO RAIN WATER CONST. 8 HDPE MEMBER PARKING V DENOTES :"IRE HYDRANT ....... CONST. 8 HDPE ;. PRECAST CONCRETE GREASE tiy0 k LEADER DOWNSPOUT :..... ... , .. ..... ... .. :. ......... INTERCEPTOR, SEE DETAIL ON :...... ..... .... .... ..... ... : .... .... ... ;.: � ., � SHEET P2.1 OF ARCHITECTUAL PLAN x >� H DENOTES DATE VALVE \ :.. .. CONST. IN' -LINE \ :0 CATCH BASIN , ., ,� .. ........ COMPATIBLE WITH ..... ....... ....... -�.os DENOTES ::DOWN SPOUT ....................... NCH THE DRAIN _ _ v V ,. w: -.-... �„, ,,•/• DENOTES DAVEMENT TO BE REMOVED M R m DENOTES 'ROPOSED LANDSCAPE STRIP ! CONST. 20 LF PRE -SLOPED a .v ` a, > , > a � . ` N . " < 'b � � .< ;:: ., � .> > =x a, � � b N a a CONST. 56 LF PRE -SLOPED ,,'': ' - ' '• � \ � CONC. POLYMER TRENCH DRAIN - G a I - CONC. POLYMER TRENCH DRAIN �. b EXIST. FPL EXIST. FPL ., --� _®��—® — ®—� �® m®—-- d ---- ---- -- -- --- ---- — - — = -- — -- � � �.. NOTES CONCRETE PAVEMENT x POWER BOX DE h 1 5 r — — ®— — — — - - -- - __ —.,� —. _... — — - - r Y — — — — ®— VERIFY LOCATION IN FIELD x <� �. EXIST. CABLE TV14 •,,, . tI' CONST. 8 HDPE CONST. 8" HOPE » EXIST. 10 IQ CONST. 45' BEND / / EXIST. 12" YARD DRAIN sST, s, Ix / RIM EL=27.07 INV=23.57 CONST. 45` BEND I'N� 1\% I� J Io m -CONNECT 8" HOPE TO / EXIST. YARD DRAIN EXIST. 6" PVC EXIST. 12" YARD DRAIN .f EXIST. 18" YARD DRAIN RIM EL=22.98' RIM EL=23.21' INV=19.08' INV=19.01' ADS INV=22.11' Know what's below. Call before you dig. REVISIONS - BY DATE CULFEPPER & TERPENING INC — T NG ENG NEERS I LAND SURVEYORS 2980 SQbTH 25th STREET • FORT PIERCE, FLORIDA 34981 PHONti 772-464-3537 • FAX 772-464-9497 • www.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 BY DATE FIELD CALCS. DRAWN JK 03-31-14 DETAILED CHECKED PJF 03-31-14 APPROVED PGA RESERVE CLUBHOUSE MINOR ADJUSTMENT #2 UZ`ILITY PLAN 80 �`'�lllfltl/��1 Q: No 33125 41 DATE: 3-31-2014 HORIa. SCALE: 1"=20' VERT. SCALE: N/A JOB No. 09-090.010 SHEET 1 OF 2 FIELD BK./PG. 1 09-090.010 Base.dwg I CULPEFPER & TERPENING INC CONSULT Nb ENG NEERS I LAND SURVEYORS 2980 SOUTH 4' STREET • FORT PIERCE, FLORIDA 34981 PHONE 772-�4-3537 • FAX 772-464-9497 • www.ct-eng.com SATE OF FLORIDA CERTIFICATION No. LB 4286 REVISIONS BY DATE BY DATE FIELD CALCS. DRAWN - JK 4-1-14 DETAILED CHECKED PJF 4-1-14 APPROVED PGA RESERVE ClUBHOUS MINOR Al)jUSTMEN 21 ♦ ..APE PLAN DATE: 04_ 01-2014 HORIZ. SCALE: 1"=20' VERT. SCALE: N/A JOB No. 09-090.010 SHEET 1, OF 1 FINISH MATERIALS SCHEDULE IDENTIFIER DESCRIPTION MANUFACTURER CONTACT NO. TYPE SIZE COLOR PATTERN TRIM STRIKE -OFF NO. SHEEN TEXTURE WOOD TYPE NOTES CARPET KARASTAN BROADLOOM 12' GOODS 727 PALE CONTOURS CPT-1 CPT-2 CARPET KARASTAN BROADLOOM 12' GOODS 371 BLUSH CONTOURS CPT-3 CARPET KARASTAN BROADLOOM 12' GOODS 858 TONED CONTOURS CPT-4 CARPET BLOOMBERG (800) 233 8773 BROADLOOM 12' GOODS BEIGE OPEN PLANE/FLAX (V1048/26 C&R) CPT-5 CARPET BLOOMBERG BROADLOOM ITGOODS TBD TBD (PLAID) CARPET DURKAN DURKAN 12' GOODS TBD TBD CPT-6 CONC SEALED CONCRETE - WD-1 HARDWOOD FLOORING CYPRESS WOOD & LUMBER (226) 625 2396 PLANK VARIES S-1 - PECKY CYPRESS WD-2 HARDWOOD FLOORING CARLISLE PLANK VARIES TBD TBD WD-3 HARDWOOD FLOORING CARLISLE TBD _ WC-1 WALLCOVERING BASILDON WALLPAPER 20.5" WIDE RD124 DERBY SOURCE ONE TYPE Il 54" WIDE 2VRO-02 BUNGALOW ROANOKE WC-2 WALLCOVERING PE-1 POURED EPDXY FLOORING EVERLAST EPDXY FLOORING (800) 708 9870 - - GRANITE GRAY T-1 MOSAIC FIELD TILE MEROLA CERAMIC TILE 1" X1" HEXAGONAL BLACK & WHITE (FDXMHMWD) METRO HEX WHITE W/ BLACK DOT MATTE PATTERN LAYOUT: 1 BLACK W/ 7 WHITES (6006) WALL TILE DALTILE CERAMIC TILE 3" X 6" 0190 ARTIC WHITE SEMI -GLOSS GLOSS T-2 CHAIR RAIL QUARRY TILE DALTILE CERAMIC TILE 2" X 6 0190 ARTIC WHITE (26CR) LINERS GLOSS _ T-3 AMERICAN OLEAN QUARY TILE 6" X 6" Q06 FAWN GRAY QUARRY - - MATTE T-4 MOSAIC FIELD TILE MEROLA CERAMIC TILE 8" x 8" BLACK & WHITE (FXLMMGKC) METRO GREEK KEY CORNER MATTE T-5 MOSAIC FIELD TILE MEROLA CERAMIC TILE 8" X10.5" BLACK & WHITE (FXLMMGKB) METRO GREEK KEY MATTE _ T-6 T-7 QUARTER ROUND DALTILE CERAMIC TILE 3/4' X 6 0190 ARTIC WHITE (AC-106) SEMI -GLOSS GLOSS T-8 BULLNOSE DALTILE CERAMIC TILE 2" X 6" 0190 ARTIC WHITE SEMI -GLOSS GLOSS PT-1 PAINT PAINT TOM HOCH DESIGNS SHERWIN WILLIAMS (405-) 524 0505 CUSTOM MILK PAINT INTERIOR & EXTERIOR PAINT - CUSTOM SW6140 MODERATE: WHITE - - PGA-PI-0314 SEMI -GLOSS EGGSHELL/ SEMIGLOSS - - CUSTOM MILK PAINT ENAMEL: RUNNING TRIM EGGSHELL: WALLS ENAMEL: KITCHEN PT-3 PAINT SHER%VIN WILLIAMS INTERIOR & EXTERIOR PAINT SW6141 SOFTER TAN EGGSHELL _— PT-4 PAINT SHERWIN WILLIAN/IS INTERIOR SW6143 BASKET BEIGE EGGSHELL PAINT FIBERGLASS REINFORCED PANEL STAIN SHERWIN WILLIAMS MARLITE INTERIOR FIBERGLASS REINFORCED PANEL SW6083 SABLE P100 WHITE CLASS A _ 1 PEBBLED SURFACE SEMI -GLOSS PT-5 FRP-1 S-1 TOM HOCH DESIGNS (405) 524 0505 CUSTOM STAIN FINISH PGA-S1-0314 PECKY CYPRESS S-2 STAIN TOM HOCH DESIGNS (405) 524 0505 CUSTOM STAIN FINISH PGA-S2-0314 CLEAR ALDER STAIN TOM HOCH DESIGNS (405) 524 0505 CUSTOM STAIN FINISH PGA-S3-0314 YELLOW PINE S-3 STAIN TOM HOCH DESIGNS (405) 524 0505 CUSTOM STAIN FINISH PGA-S4-0314 WHITE OAK S-4 GRANITE GRANITE - - GRANITE 3CM COLONIAL CREAM GN-1 - - GRANITE 3CM TROPIC BROWN GN-2 - - GRANITE 3CM RIVER WHITE GN-3 GRANITE VB-1 VINYL WALL BASE BURKE - 4" HEIGHT 204 GRAY (FOG) - - - - - - WB-1 WOOD BASE TOM HOCH DESIGNS (405) 524 0505 WOOD BASE STAIN REFERS ELEVATIONS PLAM-1 PLASTIC LAMINATE WILSONART - PLASTIC LAMINATE TYPICAL NATURAL ALMOND lD30 ACYL-1 RESIN ACRYLIC PANEL 3 FORM (405) 824 6254 RESIN ACRYLIC PANEL 1/8" THICK PATINA VARIA ION WHEAT KEY NOTES: ------ T- = TILE ---- CPT- = CARPET -- -- WC- = WALLCOVERING VCT- = VINYL COMPOSITION TILE VB- = VINYL BASE WB- = WOOD BASE G- = GROUT S- = STAIN ----- C- = CONCRETE ST- = STO N E AB = ANTIQUE BRASS PE = POURED EPDXY TQ�PL4IVSEsut)j C ALL pRppo8Eo WO KRljEDyMAYjjE FT�Lft-io"JELI) J ppMPLY N�C����AYJJV '►gar liHALJ.gp�IC�LaEq ri3 LOOM THIS DRAONG IS AN INSTRUI� T OF SERVICE AND THE PROPARITY OF BASHA� DESIGN GROUP, OF®THE SHALL S RESTRICTHEIR TED TO THETHE USE ORIGINAL SITE FOR WHICH IT IS PREPAR D AND PUBLICATION THEREOF IS EXPRESSLY LIITITED TO SUCH USE:. j� i we'lluwi, at ml 6!44 41po MUM 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 r, DRAWN BY TOM HOCH DESIGNS CHECKED BY DATE 3-26-14 JOB NO. SHEET NO. ID5.0 FINISH MATERIALS SCHEDULE IDENTIFIER DESCRIPTION I MANUFACTURER CONTACT NO. TYPE SIZE COLOR PATTERN TRIM STRIKE -OFF NO. SHEEN TEXTURE WOOD TYPE NOTES CPT-1 CARPET KARASTAN BROADLOOM 12' GOODS 727 PALE CONTOURS CPT-2 CARPET KARASTAN BROADLOOM 12' GOODS 371 BLUSH CONTOURS CPT-3 CARPET KARASTAN BROADLOOM 12' GOODS 858 TONED CONTOURS CPT-4 CARPET BLOOMBERG (800) 233 8773 BROADLOOM ITGOODS BEIGE OPEN PLANE/FLAX (V1048/26 C&R) CPT-5 CARPET BLOOMBERG BROADLOOM ITGOODS TBD TBD (PLAID) CPT-6 CARPET DURKAN DURKAN 12' GOODS TBD TBD CONC SEALED CONCRETE WD-1 HARDWOOD FLOORING CYPRESS WOOD & LUMBER (226) 625 2396 PLANK VARIES S-1 - PECKY CYPRESS WD-2 HARDWOOD FLOORING CARLISLE PLANK VARIES TBD TBD WD-3 HARDWOOD FLOORING CARLISLE TBD WC-1 WALLCOVERING BASILDON WALLPAPER 20.5" WIDE RD124 DERBY WC-2 WALLCOVERING SOURCE ONE TYPE II 54" WIDE 2VRO-02 BUNGALOW ROANOKE PE-1 POURED EPDXY FLOORING EVERLAST EPDXY FLOORING (800) 708 9870 - - GRANITE GRAY _ T-1 MOSAIC FIELD TILE MEROLA CERAMIC TILE 1" X1" HEXAGONAL BLACK & WHITE (FDXMHMWD) METRO HEX WHITE W/ BLACK DOT MATTE PATTERN LAYOUT: 1 BLACK W/ 7 WHITES (6006) T-2 WALL TILE DALTILE CERAMIC TILE 3" X 6" 0190 ARTIC WHITE SEMI -GLOSS GLOSS T-3 CHAIR RAIL DALTILE CERAMIC TILE 2" X 6 0190 ARTIC WHITE (26CR) LINERS GLOSS T-4 QUARRY TILE AMERICAN OLEAN QUARY TILE 6" X 6" _ Q06 FAWN GRAY QUARRY - - MATTE - - T-5 MOSAIC FIELD TILE MEROLA CERAMIC TILE 8" x 8" 8" X 10,5" 3/4" X 6" BLACK & WHITE (FXLMMGKC) METRO GREEK KEY CORNER MATTE _ T-6 MOSAIC FIELD TILE QUARTER ROUND MEROLA CERAMIC TILE BLACK & WHITE (FXLMMGKB) METRO GREEK KEY MATTE T-7 DALTILE CERAMIC TILE 0190 ARTIC WHITE (AC-106) SEMI -GLOSS GLOSS T-8 BULLNOSE DALTILE CERAMIC TILE 2" X 6" 0190 ARTIC WHITE SEMI -GLOSS GLOSS PT-1 PAINT TOM HOCH DESIGNS 1 (405-) 524 0505 CUSTOM MILK PAINT - CUSTOM - - _ PGA-P1-0314 SEMI -GLOSS - - CUSTOM MILK PAINT PAINT SHERWIN WILLIAMS INTERIOR & EXTERIOR PAINT SW6140 MODERATE WHITE _SEMIGLOSS EGGSHELL/ ENAMEL: RUNNING TRIM EGGSHELL: WAILS ENAMEL: KITCHEN PT-3 PAINT SHERWIN WILLIAMS INTERIOR & EXTERIOR PAINT SW6141 SOFTER TAN EGGSHELL PT-4 PAINT SHERWIN WILLIAMS INTERIOR SW6143 BASKET BEIGE EGGSHELL PT-5 PAINT SHERWIN WILLIAMS INTERIOR SW6083 SABLE SEMI -GLOSS FRP-1 FIBERGLASS REINFORCED PANEL MARLITE FIBERGLASS REINFORCED PANEL P100 WHITE CLASS A PEBBLED SURFACE - S-1 STAIN TOM HOCH DESIGNS (405) 524 0505 CUSTOM STAIN FINISH PG 01SA 314 PECKY CYPRESS S-2 STAIN TOM HOCH DESIGNS (405) 524 0505 CUSTOM STAIN FINISH PGA-S2-0314 CLEAR ALDER S-3 STAIN TOM HOCH DESIGNS (405) 524 0505 CUSTOM STAIN FINISH PGA-S3-0314 YELLOW PINE S-4 STAIN TOM HOCH DESIGNS (405) 524 0505 CUSTOM STAIN FINISH PGA-S4-0314 WHITE OAK GN-1 GRANITE - - GRANITE 3CM COLONIAL CREAM - - - - - - GN-2 GRANITE - - GRANITE 3CM TROPIC BROWN GN-3 GRANITE - - GRANITE 3CM RIVER WHITE VB-1 VINYL WALL BASE BURKE - 4" HEIGHT 204 GRAY (FOG) WB-1 WOOD BASE TOM HOCH DESIGNS (405) 524 0505 WOOD BASE STAIN REFERS ELEVATIONS PLAM-1 PLASTIC LAMINATE WILSONART - PLASTIC LAMINATE TYPICAL NATURAL ALMOND D30 ACYL-1 RESIN ACRYLIC PANEL 3 FORM (405) 824 6254 RESIN ACRYLIC PANEL 1/8" THICK PATINA — VARIA ION WHEAT I KEY NOTES: T- = TILE CPT- = CARPET WC- = WALLCOVERING VCT- = VINYL COMPOSITION TILE VB- = VINYL BASE WB- = WOOD BASE G- = GROUT S- = STAIN C- = CONCRETE ST- = STONE - -- - AB = ANTIQUE BRASS PE = POURED EPDXY 7 k THESE PLANS AND ALL PROPOSED WORK ARE SUQJECT TO ANY CORREC," REQUIRED flY FIELD INSPECTORS 7Mt MAY BEWECESSARY IN OADvtj1b COMPLY WITH ALL APPLICABLE CODES. THIS DRAPING IS AN INSrRufwl T OF SERVICE AND THE PROPERTY OF BASHA� DESIGN GROUP, AND SHALL REMAIN THEIR PROPERTY. THE USE OF THE DRA0I4G IS RESTRICTED TO THE ORIGINAL SITE FOR *RICH IT IS PREPAR D AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 1' r r • 1 r 1 , � 1 • • BAS & LIT-1-w-AM UCAS 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 TOM HOCH DESIGNS CHECKED BY DATE 3-26-14 JOB NO. SHEET NO. ID5.0 NEW ADDITION AREA TO BE PERMITTED SCALE: 3/32" = 1' - 0" j THESE PLANS AND ALL PROPOSED WQAK ARE SUBJECT TO ANY CORRECTION REQUIRED VYFIELD INSPECTOnS MAY BE NECESSARY IN OaDEq 1b COMPLY WITH ALL APPLICABLE CODES, 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. BASHAM & L U C A Z03" DESIGN GROUP, INC. NAMMe• 4-ANDSCAM 7645 CLAIM PARKWAY, #201 JACKSONviii, PLORIDA 32256 (904) 731-2323 PAR (904) 7312699 Wdx be: ww-badwnlwn.o m Lie, Nos.: AA260005M LA=6000506 DRAWN BY CHECKED BY DATE 1-7-2014 JOB NO. 13-0 SHEET NO. • I I II \ �j r a o ; r T D 98' 3 . /-ter 7rr� T.D. = 113 II � °�'� . `� /"v �v� / � % � I I I I I I ��� `�� _ � I I ❑ I I I I I i o //i / v F.E. / / /®/ / F.E. START — II I II -- 1L IIIIII{! mo 40 a M IIT < 1 I I I I I AIL—�I) 1 l L I I I I I I I I �L l I I I —1 r —I 1, I I�I A Jj LOCKER AREA: > _ OCCUPANY-T- I-- o �= 12-+- F- ONLY ONE - �- �- EXIST- �- REQ.D- START TTTTTT— ." LOCKER AREA: OCCUPANY = 4 OCCUPANY = 4 I I I I ____ OCCUP Y= 4 ONLY ONE EXIST WONLY ONE EXIST L__ __J I I L _ __J —� ONLY EXIST REQ.D REQ.D I I I I REQ.D _4\ I-+- x L� V6TdN9rJW•q:JmFAF y�N s.� I I -IqlF,�, - a, ' KITCHEN I- OCCUPANY.. I % ASSEMBLY AREA ., �_ ONE ;>EOXI T I TNV0 EXISTSREQ D, START s ART REQ.D �T—r—T—TT I I I I I I FE_K ( i T.D. = 75' ems. / T.D. = 41' FE-K itEl W /,T\ ,�-------------- ---� {------------- -- \� T.D. \ \\ ► LIGHTING LEGEND ABBREVIATIONS I ,- I r----- ly -- — — — — — — — — — i I I F.E. = FIRE EXTINGUISHER I :;, I � ; .r' T- — I I I I EMERGENCY WALL UL RATED, 3-A: 4013C 5 LBS. I I I I I I MOUNTED LIGHT i I _ FE-K = FIRE EXTINGUISHER- / EMERGENCY UL RATED, CLASS „ K" _ 6L /'\; I RECESSED DOWNLIGHT L T.D. = EXIT TRAVEL DISTANCE FOR EMERGENCY \ / FLUORESCENT FIXTURE I ASSEMBLY OCCUPANCY W/ SPRINKLER SYSTEM AS PER TABLE 1016.1 = 250'VA% P EXIT SIGN \ \ / ASSEMBLY AREA.\ \ / / ARE LANSANDALL pR® NOTE. AS PER TABLE 1015.1, AN \ / OC �JPANY' _ 63 \ / SUBJECT T® AIVY p©sED {,yppK / C©RRE V / �, \ OCCUCPANCY LOAD OF LESS THAN — � .EX REQUIliE® +itY��ELp I��pO ��3 \ — — — — — — , 50 ONLY REQUIRES ONE EXIT \ / MAY®ENECESS, its �'Mr C044PLY WITH ALL ApPLtC p�ZR 1b LEC®ms. `\------------- / % `--------------// LIFE SAFETY PLAN r m a F" � z w Z 0 O �--� c O LJ W a a w 0 0 0 O 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. It ij 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 i MTAWN BY CHECKED BY MTL DATE 1-7-2014 JOB NO. 13-40 SHEET NO. m v� z w Z z 0 O Ll Of O w o � H a w o o ' 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. V1 U �V n O V) � � 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 DRAWN BY MTL CHECKED BY MTL DATE 1-7-2014 JOB NO. 13-40 SHEET NO. s P I • I.J 1r0 I 1,J 1 *4 \_A%A I I- INA rV THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE.2010 FLORIDA BUII,DING CODE. REFERENCE TO OTHER STANDARD SPECIFICATIONS OR CODES SHALL MEAN THE LATEST PUBLICATION. FOUNDATIONS ARE DESIGNED FOR AN ASSUMED ALLOWABLE LOAD OF 2000 PSF, SUPERIMPOSED LIVE LOADS: ROOFS AND CANOPIES: (REDUCIBLE) ............................... 30 PST' WIND LOADS: ULTIMATE WIND SPEL,.D: ......................................... 160 MP14 NOMINAL WIND SPEED: ......................................... 124 MPH MEAN ROOF HEIGHT ............................................ 25 FT RISK CATEGORY ................................ ............. it WIND EXPOSURE .............................................. C "D ENCLOSURE CLASSIFICATION ................................. ENCLOSE INTERNAL PRESSURE COEFFICIENT ................................. 0,18 DIRECTIONALITY FACTOR (Kd-) .................................... 0.85 SHAPE FACTORS ............................................. PER CODE THIS BUILDING IS LOCATED IN THE-1 WIND BORNE DEBRIS REGION. IMPACT RESISTANT GLAZING IS REQUIRED, CONCRETE ALL CONCREIT PROPORTIONING, MIXING, TRANSPORTATION, PLACING, AND CURING SHALL CONFORM TO ACI 301. ALL CONCRETESHALL 61", LABORATORY DES IGNED AND CONTROLLED R) MEET THE REQUIREMI:`NTS OF ACI 318 AND THL'PROJECT'S DESIGN BUILDING CODE. USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IS CONCRETE IS PROHIBITED. CONCRETE SHALL CONFORM TO THE FOLLOWING: F'e (4,28 DAYS TYPE AGGREGATE LOCATION W/C RATIO (MAX) 4-11,000 NORMAL WEIGHT SLAB -ON -GRADE 030 3,000 NORMAL; WEIGHT FOOTINGS 0.55 3,000 NORMAL WEIGHT ALI, OT14ER CONCRETE 0.55 THE AIR CONTENT IN ALL CONCRETE EXPOSED TO WEATHER SHALL BE BETWEEN 411/0 & 6% CONCRETE' PROTECTION FOR Rl,"IINI:,'ORCEMEN'I'SIIALL BE AS NOTED FLOW, OR PER LATEST ACI 318 FOR CONDITIONS OTHER THAN THOSE LISTED: CONCRETE CASTAGAINST EARTH .. ... .... ...... ................. ....... 3" BEAMS AND COLUMNS .......... ........................ ­­ ..... ................ ­. IY2t' SLABS ON GRADE ............ .............................................................. 2" FROM TOP FORMED CONCRETE EXPOSED,ro EARTH OR WEATHER ......... 2" SLABS & WALLS NOT EX OS>E D TO EARTH OR WEATHER ....... I CIIAMFER ALL EXPOSED CORNER Y4" MINIMUM. ALL HOOKS CALLED FOR IN STRUCTURAL DRAWINGS SHALL BE ACI STANDARD HOOKS, UNO. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNO. ALI., WELDED WIRE MESH SHALL CONFORM TO ASTM A185. LAP TWO SQUARI­S AT SPLICES. DO NOT WELD REINF'ORCING STEEL UNLESS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. TIE ALI,, REINFORCING STEEL AND EMBEDS SECURELY IN PEACE PRIORTO PLACING CONCRETE. THE CONTRACTOR SHALL PROVIDE SUPPORTS TO MAINTAIN THE REQUIRED REINFORCING POSITION, "WET STICKING" DOWELS INTO CONCRETFAS NOT PERMITTED. 'REINFORCING BARS MAY BE SPLICED ONLY AS SHOWN ON THE. DRAWINGS EXCEPT THAT REINFORCINONOTED AS CONTINUOUS MAYBE LAPSPLICED 40 BAR DIAMETERS. LAI) SPLICES OF CONTINUOUS REINFORCING IN BEAMS AND TWO-WAY SLABS SHALL BE MADE OVER THE SUPPORTFOR BOTTOM BARS AND AT MID-SPANFOR TOP BARS. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANSAND DETAILS WITH THE ARCHITECTURAL PLANS AND DETAILS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE ANIALLOWANCE OF 1% OF TOTAL REINFORCING STEEL FOR THE PROJECT To BE FABR 11CATED AND PLACED DURING CONSTRUCTION ATTHE DIRECTION OF THE STRUCTURAL ENGINEER, IN ADDITION TO REINFORCING STEEL REQUIRED JIRED BY THE STRUCTURAL DRAWINGS. THE OWNER SHALL RECEIVECREDIT FOR ANY UNUSED QUANTITY AT THE END OF THE PROJECT. IMUSLOMN m PROVIDE. HOLLOW, LOAD BEARING CONCRETE MASONRY UNITS CONFORMING TO ASTM C90, TYPE; I WITH A MINIMUM DENSITY OF 105 PCF, CMU SHALL HAVE A MINIMUM ASSEMBLY COMPRESSIVE" STRENGTH (F'm) OF 2,000 PSI. THE 28-DAY GROUT COMPRESSIVE STRf`1N(jTiL SMALL BE 3,000 PSI MINIMUM. MORTAR SHALL BE TYPE "S" OR "M". LAP ALL REINFORCING 48 BAR DIAMI..'.TFRS IN BOND BEAMS AND 72 BAR DIAMI:`TF`RS IN VERTICAL, WALL REINFORCING AND MASONRY BEAMS. ALL CMU WALLS SHALL BE LAID IN RUNNING BONI), STANDARD JOINT REINFORCING SHALL BE. PROVIDED AT 16" OC VERTICALLY IN SUPPORT1`.D WALLS, JOINT REINFORCING SHALL BF: PROVIDED AT 8" OC VERTICALLY IN CANTILEVERED WALLS. JOINT REINFORCING TYPE SHALL BE SPECIFIED BY ARCHITECT. UNLESS NOTED OTHERWISE ON PLAN 4I-11"IETS, REINFORCE ALI,, EXT FRIOR AND LOAD BEARING CMU WALLS NV/ A #5 FULL HEIGHT VERTICAL.BAR CENTERED IN WALL AT 24" OC. ADDITIONALLY PROVIDE -95 VERTICAL FULL LIF.IGHT AT I."ACI-I WALL END AND CORNER Sf,"F, TYPICAL CMU' REINFORCING DETAIL FOR OTHER REINI-IORCING REQUIREMENTS. ALL CMU CELLS RECEIVING REINFORCING SHALL BE GROUTED SOLID, UNLESS PROVIDED ON ARCflITECTIJRAL DRAWINGS, PROVIDE VERTICAL CONTROL JOINTS AT A MAXIMUM SPACING OF 25'-0" OC. JOINTS SHOULD NOT BE PLACED WITHIN 51-01, FROM BUILDING CORNERS AND NOT CLOSER THAN 1 "-4" TO OPENING EDGES AND MAJOR BEAM OR JOIST BEARING LOCATIONS. CONTRACTOR SHALL SUBM ITJOINT LAYOUT TO ARCHITECT FOR APPROVAL IF JOINT LOCATIONS ARE SHOWN ON ARCHITI:`CTURAL DRAWINGS, BOND BEAMS, CMU LINTELS, MASONRY BENEATH STEEL BEAM AND JOIST BEARINGS, AND OTHER STRUCTURAL ELEMENTS SHALL EXTEND UNINTI..'RRUPTLD ACROSS CONTROL JOINTS. FILL ALL CELLS BELOW FIN ISFIED GRADE. 16" U-BLOCK OR BOND BEAM SHALL CONSIST OF TWO 8" KNOCK -OUT BLOCKS. BARS SPECIFIED TO BE EACH FACE SHALL BE HELD IN PLACE' WITH SPACERS AND SHALL BE LOCATED 2X8"FROM EACH FACLI'TO THE. CENTER OF THE BAR. MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530 QUALITY ASSURANCE' LEVEL2, L_k_/U1NIJtA A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT SHALL INSPECT AND ASSURE THE ADFQUACY OF ALL SUBGRADES, FILLS, AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, ETC. WRITTEN ACCEPTANCE OF THE WORK INSPECTED AND VERIFICATION OF ASSUMED SOIL BEARING PRESSURE SHALL BE SUBNUTT ED TO T1 IE ARCHITECT AND STRUCTURAL ENGINEER. 'WHERE FOOTING STEPS ARf"REQUIRED, THE STETS SHALL BE NO STEEPIR THAN ONE VERTICAL TO TWO HORIZONTAL. UNO ON PLAN. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING THE REQUIRED FOOTING STEEP LOCATIONS. SUPPLEMENTARY NOTES THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN. ADEQUACY, AND SAFETY OF ERECTION, BRACING, SHORING,'TEMPORARY SUPPORTS, ETC. THE STRuCTU­RA(, ELEMENTS ARE NOT CONSIDERED STABLE UNTIL THESTRUCTURE IS COMPLETE. REVIEW OF THE SUBMITTAL INFORMATION SHALL BE FOR GENERAL REQUIRI."MI"NTS 0! "rHE PROJECT, AND SHALL NOT INCLUDE CHECKING OF DFTAILED DIMENSIONS OR DETAILED QUANTITIES, NOR REVIEW OF THE CONTRACTOR'S SAFETY MEASURES ON OF OFF THE WORKSJTFOR THE MEANS AND METHODS OF DOING ANY WORK. THE CONTRACTOR SHALL VERIFY ALLEXISTING CONDITIONSAND ARCHITECTURAL AND STRUCTURAL PLAN DIMENSIONS AND ELEVATIONS PRIOR TO TI IF COMMENCEMENT OF CONSTRUCTION AND NOTIFYTHE STRUCTURAL ENGINEER OF ANY CONFLICTS. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL BEVE-RIFIED WITH EQUIPMENT PLIRCHAS.ED BEFORE PROCEF.',DING WITH STRUCTURAL WORK AFFECTED. EMBEDMENT FOR EXPANSION BOLTS SHALL BE 4 Y4" MINIMUM FOR Y,4"o BOLTS TN CONCRETE OR GROUTED MASONRY. EXPANSION BOLTS SHALL BE HILTI KWIK BOLT OR EQUAL. EPDXY GROUT SHALL BE 11Y150 CARTRIDGE SYSTEM BY HILTI: (HILTI RE500, IF IIOLE IS CORED INSTEAD OF DRILLED,) OR APPROVED EQUAL, UNO. EMBEDMENT SHALL BE 12 BAR DIAMETER MINIMUM, UNO. INSTALLATION SHALL BE IN ACCORDANCE WITH ,MANUFACTURERS PRINTED INSTRUCTIONS. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL. BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT, GEN ERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO "i',' SUBMITTAL TO ARC1111"IVP _'NOINEER. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRA CTOR'S SI IOP DRAWINGS STAMP OR HAVE BEEN MERELY" RUBB ER STAMP I J) SHALL RETURNED WITHOUTRL.'.V1'EW, THEPROJECT'S STRUCTURAL DRAWINGS AND ELECTRONIC FILES ARE THE PROPERTY OF LOW E STRUCTURES, INC. I I HE CONTRACTOR AND SUBCONTRACTOR SHALL COMPENSATE LOWE STRUCTURES., INC, FOR TIJE USE OF T14E PROJECT'S CAI) FILLS FOR ANY PURPOSE INCLUDING; SHOP DRAWING PREPARATION, THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS SHOWN ON ,ARCHITECTURAL AND STRUCTURAL PLANS AND DETAILS WILL CONTROL, WOOD CLIPS, CONNECTIONS, HANGERS, RS, HOLD-DOWNS, ETC. SHOWN ON THESE DRAWGE INS AR SIMPSON sTRONG-TIE CONNECTORS, UON. FASTENERS OF OTHER MANUFACTURf ' AS MAY BE SUBSTITUTED PROVIDED THE LOAD VALUES OF THF�'SUBSTITUTEf) FASTENER FOR GROUP 11 WOOD SPECIES EQUALS OR EXCE,E,DS THE SPECIFIED FASTENER, NAILIN(iO.FA,LLMEM,IIERSSflAl-Ll3EINACCORI)ANCf,'WITITTfIE,13UI-L,D[NCiCOI)ISEF1_.COD17 FOR TABLE. ALL SLEEPERS AND SILLS SHALL BF_. MADE OF PRESSURL TREATED WOOD NON SHEAR WALL WOOD WALL SHEATHING SHALL BE UNBLOCKED. FASTEN SHF,'.,TI[IN(I STUDS W/8d Cit, 6" OC AT PANEL EDGES AND AT 12" OC AT INTERMEDIATE SUPPORIs. ROOF SHEATHING SHALL BE 5,'8" MINIMUM APA RATED SHEATHING, EXPOSURE I WITH 3211 SPAN RATING. ROOF DECKING SHALL BE NAILED WITH 10d NAILS AT 9" DECK, SPACE NAILS AT 4: 'AT SUPPORTED EDGES OF DECK (4" AT EXTERIOR WALLS) AND 4" SPACING AT INTERN] f ' E DIAT SUPPORTS. DECRLASE' NAIL SPACING TO 3" AT SUPPORTF,D EDGI.-.S OF DECK AND 3'"AT INTERMEDIATE SUPPORTS IN ZONE 3 OF ROOF DECK. ALL NAILS FOR ROOF DECK SfINI.I., BE RINKSHANK, SEE 9/S14. ROOF JOIST SHALL 131`1 LATERALLY SUPPORTED ATTHEENDS BY SOLID BLOCKING OR DIAGONAL STRUTS. SUCI I BRIDGING MAY BE OMITTED WHERE END OF JOIST IS NAILED TO A HEADER, BAND JOIST OR TO AN ADJOINING STUD. ALSO PROVIDE SOLID BLOCKING OR DIAGONAL STRUTS AT 8'4' MAXIMUM SPACING, HOLES AND NOTCHES MUST BI ',APPROVED BY THE ENIG IN EER. IF APPROVED THE NOTCH FS ON TI IE ENDS OF JOISTS SHALL NOT EXCEED ONE-FOURTH THE DEPTH. HOLES BORED FOR PIPE OR CABLE SHALL NOT 13F WITHIN THE TOP OR BOTTOM THIRD OF THE JOIST DEPTH AND THE DIAMF',TI`,R OF SUCH HOLE SHALL NOT F'1XCf._,fD ONI:.-THIRD THE JOIST DITTH NOTCHES FOR PIPES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCI,>ED ONE -SIXTH THE JOIST DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE ONE_THJRD OF THE SPAN. STRESS GRADE: SOUTHERN PINENO. 2 OR ENGINEER APPROVED EQUAL. ALL DESIGN VALUES ARE UNDER NORMAL LOADING AND IN DRY CONDITIONS OF SERVICE, SYP MAY BE SUBSTITUTED FOR SPIV. PRESSURE -TREAT LUNIBEA IN ACCORDANCE WITFITHEMANUAL OF RECOMMENDED PRACTICE OF TI IE AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA). ALL FASTENERS AND NAILS IN CONTACT WITH PRESSURE''FRfATED LUMBER SHALL BE MADE OFT PE 304 OR TYPE 316 STAINLESS STEEL U`NLESSTHE LUMBER IS TREATED WITH CCA-C OR SBX (DOT), BUT NOT SBX (DOT) WITFI SODIUM SILICATE (NaSi()2), UNLESS OTHERWISE NOTED, USE THE FOLLOWING MINIMUM GRADE OF LUMBER FOR FRAMING. FRAMING MIN1114UNI GRADE SILL ON FOUNDATION WALLS OR NO. 3 SYP SLAB ON GRADE JOISTS, RAFTERS & 14FADFRS NO. 2 SYP PLATES, CAPS & BUCKS NO, 2 SYP STUDS SEE SCHEDULE POSTS & COLUMNS NO. 2 SYP CONNECT OVER FRAMING (SUCH AS VALLEY TRUSSES) TO MAIN ROOF FRAMING B'.� OA WITH SIMPSON VTCR WITH 4-1 Od NAILS INTO TRUSS, AND 3-10dx1 X" NAILS INTO OVIRFRAPOIN-Ji OR I1/4"xI6 La TW'ST STRAP (q', 48"MAX W/4-10d'NAILS EACH LIND OF STRAP. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: ASTM A572, GRADE 50 TYPICAL ASTM A36 FOR PLATES, ANGLES, & MISC FRAMING ASTM A588, GRADE: 50, WHERE, NOTED ASTM A501 OR A53 FOR PIPE ASTM A500, GRADEB FOR TUBES HEADFID STUDS SHALL COMPLY WITH ASTM A] 08 AND SHALL BE AUTOMATICALLY END WELDED PER MANUFACTURER's RI. COW,IENDATI()NS. ANCHOR RODS SHALL CONFORM TO ASTM F) 554, ALL CONNECTION BOLTS SHALL CONFORM TO ASTM, A325. WELDING OF STRUCTURAL STEEL SHALL BE PER AWSDI.L LATEST EDITION, WHERE'FILLE"T WELD SIZE ISN"T CALLFD-OUT ON WELD SYMBOL., FILLET SJZL` SHALL Bfa V16" SMALLf,',R THAN THE THICKNESS OF TTIE E T1 I INNI_`.R OF THE ELEMENTS TO BE WELDED. STRUCTURAL $'FEEL SHALL BE SHOP PRIMED PER SSPC PAINT SYSTEM NO, 7.00. PRIMER SHALL BE SSPC PAINT WITH A MINIMUM DRY FILM THICKNESS OF 2.0 MILS. OMIT PAINT AT SURFACES TO BE FIRLPROOFED, TOUCH-UP BOLT LEADS, NUTS, FIELD W1,LDS., AND ABRASIONS IN SHOP PRIMER WITI I SAME PAINT, ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED AND PAINTED. IF ANY DISCREPANCIES BETWEEN SPECIFICATIONS, NOTES, AND DRAWINGS ARE NOTED, THE MORE'STRINGENT R I "QUIRJ"'MENT GOVERNS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF MISC STL'TL SHOWN ON THE STRUCTURAL DRAWINGS SUCH AS SHFUFANGLES, LINTELS, SUPPORT MEMBERS FOR CURTAIN WALL OR MASONRY AND E.DGE-1 ANGLES FOR OPENINGS AND PERIME"IT"R CONDITIONS. IT is THE INTENT OF 71JESE DRAWINGS THAT TILESE ITEMS ARE FIELD ATTACHED BY FIELD WELDING OR FIELD BOLTING TO MEET TOLERANCES REQUIRE[) BY 17,141','OTHER TRADES, THESE TOLERANCES MAYBE MORE STRINGENT THAN AISCTOLERANCES, THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE ARCHITECTURAL PLANS AND DETAILS AND REPORT ANY DISCREPANCIES THE ARCHITECT PRIOR TO THE COMMENCEMENT OF SHOP DRAWINGS. GS, THE CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF I % OF TOTAL STRUCTURAL STEEL FOR THE PROJECT TO BE FABRICATED AND INSTALLED DURING CONSTRUCTION AS DIRECTED BY THE STRUCTURAL ENGINEER IN ADDITION TO THE STRUCTURAL STEELREQUIRED BY T14F CONSTRUCTION DRAWINGS. THE OWNER SHALL RECEIVE CREDIT FOR ANY UNUSED QUANTITY AT THE COMPLETION OF THE PROJECT. LIGHT GAUGE METAL FRAMING DESIGN OFLIGI-IT GAUGE, STEEL FRAMING ISBASED ON SECTION PROPEATIES AND STANDARD NOMENCLATURE AS DEFINED IN "STEEL STUD MANUFACTURERS ASSOCIATION (SSMA)-PRODtjCT TECHNICAL INFORMATION, ICBO ER-4943P." ALTERNATE; MANUFACTURER'S FRAMING SIZE SHALL MEET THE: MINIMUM SECTION PROPERTIES OF THE Mf,',?V.IBII".RS INDICATF-ID ON THEDtSIGN DRAWINGS. THE LIGHT GAUGE STEEL FRAMING SHOWN ON THE DRAWINGS IS DIAGRAMMATIC ONLY. 6 THE STRUCTURAL DESIGN OF LIGHT GAUGE METAL FRAMING SHALL HE PERFORMEDBY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL OF THE REGISTERED ENGINEER SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. SUBMITTED SHOPDRAWINGS SHALL INDICATE THE MEMBER GAUGES, SPACING, AND SIZES IN ADDITION TO ALL CONNECTION DETAILS. NO FABRICATION SHALL BEGIN UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED. ALL LIGI ITGAUGF STEEL FRAMING SHALL BE DESIGNED IN ACCORDANCEWITI I AMERICAN [RON AND STEEL INsI­1T1.TF (Zl) "SPECIFICATION FOR III[" DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. ALL FRAMING MEMBERS SHALL BE FORMED FROM STFE.L WITH A MINIMUM YIELD STRENGTH OF 33 KS1 FOR 33 AND 43 MILL AND 50KSI FOR 54,68. AND 97 N41LL MATERIAL. ALL FRAMING SHALL.. BE GALVANIZED, ASTM924 COAPFIN(j (MIN). WALLS COMPOSED OF LIGHT GAUGE STELIL STUDS SHALL I I AVE LATERAL BRACING INSTALLED AT A MAXIMUM SPACING OF 48". COMPONENT & CLADDING DESIGN WIND PRESSURES (PSF) ROOF ZONE: IOSF 50 SF 100 SF 1 1-32.2 +25.5 +22.7 2 & 3 +51.1 +45.8 +43.6 1 -55.8 -52.5 -51A 2 -93.6 -72.4 -65.3 3 -131.5 -111.6 _103.1 10 &2 0 -104.0 -104,0 _104.0 3o -175.0 -E353 -118.2 PAVILION/BAR ROOF ZONE 33 SF I'll SE OVER 131 SF IA +46.1 +46.1 +46.1 -42.4 - 421. 4 -42.4 2A +7 1.1 +71.1 f-46.1 -65.6 -65.6 -42.4 +92.1 +7 1. 1 +46.1 3A -94.7 -65.0 - 414 WALLS ZONE 10 SF 100 SF 500 SF 4 -I-55.8 +47.4 +50.0 -60.5 -52.2 -463 11> +131.1 +98.2 ­92.2 -1010 -84,8 -72.8 5 +55,8 -t-47,4 +50.0 -74,7 -58.0 -46.3 51) ItA 74,8 +13 .1 +J3LI _116,5 -90.8 -72.8 NOTFS: I T,A ISLE PRESSURES ARE FOR THE SQUARE FOOT (Sl) TRIBUTARY SHOWN. FOR OTHER T_mu F muARY AREAS,TE , LINEARLY INTERPOLA hi TWEEN VALUE'S SHOWN ABOVE. 2) POSITIVE PRESSURES ACT TOWARD THE BUILI)ING. NEGATIVE PRf..SSURL`.S ACTT AWAY FROM TH E BUILDING. 3) SEE. DIAGRAMS FOR ZONE LOCATIONS. 4) ALL PRESSURES SHOWN IN, ARE ULTIMATF. PR F"S SURFS. Ia=5'-9" SCALE: NTS a -,--I �- a GEN ERA L WAL L LONE ISOMETRIC i xi LOW E 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 common@. 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. 7� '14 ct • PLANNING -ARC1fI1E,CFURF. LANDSCAPE: 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORMA 32256 (904) 731-2323 FAX (904) 731 -2699 Website: w-wxv:basham1ucas.com Lic. Nos.: AA26000586 W a DRAWN BY TJM CHECKED BY JML DATE 3-26-14 JOB NO. 13-40 SHEET NO. S061 r----1 ---- TE I ... I 13/S2.1 fTE L-------------j COOLER & ATTACHMENT TO SLAB BY OTHERS COORD NEW SLAB SIZE & LOCATION W/ EQUIPMENT PURCHASED & ARCH. 5" CONCRETE SLAB ON GRADE W/ WWF 6x6 - W2.1 x W2.1 ON VAPOR BARRIER AND COMPACTED FILL. T/SLAB EL 100'-0" (FIELD VERIFY) COORD w/EXISTING SLAB. ' SEE r 3 , ARCH; I � W2.5 T/FTG EL. 96'-0" Con 24'-10" ± 11'-2 " 15-10Y2" 11'-214" 6'-5" FIELD VERIFY 1 FOUNDATION PLAN S1.1 SCALE: 1/8" = F-0" PLAN NOTES: 1) ALL ELEVATIONS ARE BASED ON T/SLAB DATUM EL OF 100'-0". SEE CIVIL FOR ACTUAL ELEVATION. 2) TOP OF FOOTING EL VARIES SEE PLAN 3) FOR DESIGN CRITERIA AND GENERAL NOTES SEE SHEET SO.1. 4) SEE DETAIL 2/S2.1 WHERE PIPE PENETRATES PERIMETER OF BUILDING. SEE MECH, PLUMBING, AND ARCH FOR PIPI SIZE AND LOCATIONS. 5) SEE DETAIL 3/S2.1 FOR REINF @ CONT FOOTING CORNERS. 6) "W#" & T#" DENOTES FOOTING TYPE, SEE SCHEDULE THIS SHEET. 7) DENOTES CMU WALL LOCATION• SEE GEN NOTES FOR TYP REINFORCING REQUIREMENTS & 8/S2. i FOR TYP REINF DETAIL. 8) ® & "SW1" DENOTES SHEARWALL LOCATION. SEE SCHEDULE ON S2.4 FOR SHEATHING & FASTENING REQUIREMENTS. ` ............................... ..... .... ........:........... F4 6" 16 GA WALL O 1.2...C. PAVERS �2 .... _.... ..................... I _.:.. .... ( HATCHED i PER ARCH N �s f j INTERIOR WALL) fi���ti\O �5te — F6 F6 F6 — Fb — — F6 — SEE I J r ARCH S2 I I I d r / T/FTG EL. 96'-0" --..._..._ ....... ......._........ J L J _.. _. _..........._............. _... ......_........._ _................................... L L J L J _ . _: _ ,........ .._ L J / L <, .J 1¢ T/FTG EL. 98 -0n EDGE OF PAVERS. !;2 @ ISOLATED FT S. SEE ARCH., ... .... ..... ....... ... .... ..._ ........ ..... HARDSCAPE BY OTHERS, TYP 7) DENOTES CMU WALL LOCATION. SEE GEN NOTES FOR TYP REINFORCING REQUIREMENTS & 8/S2.1 FOR TYP REINF DETAIL. 8) ® & "SWI" DENOTES SHEARWALL LOCATION. SEE SCHEDULE ON S2.4 FOR SHEATHING & FASTENING REQUIREMENTS. 9) e DENOTES FTG STEP LOCATIONS. GC TO FIELD VERIFY REQ'D LOCATIONS (TYP). SEE DETAIL 13/S2.4. 16'-4Y4" 11'-0" 16'-4Y4" FOOTING SCHEDULE TYPE LENGTH WIDTH DEPTH BOTTOM REINF LONG WAY SHORT WAY W2.5 CONT 2'-6" 1'-0" 345 44@24" F4 T-0" T-0" 1'-0" 545 545 F6 6-0" 6'-0" F-6" 8-95 845 REMARKS 6'-5" I F-2W' 15'-IOK" F1 V� Jam,°11 Ji T/FTG EL. 96-0" 11'-234" 17'- l Od2" 6'-7Y4" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTKM REQUIRED OY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 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 Zz 0 Q � N Cs� w 0 r W � w 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. ASHAM 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 90 7�j; STATE OF ••. OR NAL DRAWN BY T.1 M CHECKED BY JML DATE 2-26- 14 JOB NO. 1 '-40 SHEET NO. 8F8-1B CAST-CRETE LINTEL OR FOR APPROVED EQUAL. COORD B/ LINTEL W/ ARCH, NOTE: TRUSS ENGINEER TO COORD MECH DUCT CHASE LOCATIONS & RTU WEIGHTS W/ MECH DWGS. 8F8-1B CAST-CRETE LINTEL OR FOR — _.. APPROVED EQUAL. COORD B/ LINTEL DO NOT BEAR TRUSSES W/ ARCH. ON WALL THIS AREA (TYP) WOOD BRACKET `'. SIM ........ N N N \ PER 12/S2. (TYP) N SIM GC SHALL VERIFY NEW ., 3 TYP 0 COO Cn RTU WEIGHTS DO NOT. DO NOT BEAR TRUSSES EXCEED EXISTING RTU ON WALL THIS AREA (TYP) WEIGHTS. CONTACT WE G S. CON C 0 IF NEW RTU WEIGHTS C 4x 10 EXCEED EXISTING RTU I I ( \\ s WEIGHTS: I 1 Im . S M I I I I I I I I I I I I I I I I I I 1 0 x1 6° o II I I I I it II I II II I` I I I I I I I I I I I 4 T/ CMU WALL EL \ I I I I I I I I I I If II I I I I I I I I II II I I I I II I II I `I I II I II I I I i=1IT-4" (THIS WALL) TRUSS BRG EL _ _ _ _ _ _ = LJ=1=1=Lj=1=1 \ =I1F-4"(THIS WALL) ------------N T US B JTB G = IP-3�'° I� T I I I I I I I I II II I I II I I I I II II — 1 I E YP UN I I I I I it II I (j 1YP 7 C 1 ED I I) I E 1 2' 2s� ! I I I P -E GINEE 'D0 D U111 RObF T�US ES 0 2 0 . (T 0) \ Q - - - - - - - - 12x10RIDG II I I 1 I N T— BEAM I I r,; I I I I I I I I I I II II I I I I I I I I I� -tI •--_—__-- It-�I I I I I II II I I I II II II v� I EL 117 -0 GIRDER TRUSS I� I I I I I I I I I I I II I II I I I I I I I I I� TBEt I�I I I �I I I I I II II I I I it II I I -- I I i I I I I I EL 112'-2J4" I _ _ _ _ _ _ I ------- I L _ H IJ ! I I = I — -- i I I NG EE D WO DJOOjTRSS S @ 24 C ) - - - - - ;� EL 1 2 � H v L�- I - -4I v' —�� 1�—�Iw I I I I II II I I I II II II 6/S2.2— �_ -- _— I�--- — __ __ __ �••I I I I I I I I I I I II I II I I I I I I I III I I I���I 4/s2.2 II I I I I II II I I I I I-1 I I I I � 1'�DJ[7 S2.2 I I ! I 1 r-- - y-- -- -- +I 9 I -f I -- - - - 11- I I I 5/S2.2 I I I ( ( I i _�! I IL_ ( TI 11 - -- U II Li sEl9/s2.2 FOR —-- -- -- '1"I I I I I I I I I I I I I I ItLETRES RI E BEAM II I I I I I! I II I I I li I I! 1 — Ua -- -- -- I I ES-2 ��I —_ ITYTo _ _ FRYVME{@YP I ------ ( )nIII I I III I I I I- CB -I 1 1 1 1 111 II I I 111 I --------_____—_-___—___� -- _------==________________ - =z--- — — 3 — -- raj I _J1 I I I I I Ir-- —!� N — — -- ,, _ -- -- --- iBEM N I II -- - -- ---III _ -- -- -- II I N SC E W L EL 115' 10" T EA U N 1 I - - - - S_CREENWALL I I ( I I M I I I ( PE Cli 4/S .3 '� y EL 110' 0° i I ICot) ( I I I z PER ARCH p - I I I 111 ! I I I I �' I I II I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I7 UVERF E W TR SS S \ COORD B/ BEAM EL W/ ARCH. 1 SEE 5/52.2 FOR CONT TRACK & I �- — -- -- -- -l-G ! j j _, ► A EA) 4/ 2.3 \`\ WALL STUDS ABOVE. H sox xY BLC (SIL) I I I I I I I I I I I I I x\ -- 1I I I I o \\ }— �_ W8 35 W8 35 r, _ W8 35 1 W8 35 1 — x I I W 35 I I — — -- — Li W8x18 _ ll ��I _ _ GIRDER TRUSS BEAR W8x40 ON TOP �, OF STL COL. FRAME '" 2x8 OURIGGERS - SEE PLAN DETAIL 8/S2.4 W PLYWOOD W8x35 INTO W8x40. @ 24"OC (TYP) FOR W 12 CONN TO TRUSS BRG \ — �, EL - 110'-0" L EXISTING WALL / �� ROOF DECK (TYP) (TYP, UNO) \ \ .. CONT CB-2--- I I PER 13/S2.3 - - (TYP) SEE 5/S2.4 FOR STL TUBE CONN TO W 12 BEAM (TYP) je- 1 ROOF FRAMING PLAN S1.2 SCALE: 1/8" = F-O" PLAN NOTES: I ) 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 CI IPS. 7) SEE 3/S2.4 FOR TYP STL BEAM CONN TO CMU WALL, 8) SEE 11/S2.4 FOR TYP LT, GA. HEADER DETAILS. s' - / BEAM EL 1 - 117' 1YV (TYP �I I HSS4x 6 311 POST TYP)��j 6 \� $6 W 16x26 PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" OC (TYP, UNO) 7Y" (TYP @ WOOD BRACKETS) HIGH ROOF FRAMING PER 2/S 1.2 No. 14x10 (TYP @ BAR) PROVIDE CONT 2x8 STRUCTURAL FACIA W/ (3)-1 Od NAILS @ EA TRUSS (TYP @ BARIPAVILION) TRUSS BRG EL (TYP @ HIG. "-SEE 1I/S2.3 FOR W12 CONN TO T/ WALL 6d'2 (TYP) a W PLYWOOD ROOF DECK T/ CMU WALL EL =112'-6" (TYP @ MEMBER BAR) %" PL ROC HIGH ROOF FRAMING PER 2/S 1.2 PROVIDE CONT 2x8 STRUCTURAL FACIA W/ (3)-I0d NAILS @ EA TRUSS (TYP @ BAR/PAVILION) SEE 5/S2.4 FOR STL TUBE` CONN TO W 12 BEAM (TYP) is" PLYWOOD ROOF DECK VEERED WOOD ROOF TRUSSES @ 24" OC (TYP, UNO) TYP HIGH ROOF FRAMING PLAN SCALE: 1/8" = 1'41 mill DENOTES WOOD BRACKET SEE DETAIL 12/S2.3 (TYP) 118 II II PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" OC (TYP, UNO) No. 14x10 (TYP @ PAVILION) CONT CB-2 _ = PER 13/S2.3 (TYP) SEE I 1/S2.3 FOR W 12 CONN TO T/ WALL (TYP) \\-T/ CMU WALL EL =112'-6" (TYP @ MEMBER BAR) TRUSS BRG EL =11 F-4" (THIS WALL) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. LOWE STRUCTURES, INC. 4337 Pablo Oaks Ct., Suite 101 Jacksonville, FL 32224 (904) 992-0377 FL Cert of Auth: 28261 FOR: J. Matthew Lowe FL PE: 59027 a mill mm 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. BASHAM & LUCAS PLANNING -ARCHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www-bashamlucas.com Lic. Nos.: AA26000586 i HEW,�isi • \ •% STATE OF 0, ';oily ONA�3-26-14 DRAWN BY TJM CHECKED BY JML DATE 3-26-14 JOB NO. 13-40 SHEET NO. S12 ,6 "' "' 'T JOINT- 1T PER ARCH z ..... r PREMOLDED —/ JOINT MATERIAL CONTRACTION JOINT EXPANSION JOINT NOTES: 1) CONTRACTION JOINTS SHALL BE CUT INTO SLAB WITHIN 12 HOURS OF CONCRETE PLACEMENT. 2) SLAB JOINTS SHALL BE SPACED AT 12'-0" MAX EA DIRECTION. 1 SLAB JOINT DETAILS S2.1 SCALE: NTS CL WALL & FTG WALL REINF LAP WALL REINF PER GENERAL NOTES PER GENERAL NOTES. DOWEL SIZE & SPACING SHALL MATCH VERT CMU WALL WALL REINFORCING. PER PLAN WWF PER PLAN T/SLAB EL — PER PLAN z - W ¢ 3-#5 CONT W/ #4@24" 2'-0" @ TS U TRANSVERSE 2'-6" @ TS2 M 5 SECTION 52.1 SCALE: NTS CL COL & FTG STEEL COL I I PER PLAN III I I WWF I I I I PER PLAN I. ANCHOR RODS & BASE PL I I Z <: = c7 T/SLAB EL SEE PLAN T/FTG Z Q Q SEE PI as w o W 2"MIN va Ulf SIZE & REINF PER FOOTING SCHED NOTE: SEE DETAIL 10/S2.1 FOR COLUMN & BASE PL DETAILS NOT SHOWN, SECTION 52.1 SCALE: NTS T/FTG EL PER PLAN 1%" COMPRESSIBLE MATERIAL AROUND PIPE OR PROVIDE PIPE SLEEVE,TYP — NO PIPE. TO BE PLACED WITHIN FOOTING j I AT EXISTING PIPES WRAP W/ 2" STYROFOAM OR SLICE PVC PIPE 2" 0 LARGER & PLACE AROUND PIPE (SEAL SLIT W/ a = DUCT TAPE) CONCRETE FILL IS TO BE PLACED BEFORE FOOTING IS POURED AND TO BE THE SAME WIDTH AS FTG, POUR FULL WIDTH OF PIPE TRENCH TRANSVERSE PIPE DETAIL T/ PI FOR PIPES RUNNING PARALLEL TO STRIP FTGS, FTG DEPTH & PIPE LOCATION SHALL BE COORDINATED SO THAT THE PIPE IS NOT WITHIN FTG LOAD DISTRIBUTION INFLUENCE LINE AS ILLUSTRATED. TYP PIPE PARALLEL TO WALL PIPE PENETRATION DETAIL SCALE: NTS WALL SHEATHING PER ARCH & SHEARWALL SCHEDULE 1 I 6" 18 GA WALL I I STUDS @ 16" OC, CONT 18 GA TRACK I I UNO ON PLAN. (16 GA TRACK @ 16 GA I I WALL STUDS) W/ (2)-#12 I I 0 SPH @ EA STUD SCREWS IN EA STUD & I I 0.177 0 PAF @ 6" OC I I WWF, PER PLAN STAGGERED INTO CONC I I I I T/ SLAB EL — _ — _ A — PER PLAN W • a (3)-#5 CONT W/ � I 3 =0" �a� TS2 #4@24" TRANSVERSE TYP "TS" SECTION S2.1 / SCALE: NTS �,-,✓ CL COL & FTG STEEL COL PER PLAN SEE ARCH I I I I I SEE ARCH PAVERS PER ARCH I SIZE & REINF PER FOOTING SCHED NOTE: SEE DE"TAIL l0/S2.1 FOR COLUMN PREFORMED JOINT & BASE PL DETAILS NOT SHOWN. FILLER _ FILL AROUND COLUMN SECTION AFTER FLOOR IS CAST & COLS ARE SUPPORTING 52.1 SCALE: NTS FULL DEAD LOAD T/ PAVERS EL PER ARCH F-0" HSS4x4 F-2" @ HSS6x6 o xx Q�) O N ADD CORNER BAR 2 -4 TO MATCH CONT d FOOTING REINF F-4 REINF c CONT FTG CORNER SCALE: NTS S2.1 SCALENTS SEALANT EA WALL REINF, SEE GENERAL NOTES LAP WALL REINF PER GENERAL NOTES. DOWEL SIZE & SPACING SHALL MATCH VERT WALL REINFORCING. COORD FIN GRADE ELEVATION W/ CIVIL CL WALL & FTG CMU WALL PER PLAN 24" #4 DOWEL @ 16" OC WHERE H>2'-8" (TYP) N F If T/SLAB EL SEE PLAN w Z WWF = V PER PLAN T/FTG EL, SEE PLAN w� v, L) CMU, PER ARCH GROUT ALL CELLS SOLID BELOW GRADE FTG REINF PER SCHED SCHED 2'-0" -WWF PER PLAN T/ SLAB EL PER PLAN wz a CMU REINF PER GENERAL NOTES T/SLAB EL, T/FTG EL SEE PLAN PER PLAN SECTION S2. SCALE: NTS z PL LAP WALL REINF PER GENERAL NOTES. F1, 14 vvi �t—in w %JAtA"F_ jv r» TM DOWEL SIZE & SPACING F1554 HEADED ANCHOR RODS SHALL MATCH VERT WALL REINFORCING. TYP BASE PLATE DETAIL DIAMOND SHAPED ISOLATION JT SLAB JT DIAMONI) PLAN DETAIL to DETAILS S2.1 SCALE: NTS T/ PAVERS EL PER ARCH PROVIDE 2-#4x3'-0" BARS CTR'D IN SLAB AT CORNERS W/O SLAB JT (TYP) 3" �,Nb FTG REINF J PER SCHED SEE SCHED NOTE: SEE DETAIL 8/S2.1 FOR TYP CMU REINF DETAILS. 4 SECTION WALL FACE PER ARCH OPENING PROVIDE #5 EF GASKET FULL @ OPENINGS /- WALL HEIGHT 5'-4" AND LESS ADD #5 EF TYP WALL @ OPENINGS REINF\_#5 EA SIDE OF > 5'-4" CONTROL JOINT NOTES: NOTE: ADD #5 HORZ UNDER ALL WINDOW OPENINGS. EXTEND 1) COORD REQ'D CMU CONTROL REINF 16" BEYOND OPENING (TYP) JOINTS ARCH. 2) STOP CMU JOINT RINF EA SIDE OF JOINT (TYP). REINF (a, WALL OPENING PLAN DETAIL REINF (ci) CONTROL JOINT PLAN DETAIL NOTES: 1) MAX LIFT = 5'-0" WITH LOW LIFT GROUT. 2) IF HIGH LIFT GROUTING IS USED, REINFORCING SHALL BE FULL HEIGHT & A CLEANOUT HOLE IS REQ'D @. CELLS W/REBAR. GROUT SHALL BE PLACED IN LIFTS TO PREVENT BLOWOUTS. 3) LAP REINFORCING PER GENERAL NOTES. 4) JOINT REINF SHALL CONSIST OF @ LEAST TWO WIRES OF W I.7 OR GREATER AND SHALL BE PLACED AT 16" OC VERTICALLY, 5) PROVIDE A STANDARD HOOK AT EACH VERT BARS AT THE TOP OF WALL. 6) PROVIDE A MINIMUM OF AN 8" CONTINUOUS BOND BEAM AT THE TOP OF EACH WALL W/ #5 CONTINOUS BOTT, UNO IN DETAILS. TYP CMU RF,INF DETAILS SCALE: NTS 1-44 TOP STD HOOK WWF, SEE PLAN FIN GRADE If T/SLAB PER ARCH — SEE PLf wz z w¢ -a � a CMU REINF PER GENERAL NOTES CMU, PER ARCH CL WALL &FTG GROUT ALL CELLS SOLID BELOW GRADE WALL REINF FTG REINF PER GENERAL NOTES PER SCHED w WWF ¢ PER PLAN T/ SLAB EL /_ - a--_ PER PLAN ..........., `-CMU WALL T/FTG EL, SEE PLAN wz • Uj FTG REINF SEE SCHEDULE PER SCHED NOTE: SEE DETAIL 4/S2.1 FOR INFO NOT SHOWN. r7i SECTION 52.1 SCALE: NTS e:::::�LL T/FTG EL Ca PER PLAN .. ww �x •11Cn 3" CLR I SEESCHED rl rl"2 SE"TI®N 52.1 SCALE: NTS �z THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED QY FIELD INSPECTORS THAT MAY BE NECESSARY IN OR6)ER TO COMPLY WITH ALL APPLICABLE CODES. #4 CONT WWF PER PLAN T/SLAB EL PER PLAN w z w¢ '2-#5 CONT 1' 0" W/ #4@24" TRANSVERSE 13 TYP "TE" SECTION S2.1 SCALE: NTS LOWS 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 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. W ct l • • 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 Lie. Nos.: AA26000586 '% 27 e STATE OF ONA L � �3-26-14 DRAWN BY Tim CHECKED BY iml, DATE 3-26-14 JOB NO. 1 3-40 SHEET NO. PRE-ENGINEERED TRUSS PER PLAN ROOF SHEATHING PER PLAN CONT 2x J ............................... PER ARCH GC TO PROVIDE VAPOR BARRIER UNDER TRUSSES (TYP) SECTION 52.2 SCALE: NTS ROOF SHEATHING PER PLAN CLIP, PER FASTENER SCHEDULE PRE-ENGINEERED TRUSS --,,,__,,"_ PLAN / v ------------\ PRE-ENGINEERED TRUSS BEYOND CONT HSS6x2xY SEE 6/S2.2 FOR CONN TO ROOF TRUSS 6" 16 GA WALL--/ STUDS @ 12" OC TRUSS BRG EL PER PLAN CLIP, PER FASTENER SCHEDULE CONT 16" BOND BEAM W/ 245 TOP & BOTT WALL REINF PER GEN NOTES CMU WALL PER ARCH ROOF SHEATHING PER PLAN PRE-ENGINEERED TRUSS PER PLAN CLIP, PER FASTENER SCHEDULE CONT 2x� _.... . PER ARCH CONT 2x FOR ROOF SHEATHING ATTACHMENT. ATTACH TO EA TRUSS W/ (2)-1 Od NAILS ROOF SHEATHING PER PLAN BLOCKING TRUSS BETWEEN LOW TRUSSES FOR HIGH TRUSS BEATING. ATTACH TO WALL BELOW W/ SIMPSON CS18* EA FACE, EA END OF BLOCKING. TRUSS BRG EL PER PLAN CONT 16 GA TRACK W/ (2)-412 SCREWS I 1 @ EA STUD & 0.145"0 PAT @ 4" OC INTO I STL TUBE I I SIMPSON SPH @ EA STUD I WALL SHEATHING NOTES: 1) CONTACT FOR FOR ALTERNATE DETAIL IF ROOF TRUSS IS CONT. OVER WALL. 2) "*" DENOTES PROVIDE (3)-#10 SCREWS (MIN) INTO EA WALL STUD & (8)-1 Od NAILS (MIN) INTO BLOCKING TRUSS. 5 SECTION 52.2 SCALE: NTS EXISTING ROOF STRUCTURE TO REMAIN STOP ROOF TRUSS 4" 4" SHORT OF EXIST @ SIM WALL @ SIM. ROOF SHEATHING _ PER PLAN CONT DBL 2x PL W/ Y"0 THRU BOLTS @ 12" OC, STAGGERED STL BEAM PER PLAN SECTION S2.2 SCALE: NTS PRE-ENGINEERED TRUSS PER PLAN TYP TRUSS BRG EL ::�r PER PLAN Y" STL TAB EA SIDE CONT 18 GA TRACKOF EA TRUSS. SEE W/ (2)-#12 SCREWS CEILING DETAIL A -A. I @ EA STUD & 0.145"0 PER ARCH TYP I I PAF @ 4" OC INTO STL TUBE CONT HSS6x2x1/4 I I SIMPSON SPH I I @ EA STUD 6" 18 GA WALL I I STUDS @ 16" OC, WALL SHEATHING UNO ON PLAN. SECTIONSCALE: &27NTS 1 1 I EXISTING WALL I 1 TO REMAIN I , 1 CLIP, PER FASTENER SCHEDULE WHERE TRUSS BRG EL TRUSS BEARS ON WALL. PER PLAN ......._ _ ................... ` #4 DOWELS @ 16"OC w/6" MIN EMBED (T&B) con w NEW 4"THK CONIC WALL ROOF TRUSS q p w/#4 @ 12"OC EW CENTERED PER PLAN w F" WHERE TRUSS BEARS ON WALL. oO FV U NOTE: GC TO PROVIDE VAPOR BARRIER UNDER TRUSSES (TYP) 4" MIN r7oSECTION 52.2 SCALENTS EXISTING ROOF STRUCTURE TO REMAIN SIMPSON HGAM10 @ EA 2x W/ (4)-Y"xlY4" TITEN SCREWS INTO CONC & (4)-SDS Y"x1A"SCREWS INTO 2x (TYP) ROOF SHEATHING PER PLAN JOIST BRG EL 11 F-4 $' Q 2x FRAMING PER PLAN WHERE UPLIFT <800# TRUSS BRG EL PER PLAN EDGE OF ROOF TRUSS A" STL PL EA SIDE OF TRUSS X"O THRU BOLT CONT HSS6x2x% EDGE OF ROOF TRUSS A" STL PL EA SIDE OF TRUSS X"0 THRU BOLT (TYP) CONT HSS6x2 WHERE UPLIFT <1600# NOTE: COORD TRUSS UPLIFT & LOCATION W/ TRUSS SHOP DWGS. DETAIL A -A • #4 DOWELS @ 16"OC w/6" MIN EMBED (T&B) • NEW 4"THK CONIC WALL w/#4 @ 12"OC EW CENTERED 4" MIN NOTE: (2)-SIMPSON HETA12 MAY BE USED IN LIEU OF SIMPSON HGAMIO @ CONTRACTOR'S OPTION. 11 SECTION 52.2 SCALE: NTS EXISTING WALL TO REMAIN STL TUBE CLIP, PER FASTENER BEYOND SCHEDULE (TYP) 2x BLOCKING BETWEEN CONT DBL 2x TRUSSES FOR SHEATHING TOP PL �. r ROOF SHEATHING PRE-ENGINEERED TRUSS ATTACHMENT 2x FRAMING PER PLAN PER PLAN PER Pi AN ROOF SHEATHING SIMPSON RSP4 PER PLAN @ 32" OC� I I CONT 2x SILL PL I I W/ #8 SCREWS @ 8" OC, STAGGERED CONT SHEARWALL SHEATHING UP TO CONT 2x ROOF SHEATHING W/ SIMPSON 2X" TB SCREWS @ 6" OC STAGGERED V--- I ......................................................... ........__ .......................................:::.:; TRUSS BRG EL STL TUBE PER PLAN FINISH PER PLAN GC TO PROVIDE VAPOR TRUSS BRG EL PER ARCH BARRIER UNDER TRUSSES (TYP) CLIP, PER FASTENER PER PLAN SCHEDULE (TYP) TRUSS SUPPLIER TO 2 I YP • • I I CANTILEVER THIS SECTION. (� ) PRE-ENGINEERED TRUSS I I CONT 18 GA TRACK CONT 16" BOND BEAM PER PLAN I I W/ (2)-#12 SCREWS W/ 2-#5 TOP & BOTT 1 1 @ EA STUD & 0.145"0 NOTE: ROOF TRUSS CONT HSS6x2x% 1 I PAF @ 4" OC INTO CONTINUOUS OVER WALL REINF SEE 6/S2.2 FOR CONN I O I STL TUBE WALL @ SIM. PER GEN NOTES TO ROOF TRUSS I I I I CNIU WALL Ila6" 18 GA WALL I I SIMPSON SPH PER ARCH STUDS @ 16" OC, I I @ EA STUD UNO ON PLAN. WALL SHEATHING 3 SECTION 4 SECTION 52.2 SCALE: NTS 52.2 SCALE: NTS ASSEMBLY PER CONT 2x w/(3)- IOd NAILS DETAIL 9/S2.2 ROOF SHEATHING @ EA STUD (TYP) PER PLAN RIDGE BEAM PER PLAN (TYP) T/BEAM EL SIMPSON RSP4 PER PLAN @ 32" OC ®I I CD HSS4x3 2-2x8 STL TUBE PER PLAN PER PLAN � FINISH ROOF SHEATHING 2x8 EA SIDE (TYP) ROOF SHEATHING PER ARCH PER PLAN TY P OF TUBE PER FLAN 3/ 16 3 • 2xPER PLAN ING SEE DETAIL 4/S2.2 O I • FOR INFO NOT SHOWN I I OO I I QO SIMPSON H3 STEEL BM SIMPSON 2X" TB @ EA 2x PER PLAN ATTACH 2-2x8 TO BEAM SCREWS @ 6" OC ( WOOD BEAML PL %"x4"x6" EA W/ SIMPSON A23 STAGGERED CONT L4x4xi w/ TAP PER PLAN (TYP) (TYP) CONT 2x A THRU BOLTS TYP (TYP) SIDE OF BEAM @ 16"OC. 3/16 2 q,6 < W/ (2)4"0 THRU BOLTS (TYP) SECTION • 8 SECTION rqSECTION- SCALENTS 52.2 SCALE: NTS S2.2 SCALE: NTS ASSEMBLY PER SEE DETAIL 4/S2.2 CONT 2x w/(3)- 1 Od NAILS DETAIL 9/S2.2 FOR INFO NOT SHOWN @ EA STUD (TYP) RIDGE BEAM PER PLAN (TYP) ROOF SHEATHING PER PLAN T/BEAM EL PER PLAN ®I I® T/BEAM EL ........................................................................................ PER PLAN FINISH ATTACH RIDGE PER ARCH BEAM TO CONT 2x W/ SIMPSON HU28-2 CONT 2x w4 x 21 TITEN 2x FRAMING . ` SCREWS @ 6" OC. STAGGERED PER PLAN "CB-1" SIMPSON HU210 PER 5/S2.3 @ EA 2x w/(9)-1/4x 1 i TITEN SCREWS INTO CONC. SEE DETAIL 4/S2.2 (4)-10dxi 1/2 NAILS INTO 2x (TYP) FOR INFO NOT SHOWN 12 SECTION 52.2 SCALE: NTS SEE ARCH _ ROOF SHEATHING PER PLAN HSS4x3 BRACE (SIM) PER 6/S2.3 CONT 2x a PER ARCH COPE BEAM AS REQ'D PER ARCH PAD BEAM AS REQ'D (TYP) CONT 2x PER ARCH 13 SECTION 52.2 SCALE: NTS SEE ARCH ROOF SHEATHING PER PLAN HSS4x3 BRACE— (SIM) PER 6/S2.3 I CONT 2x L' PER ARCH COPE 2x AS REQ'D PER ARCH PAD BEAM AS REQ'D (TYP) CONT 2x PER ARCH 14 SECTION SCALE: NTS RIDGE BEAM PER PLAN _:':i✓ J I--v-- � PER PLAN �-SIMPSON HIOA TYP HSS4x3 BRACE PER 6/S2.3 SEE DETAIL 9/S2.2 FOR INFO NOT SHOWN 2x8 OUTRIGGER 2x FRAMING @ 24"OC w/SIMPSON PER PLAN A35 (TYP) T/BEAM EL PER PLAN THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS ..............................:::::.:.::..:. REQUIRED GY FIELD INSPECTORS THAT =-&\� MAY BE NECESSARY IN ORDER TO (2)-SIMPSON H5 @ TYP HSS4x3 BRACE COMPLY WITH ALL APPLICABLE CODES, EA OUTRIGGER PER 6/S2.3 SEE DETAIL 7/S2.2 FOR INFO NOT SHOWN � r 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 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BASHAM DESIGN GROUP, AND SHALE. 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. PLANNING -AR CHITECTURE -LANDSCAPE 7645 GATE PARKWAY, #201 JACKSONVILLE, FLORIDA 32256 (904) 731-2323 FAX (904) 731-2699 Website: www:bashamlucas.com Lic. Nos.: AA26000586 �. STATE OE /F• •ORV4) •�\ BONA I6-14 DRAWN BY 11M CHECKED BY JMI, DATE 3-26-14 ,JOB NO. 13-40 SHEET" NO. S201. PRE-ENGINEERED TRUSS PER PLAN CONT HSS6x2x/ SEE 6/S2.2 FOR CONN TO ROOF TRUSS 6" 18 GA WALL STUDS @ 12" OC TRUSS BRG EL PER PLAN 1 I CONT 18 GA TRACK I I W/ (2)-#12 SCREWS 1 I @ EA STUD & 0.145"0 1 I PAF @ 4" OC" INTO I 0 I STL TUBE I I 1 I I I SIMPSON SPH I I @ 16" OC Lj WALL SHEATHING ROOF SHEA" '—'- PER SIMPSON W/ (6)-10dxIM" NAILS INTO RIDGE BEAM & (5)-1 Od NAILS INTO 2x FRAMING (TYP) FRAMING Z PLAN 'P) 1\1LV1. 1JJ iV1 PER PLAN SECTION SECTION 52.3 SCALE: NTS 52.3 SCALE: NTS #3 TIES 8" OC (TYP) #5 EF (TYP) 3/ARCHED BEAM, 'ER ARCH 5 "CB —I" ELEVATION 6 DETAIL S2.3 SCALE: NTS 52.3 SCALE: NTS ROOF SHEATHING 2x BLOCKING PER PLAN (TYP) AS REQ'D CONT 2x8 W/ SIMPSON 2X" TB SCREWS @ 6" OC STAGGERED STL BEAM PER PLAM '-2x FRAMING 2x BLOCKING @ 24" OC TRUSS BRG EL PER PLAN ROOF TRUSS PER PLAN (TYP) WALL FINISH PER ARCH (TYP) SECTION 52.3 SCALE: NTS T/ CMU WALL PER PLAN (TYP) PER PLAN ROOF SHEATHING PER PLAN (TYP) STL BEAM PER PLAM CONT 16 BOND BEAM ROOF TRUSS J W/ #5 CONT TOP & BOTT PER PLAN —X"O EPDXY ANCHORS @ 24" OC, STAGGERED W/ 6" MIN EMBED TRUSS BRG EL PER PLAN ... .................. `-2x6 BETWEEN TRUSSES W/ Y"Ox2%" TAPCON SIMPSON HU210 WHERE TRUSS — SCREWS @ 8" OC HAS A MAX REACTION OF 2000# STAGGERED (TYP) AND MAX UPLIFT OF 500#. COO RD W/ TRUSS SHOP DWGS. CONTACT FOR CONNECTION WHERE LOADS —WALL REINF ARE HIGHER THAN SHOWN. PER GENERAL NOTES WALL FINISH PER ARCH (TYP) ri SECTION— K52.->7 SCALE: NTS -7 `=2x FRAMING PER PLAN (TYP) T/ CMU WALL PER PLAN --2x6 BETWEEN TRUSSES W/ Y" Ox2Y4" TAPCON SCREWS @ 8" OC STAGGERED (TYP) CONT 2x PER ARCH B/ TRUSS El PER ARCF PRO BOLT TO STRUCTURE. STL BEAM PER PLAN A N 'CONT 16" BOND BEAM COPE BEAM AS REQ'D FOR BEARING PL W/ #5 CONT TOP & BOTT WALL REINF PER GENERAL NOTES NOTE: SEE 9/S2.3 FOR INFO NOT SHOWN. INSTALLATION. "CB-2" PER 13/S2.3 3 SECTION S2.3 SCALE: NTS SECTION A -A T/ CMU WALL TYP #4 @ 32' TRUSS BRG EL PER PLAN JSS 000# 'OORD TACT OADS ROOF SHEATHING PER PLAN CONT 2xI0 w/(3)-10d 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) J WALL AB T/EXIST SLAB EL `111' TYP CMU WALL 7 INFILL DETAIL 52.3 SCALE: NTS (2)44"0 EPDXY ANCHORS W/ 6" MIN EMBED. Y" STL PL AM WEB FINISH PER ARCH 2x BLOCKING BETWEEN 2x FRAMING (TI'P) 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 2xl0 w/i" O THRU BOLTS @ 12"OC STAGGERED. RIP 2x10 TO MATCH BEAM WIDTH. STEEL BEAM PER PLAN 4 SECTION 52.3 SCALE: NTS INFILL PER ARCH EXISTING ROOF TO REMAIN ROOF SHEATHING PER PLAN (TYP) '2x FRAMING PER PLAN (TYP) 2x BLOCKING AS REQ'D ATTACH CHANNEL TO STL CHANNEL NEW 4" CONC WALL PER PLAN W/ 14"O EPDXY ANCHORS W/ 6" MIN EMBED @ 24" OC % W> A NEW 4"THK CONC WALL w/#4 @ 12"OC EW CENTERED • C #4 DOWELS @ 16"OC w/6" N MIN EMBED (T&B) py EXISTING WALL I TO REMAIN r_s SECTION s2. 3 SCALE: NTS THESE PLANS AND ALL PROPOSED WORK ARE SUDJECT TO ANY CORRECTIONS REQUIRED NY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO L6x4x/6x4" LONG (LLH) COMPLY WITH ALL APPLICABLE CODES. W/ (1)-Y4"O THRU BOLT @ BRACE & (I)-X"O EPDXY ANCHOR INTO WALL g W/ 6" MIN EMBED • TIES 12 @ 12" OC 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 • C. N —(2)-#6 CONT TOP, MID & BOTT 13 TYP "CB-2" DETAIL S2.3 SCALE: NTS LOWE STRUCTURES, INC. iI Li �' 4337 Pablo Oaks Ct., Suite 101 �qq T Jacksonville, FL 32224 11 DETAIL ,, BRACE DETAIL PERPLANL (904) 992-0377 FL Cert of Auth: 28261 s2.3 SCALE: NTS s2.3 SCALENTS Lm. EOR: J. Matthew Lowe FL PE: 59027 -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. ��� ;_ei� o -+—j �:�w ctcri `'iZ i _eei reeee • 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 1 H 15,1 aM 9027 i STATE OF 0,0 NA 3-26-14 DRAWN BY TJM CHECKED BY JML DATE 3-26-14 JOB NO. 13-40 SHEET NO. �i 3 FASTENER SCHEDULE BEARING LOCATION MATERIAL UPLIFT FASTENER (1) ROOF TRUSS (2) CMU <500# HGAM10 (5) CMU <10004 2-HETA12 CMU <1800# 2-HETA16 CMU <2300# 1-DETA20 CMU >2300# COORD W/ STRUCTURAL ENGINEER WOOD <4004 2-H5 WOOD <900# I -H I 0 WOOD <1800# 2-H10 WOOD >1800# COORD W/ STRUCTURAL ENGINEER CONNECTIONS TRUSS/RAFTER OR STUD POST CMU WOOD 4-SDS %"xI/z" 4 4"x2I!" TITEN SCREWS - 10-10dxIY" EMBED - 10-10dx 1 Z" EMBED - 18-10dxll" EMBED - 4-8d - 4-8d 8-8d - 8-8d 16-8d - 16-8d 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 /z_'0 %110 EMBEDDED ANCHOR 7" 12" EPDXIED THREADED ROD 6" 7�" 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#. L4x4x/4x0'-6" ROOF SHEATHING EA SIDE OF PER PLAN TUBE (TYP) Qp I I (Jp II OO I i Qo /r > TYP STL TUBE 3/I6 PER PLAN (TYP) E STL BEAM PER PLAN 5 SECTION S2.4 SCALE: NTS EDGE OF SHEARWAI - OR DECKIN GYPSUM BOARD Ol PLYWOOD PAN El NAIL SPACING @ SUPPORTED EDGES, SEE NOTES OR SCHEDULE (3)-10d TOENAILS EA TRUSS ROOF TRUSS PER PLAN (TYP) CONT 2x. PER ARCH B/ TRUSS EL PER ARCH PROVIDE Z"O THRU I3OLT THRU BEAM & BRACKET. SEE 12/S2.3 FOR BRACKET DETAIL & ATTACHMENT TO STRUCTURE. b SECTION 52.4 SCALE: NTS 1 V C71 L11V tJ 111 11V 1 LV IL Ill 1L SUPPORT IS 12" OC MAX, UNO NOTES: I) 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 SIJEATHING NAILING REQUIREMENTS DETAIL 52.4 SCALE: NTS CMU REINF CMU REINF FILL CELLS FILL CELLS W/CONC W/CONC #5 CONT #5 CONT CAST-CRETE 8F16-1B CAST-CRETE 8F24-1B PRECAST LINTEL OR PRECAST LINTEL OR FOR APPROVED EQUAL FOR APPROVED EQUAL MAX OPENING =5'-4" MAX OPENING = 7-0" NOTES: 1) FOR OPNG LOCATIONS SEE ARCH DWGS. 2) PROVIDE 8" BEARING EACH SIDE OF OPENING. r2 DETAIL 52.4 SCALE: NTS ROOF SHEATHING STL TUBE PER PLAN (TYP) PER PLAN1, - Y" STL PL �..� W/ (2)-X"O THRU BOLTS @ EA TRUSS � 2x FRAMING PER PLAN STL BEAM PER PLAN PER PLAM X"O EPDXY ANCHORS L @ 24" OC, STAGGERED W/ 6" MIN EMBED CONC BEAM PER PLAN (2)-SIMPSON HGAM10 W/ (4)-Yx1Y4 TITEN SCREWS INTO CONC BEAM (4)-SDS Y4NIX" SCRWES INTO TRUSS. I I I I WALL FINISH PER ARCH (TYP) I CMU WALL BEYOND NEW PT 4x4 NEW PT 4x4 EA SIDE OF EXISTING BRACE EXISTING BEAM TO REMAIN EXISTING BRACE MEMBER & CONN 7t4" TO STRUCTURE TO REMAIN (TYP) NOTE: ALL BOLTS & ANCHORS SHALL BE STAINLESS STEEL ac PRESSURE TREATED WOOD. DETAIL S2.4 SCALE: NTS TYP WALL REINF PER GEN NOTES GROUT BEAM POCKET SOLID AFTER BEAM INSTALLATION PL X"x7xl'-0" W/ 244"0 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 STL BEAM PER PLAN 6"MIN SEE PLAN F- O �G C7 z c� Z z O 7- NOTE: CONSTRUCTION ABOVE BEAM IS NOT SHOWN FOR CLARITY. STEEL BEAM CONNECTION TO CMU WALL DETAIL SCALE: NTS EXISTING ROOF FRAMING TO REMAIN (TYP) X" 0 EPDXY ANCHORS o° W/ 3" WASHERS o NEW R'0 THRU BOLT NEW WO THRU BOLT (TYP) NEW STL ANGLE TO MATCH EXISTING A (L6x4x)f6 MIN) W/ X"O EPDXY ANCHOR INTO EXIST CMU WALL. NEW PT 4x4 M01 W'0 EPDXY ANCHORS (TYP) - ® PT 4x4 EA SIDE OF EXISTING `r BRACE ,i 5 %"O THRU BOLTS (TYP) EXISTING BRACE MEMBER SECTION A -A SHEARWALL SCHEDULE FASTENERS SHEAR- SHEATHING BLOCKING HOLD DOWN EACH END #END SILL PLATE WALL(1) FLOOR TYPE SIZE EDGE SPACING INTERMEDIATE REQUIRED POST STUDS ATTACHMENT @SLAB #8 6" SPACING 12" SWI GROUND 7/16" PLYWOOD YES SIMPSON S/HDU4 2 X" ANCHOR BOLT @ SCREWS (2) W/ (6)-914 SCREWS INTO 24" OC MAX OR (3) STUDS & (1) X"O ANCHOR ROD 0.1770 PAF @ 6" OC STAGGERED NOTES: ANEL EDGE 1) SEE PLANS FOR SHEARWALL LOCATIONS. 'LOCKING 2) SEE DETAIL 9/S2.4 FOR EXAMPLES OF PANEL ORIENTATION & NAILING PAT -FERNS. ROVIDED 3) SCREWS SHALL BE FLAT -HEAD SELF -DRILLING TAPPING SCREWS. TRUSSES WALL STUD WALL STUD WALL TRACK WALL TRACK VERTICAL STUD VERTICAL STUD (TYP) (TYP) HORIZONTAL STUD (TYP) HORIZONTAL TRACK SECTION HORIZONTAL (TYP) TRACK SECTION (TYP) HEADER DETAILS TYP LT GA HEADER DETAILS SCALE: NTS 2410 SCREWS @ EA STUD (TYP) 2410 SCREWS @ 8" OC (TYP) TYP HEADER SCHEDULE OPENING VERT. HEADER HORIZ. HEADER JAMB STUDS SIZE FRAMING FRAMING <T-6" (2)-800S200-33 (2)-600TI25-43 (3)-600SI37-33 (3)-600T125-54 < 6'-0" (2)-1000S162-54 (I)-600S 137-3') (4)-600S137-33 EXISTING WALL TO REMAIN 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 "12 SECTION 52.4 SCALE: NTS W STL PL W/ (2)44"0 THRU BOLTS (TYP) TYP 3/16 JL - 3„ STL BEAM PER PLAN 4 SECTION 52.4 SCALE: NTS ,H T/ PAVER EL PER ARCH CMU REINF PER GENERAL NOTES T/FTG EL Q PER PLAN �x U 3" CLR INFILL EXIST 8" WALL W/ NEW 4" CONC PER I I/S2.2 ROOF SHEATHING PER PLAN 2x FRAMING PER PLAN (TYP) '-- MC8x22.8 PER PLAN 4" CONC INFILL PER I I/S2.2 (TYP) TYP @ BOTT FLANGE & WEB THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 12" PROVIDE 44 @ 12" EA SIDE OF STEP 12" TYP WALL FTG REINF F-2" MIN NOTE: CONTRACTOR SHALL FIELD LOCATE REQUIRED FOOTING STEP LOCATIONS AS TO ACHIEVE A MINIMUM FOOTING BURIAL OF 16" BELOW EXTERIOR FINISHED GRADE. TYP FOOTING 1 STEP DE TAIL 52.4 SCALE: NTS LOWE STRUCTURES, INC. 4337 Pablo Oaks Ct., Suite 101 Jacksonville, FL 32224 (904) 992-0377 FL Cert of Auth: 28261 IWLM EOR: J. Matthew Lowe FL PE: 59027 OKI 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. Ll 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 Lie. Nos.: AA26000586 F% STATE OF iii1/ONA % 0`��'3-26-14 DRAWN BY TJ M CHECKED BY JN11, DATE 3-26-14 JOB NO. 13 -4 0 SHEET NO. S2*4