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Home My WebLink About38422 Valley Oaks CirI 'I I I I I I I if I ' I I i I II I I 1 I I I_ _ I' L I a rn a- meeting ho se al 0 Zep h y rh,ill Senior Ap rtmenta.. Owner. FINLAY INTERESTS 13, LTD. The Brandywine Center I. 580 Village Boulevard, Suite 360 1 west Palm Beach . Florida. 33409 P: 561.242.4814 1 F: 561.242.5304 Architect. FORUM ARCHITECTURE & INTERIOR DESIGN, INC. 745 Orienta Avenue. Suite 1121 1 Altamonte Springs . Florida . 32701 P: 407.830.1400 1 F: 407.830.4143 1 E: jchue@forumarchitecture.com Structural Engineer. MCLAREN ENGINEERING GROUP 5728 Major Boulevard, Suite 603 1 Orlando, Florida . 32819 P: 407.354.54111 F: 407.354.5411 1 E: roleck@mgmclaren.com *MMf fEV Pr.AN6) E 3f EN XOTEW10 SY ZEPHYRHILLS FIR I S CiE Date: iiswar. ,._.__..- ® ARCHITECTURAL SHEETS A19.70 Shuffleboard Court & Shade StructureTitle Sheet, Drawing Index & Issue History A19.71 Shuffleboard Court & Shade Structure General Notes & Code Compliance A2.01 Architectural Site Plan A19.72 Shuffleboard Court Floor Plan & Details A19.73 Shade Structure Plans, Elevations & Details ® STRUCTURAL SHEETS S19.74 Shuffleboard Court & Shade Structure Foundation Plan &Details S19.75 Shade Structure Framing Plan, Details & Schedules Please s„ -'-:.. .emitted is a Cursory Lc �;: I. , ,r,, �li<�ice with Bppilcat ,e five. :.,vit,w Is not Intended iD be a fin a, aat :4 the sub ittt;d p!-ins it �► O1 Irtor's sole r 'iJ;ilty to etlaure D-I :! the r _: rc in �� `� ,� Mete com,_ t, at! applic;3ble;�I N %�j ��'� rp �4dnance,:�. '36 4ZZ I%u �� ""` `'`� sile�tion revea � r; ronzorrlN' an Z-5 to 0 ohs sole re6 : ,< r�, at ther sdi- WNVM areas ir► c.} ylu. 1'^e City responsiftbr the contr2 iOr U t, rath aNruble NFPA LAN L�4f4 ISSUE HISTORY 11/1110 Bid & Permit Set Please cursory appticab; th to be a fna' ,. ! coCn. ra"'torS S. I'iled tl• l3n II;t , :.`r ,n Mee Dete COn- repunsaere d in Ic _ rr :r?ancr s A 1 _ble NJ pA codeS and Ir' ;t chat further exa Site is aior„evealc on or the a s s of non-cOm tor's sole responsibility, at SIeM be ri'�' r �; eas m e�MMM respa �mplWX& N c � b f1. :or the conWoes fainWith are:F .irCA C.p(f@$ b�inQM040" v FORUME ARCHITECTURE & INTERIOR DESIGN, INC. ' PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 odenta avenue, suite 1121 altamonte springs, fl 32701 phone:407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 11/10/10 Bid 8 Permit Set Q SHEET REVISIONS: EDITED BY: JT z PROJECT NO. 09-2587 z U co LU Shuffleboard Court & ry Shade Structure Title Sheet, Drawing ad LU Index & Issue History U w U C� Q� Al 9.70 0 IL — t I — — ' II I IL_r 1 a 2i __' +r I I I — — I 1 —11 1 1— ® WOOD STRUCTURAL PANEL (PLYWOOD) MFOUNDATION ® GENERAL CODES I U a Cr) N 0 a N 0 a� 0 3 a co L0 N E g 0 U 0 a rl- co LO N Un Cn 01 PLYWOOD USED FOR ROOF SHEATHING SHALL BE 5/8" APA RATED SHEATHING, EXP. 1, APA IDENTIFICATION 01 FOUNDATIONS HAVE BEEN DESIGNED TO AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF. SHOULD INDEX 32/16, OR BETTER. CONDITIONS VARY FROM THE ASSUMED, THE ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUATION OF WORK, 02 PLYWOOD SHALL BE NAILED TO JOISTS AS PER ROOF FASTENING ZONE PLAN. 02 ALL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL, OR CERTIFIED COMPACTED FILL. 03 USE PLYCLIPS OR OTHER EDGE SUPPORTS FOR ALL PLYWOOD SHEATHING. 03 CONCRETE FOR FOUNDATIONS: 04 PLACE FACE GRAIN IN DIRECTION OF SPAN (TRANSVERSE TO JOIST OR TRUSS SPAN). A 28 DAY COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE AS FOLLOWS: FOOTINGS 3000 PSI 05 LEAVE 1/16" SPACE AT ALL. PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PANEL EDGE JOINTS. SLAB ON GRADE 3000 PSI WALLS 3500 PSI B MAXIMUM CONCRETE SLUMP SHALL BE 4". C SLAB ON GRADE SHALL BE 5" THICK WITH WWF 6 x 6 -W1.4 x W1.4. SLAB SHALL BE FINISHED IN MICROLLAM@ OR PARALLAM® BEAMS ACCORDANCE WITH ACI STANDARD 302 FOR CLASS 2 FLOORS. IN LIEU OF WWF, SLAB ON GRADE MAY 01 MICROLLAM@ OR PARALLAMO BEAMS ARE INDICATED ON DRAWINGS AS:LVL OR PSL. CONSIST OF FIBER REINFORCED CONCRETE ACI 544.2R-89. D ALL CONCRETE SHALL BE MIXED, TRANSPORTED AND PLACED IN ACCORDANCE WITH ACI STANDARDS 02 MICROLLAMO BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: 318, 304 AND 301. E _ 1.9 X 10"6 PSI E ALL REINFORCING BARS SHALL BE OF BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. FB — 2,600 PSI F ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. FT = 1,555 PSI G ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED FOR WALLS AND FOOTINGS. FC = 750 PSI H REINFORCING STEEL SHALL BE PACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: FC, PARALLEL = 2,510 PSI SLAB ON GRADE 1-1/2" FV = 285 PSI WALLS 2" FOOTINGS 3" 03 BEAMS MUST BE LATERALLY SUPPORTED AT TOP. I GRADE BEAMS SHALL BE FORMED ON SIDES. 04 MINIMUM BEARING LENGTH SHALL BE MINIMUM OF 1-1/2" AT ENDS AND 3-1/2" AT INTERMEDIATE SUPPORTS. 04 ALL FILL SHALL BE PLACED IN 8 INCH LOOSE LIFTS (MAXIMUM) COMPACTED WITH VIBRATORY ROLLERS. FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY METHOD (ASTM D1557) AND MUST QUALIFY AS 05 MULTIPLE MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH MANUFACTURER'S SELECT, WITH LESS THAN 10% PASSING THROUGH THE NO.200 SIEVE. SOIL SHALL BE PLACED WITH MOISTURE SPECIFICATIONS. CONTENT AND ENERGY TO PROVIDE 98% OF MAXIMUM DRY DENSITY BELOW SLABS ON GRADE, AND SOIL SHALL BE COMPACTED TO 98 /012 AND 24 BELOW STRIP FOOTINGS AND COLUMN FOOTINGS, RESPECTIVELY. IN PLACE DENSITY TESTS SHALL BE TAKEN FOR EACH 2,000 S.F. IN EACH LIFT. FOR ACCEPTANCE OF SOIL, ® TRUSSES AVERAGE OF DENSITY TESTS MUST EXCEED THE SPECIFIED COMPACTION. NO TESTS SHALL BE PERMITTED 01 SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL OF ALL WOOD TRUSSES. TO FALL BELOW 90% COMPACTION. 02 SHOP DRAWINGS SHALL SHOW CHORD AND WEB SIZES, STRENGTHS, STIFFENERS (AS REQUIRED), BEARING 05 ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 2'-0" BELOW FINAL GRADE WHEN BEARING ON SOIL, DETAILS, BRIDGING, BRACING, ERECTION NOTES AND DESIGN CALCULATIONS. TRUSSES SHALL BE DESIGNED UNLESS NOTED OTHERWISE ON THE FOUNDATION DRAWINGS. TO MEET THE DESIGN LOADS SHOWN ON THE STRUCTURAL NOTES AND PLANS. MAXIMUM LIVE LOAD DEFLECTION SHALL BE LESS THAN 1/240 OF THE SPAN. MAXIMUM DEFLECTION UNDER FULL DESIGN LOAD 06 WHERE NECESSARY, FOOTING STEPS SHALL BE CONSTRUCTED AT MAXIMUM SLOPE OF 1 VERTICAL TO 2 SHALL BE LIMITED TO V180 OF THE SPAN. HORIZONTAL. 03 ALL SHOP DRAWINGS, ERECTION DRAWINGS AND CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A 07 WHERE ROCK OUTCROPPINGS ARE ENCOUNTERED IN A BUILDING FOUNDATION BEARING ON SOIL, SUCH PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THIS PROJECT. OUTCROPPING OR INTERFERENCE SHALL BE REMOVED TO A DEPTH 12 INCHES BELOW BOTTOM OF FOOTING AND REPLACED WITH CLEAN GRANULAR MATERIAL CONTAINING LESS THAN 5% SILT, COMPACTED TO 95% 04 LATERAL BRACING OF WEB MEMBERS SHALL INCLUDE A DIAGONAL BRACE (2" THICK NOMINAL) AT SPACING DENSITY PER MODIFIED PROCTOR METHOD. MAINTAIN A MINIMUM COVER OF 1'-6" TO BOTTOM OF CONCRETE. NOT TO EXCEED 20 FEET. ALL END BAYS SHALL BE DIAGONALLY BRACED. 08 WHERE SOLID UNFRACTURED ROCK IS ENCOUNTERED FOR A WALL LENGTH OF AT LEAST 25 FEET, WALLS MAY 05 BOTTOM CHORDS OF WOOD TRI'SSES SHALL BE CONTINUALLY BRACED AT A SPACING NOT TO EXCEED 10 BE POURED WITHOUT FOOTINGS BY TRENCHING 6 INCHES INTO THE ROCK AND PINNING THE WALL TO ROCK FEET, LOCATED AT OR NEAR A PANEL POINT. DIAGONAL BRIDGING SHALL BE INSTALLED AT END BAYS AND IN WITH #6 x 3-0" LONG DOWELS AT 2'-8" ON CENTER, GROUTED INTO ROCK, EXTENDING V-6" INTO ROCK. NO INTERMEDIATE BAYS AT 20 FEET SPACING. FROST PROVISIONS ARE REQUIRED FOR THIS DETAIL. PROVIDE CONTROL JOINT IN WALL AT ANY TRANSITION BETWEEN ROCK BEARING AND SOIL BEARING CONDITIONS. 06 THE TRUSS ERECTOR IS RESPONSIBLE FOR PROPER TRUSS HANDLING AND FOR TEMPORARY BRACING. ERECTION BRACING SHALL BE APPLIED AS EACH TRUSS IS PLACED IN POSITION. CARE MUST BE TAKEN TO 09 EXCAVATIONS SHALL BE DEWATERED TO A DEPTH OF AT LEAST 2 TO 3 FEET BELOW THE BOTTOM OF THE STABILIZE THE FIRST TRUSS AND DIAGONAL BRACING IS NECESSARY TO AVOID PROGRESSIVE COLLAPSE. EXCAVATIONS TO ALLOW INSTALLATION OF FOOTINGS IN DRY ATMOSPHERE. 10 DIFFERENTIAL BACKFILL AGAINST FOUNDATION WALLS SHALL NOT EXCEED FOUR FEET UNTIL TOP BRACING OR FRAMEWORK HAS BEEN IN PLACE FOR A MINIMUM OF THREE DAYS. CANTILEVERED RETAINING WALLS MAY BE BACK -FILLED WITHIN 14 DAYS OF CONCRETE PLACEMENT, BUT IN NO CASE SHALL DIFFERENTIAL OF BACKFILL, BETWEEN OPPOSITE SIDES OF THE WALL, EXCEED THE FINAL DESIGN DIFFERENTIAL. 11 ALL BOTTOM OF FOOTING ELEVATIONS ARE SUBJECT TO CHANGE UPON INSPECTION OF SOIL CONDITION. ELEVATION OF ADJACENT FOOTINGS SHALL VARY ON A SLOPE NOT STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL. 12 THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE BOTTOM OF FOOTING ELEVATION IS CHANGED AND OBTAIN REVISED DESIGN OF THE FOUNDATION AND RETAINING WALLS AS REQUIRED. 13 A MINIMUM 6-MIL POLYETHYLENE VAPOR BARRIER BETWEEN THE BOTTOM OF THE FLOOR SLAB AND THE TOP OF THE COMPACTED SUBGRADE SHALL BE INSTALLED. E LUMBER 01 ALL NEW LUMBER SHALL BE VISUALLY GRADED LUMBER, SOUTHERN YELLOW PINE NO.2 OR BETTER WITH MAXIMUM MOISTURE CONTENT OF 19% AND MINIMUM E=1,600,000 PSI IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION. 02 ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING. 03 ALL JOISTS BEARING ON MASONRY SHALL BE FIRECUT WITH MINIMUM BEARING LENGTH OF FOUR INCHES, 04 EXCEPT AS UPGRADED ON PLANS OR DETAILS, ALL LUMBER SHALL BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE IN TABLE 2304.9.1 OF CHAPTER 23 OF THE 2007 FBC. 05 JOISTS SHALL BE FASTENED TO STEEL GIRDERS BY EITHER OF TWO ACCEPTABLE METHODS AS FOLLOWS EXCEPT AS NOTED AT'TIMBER CONNECTIONS' BELOW: !) A CONTINUOUS 2 x 6 NAILER PLATE SHALL BE BOLTED TO THE TOP FLANGE OF STEEL WITH 1/2 DIA, STAINLESS STEEL BOLTS AT 4'-0" ON CENTER, ON ALTERNATE SIDES OF WEB. JOIST SHALL BE TOENAILED TO PLATE WITH 3 8d NAILS PER JOIST. JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX INCHES, AND BE SPIKED TOGETHER AND BLOCKED. II) A CONTINUOUS 2 x 4 NAILER PLATE SHALL BE BOLTED ABOVE THE BOTTOM FLANGE OF STEEL MEMBER WITH 1/2 INCH DIAM. BOLTS AT 4'-0" ON CENTER. JOISTS SHALL BE NOTCHED ON TOP TO PROVIDE CLEARANCE OF TOP FLANGE AND TO PROVIDE A SPACE OF AT LEAST 3/4" BETWEEN STEEL AND SUBFLOOR. MAXIMUM DEPTH OF NOTCH SHALL BE 1/4 THE DEPTH OF JOIST. 20 GAGE METAL TIE OR WOOD SCAB SHALL BE USED TO FASTEN OPPOSITE JOISTS TO ON ANOTHER. 01 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY FLORIDA BUILDING CODE - BUILDING 2007 W/ APPLICABLE SUPPLEMENTS ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO FLORIDA FIRE PREVENTION CODE 2007 EDITION PROCEEDING WITH THE WORK. 02 DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION ® ACCESSIBILITY OF BUILDING COMPONENTS. DOCUMENTS WORK IN CONJUNCTION WITH SPECIFICATIONS REGARDING EXACT REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND IN ADDITION TO CODES LISTED ABOVE, ACCESS TO AND THROUGH THIS AMENITY IS CLASSIFICATIONS. DESIGNED TO CONFORM TO THE FAIR HOUSING ACT OF 1988 AND AMENDMENTS AND FLORIDA ACCESSIBILITY CODE. 03 ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS. DO NOT BASE SCOPE OF WORK ONLY ON A REVIEW ® SUMMARY OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. BUILDING TYPE NO. OF BLDGS. A/C AREA NON A/C AREA TOTAL AREA SHADE STRUCTURE 2 587 SF 587 SF 04 DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS. ® CODE COMPLIANCE 05 THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO OCCUPANCY TYPE U UTILITY PROCEEDING WITH THE PROJECT. CONSTRUCTION TYPE V-B AREA & HEIGHT LIMITATION (FBC-B TABLE 503): REQUIRED/ALLOWED PROPOSED 06 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND MEAN HEIGHT 40' 12'-6" PROGRAMS, AND FOR COORDINATING ALL PORTIONS OF THE WORK. MAXIMUM NUMBER OF FLOORS 1 STORY 1 STORY MAXIMUM AREA 5,500 SF 587 SF 07 ADDRESSES: APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR THE BUILDINGS SO THAT THE NUMBERS OR ADDRESS IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY. THE NUMBERS FIRE PROTECTION (FBC-B TABLES 601 & 6021 SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE DETERMINED BY THE OWNER. INTERIOR BEARING WALLS 0 HR 0 HR 08 DIMENSIONS SHOWN ARE TO FACE OF CONCRETE MASONRY UNITS, FACE OF STUD, MASONRY OPENING, OR INTERIOR NON -BEARING WALLS 0 HR 0 HR ROUGH OPENING AT STUD WALLS. COLUMNS 0 HR 0 HR BEAMS, GIRDERS & TRUSSES 0 HR 0 HR 09 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL SHEETS AND DATA FLOOR/CEILING ASSEMBLY 0 HR 0 HR TO THE BUILDING DEPARTMENT IN THE FORM THE BUILDING DEPARTMENT REQUIRES FOR ANY PRODUCT ROOF/CEILING ASSEMBLY 0 HR 0 HR SELECTION THAT IS CHANGED BY THE OWNER AND/OR THE CONTRACTOR FROM THE PRODUCT ORIGINALLY EXTERIOR BEARING WALLS 0 HR 0 HR SPECIFIED AND SUBMITTED BY THE ARCHITECT. THE CONTRACTOR MUST FIRST SUBMIT THE NEW PRODUCT EXTERIOR NON -BEARING WALLS 0 HR 0 HR DATA TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING THE REQUIRED PRODUCT APPROVAL SHEETS AND DATA TO THE BUILDING DEPARTMENT. 0 GENERAL - SITE WORK 01 SOIL BEARING VALUES. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. 02 THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED TO: SITE UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY. 03 REFER TO CIVIL ENGINEERS SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, FLOOR ELEVATIONS, UTILITIES, DRAINAGE, ETC. 04 REFER TO LANDSCAPE ARCHITECT AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, ETC. 05 CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL NOT BE LESS THAN 6 INCHES, (U.N.O.) 06 NOTICE OF TERMITE PROTECTION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. E GENERAL - STRUCTURAL 01 THESE STRUCTURAL PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE APPLICABLE STRUCTURAL CHAPTERS OF THE 2007 FLORIDA BUILDING CODE (FBC). ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS CODE AND ALL LOCAL REQUIREMENTS. 02 DESIGN LOADS: A. SEE DESIGN CRITERIA ON STRUCTURAL DRAWING. B. FLOOR LIVE LOADS HAVE BEEN REDUCED IN ACCORDANCE WITH CODE FOR GIRDERS AND COLUMNS. C. WIND LOAD: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. D. COMPONENTS AND CLADDING: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. 03 ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. CONFLICTS IN DIMENSION AND INTERFERENCE SHALL BE DIRECTED TO THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION OF WORK. 04 THE CONTRACTOR SHALL CHECK THE BUILDING LOCATIONS WITH REGARD TO PROPERTY LINE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO EXCAVATION AND SHOP DRAWING PREPARATION, NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES. 05 IN CASE OF CONTRADICTION BETWEEN THE DRAWINGS, THE SPECIFICATIONS AND THE CODES, OR IF ANY CHANGE IS REQUIRED, THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY. NO CHANGE SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 1 fax: 407.830.4143 i AA0002731 i www.forumarchitecture.com i Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL \. N O Wcc Q 1 d 11/10/10 Bid & Set 1 _I T DISTRIBUTIONS: SHEET REVISIONS: JT i PROJECT NO. 09-2587 z Shuffleboard Court & W Shade Structure General Notes & Code Compliance ° W F_ 0 A19.71 I 0 LL I i 1 I I j r p1111+I 1Ir! 11 V -` I' •, F. 1 1 l' I 1 11 1 m I!119L_ I r 1'N1lIF"I"011 A I vp I I I! 1111111' I I I I 111 1 11 I r1!mi I .,_Ne 1 T 111 111111411110 — - - - ❑l ��l Vicinity Ma PRETTY POND RD PROJECT LOCATION LPHA AVE NORTH 0 N.T.S. 03/18/10 ® Maximum Area of Exterior Wall Openings 11111111111 SHEET NOTES Per Table 704.8 & Section 704.8.1 FBC 2007) A REFER TO SHEET A1.03 FOR GENERAL NOTES Building Side or Portion Distance To % Opening % Opening Building Type of Building Property Line Allowed Provided 1 1 Rear Elev. 19'-9,, 75% 36% 4 III Right Elev. 10' 10% 6% 4 III Rear Elev. 21' 45% 30% 3 II Right Elev. 10'-611 15% 6.5% 3 11 Rear Elev. 21'-011 45% 34% 2 III Right Elev. 8'-10" 10% 6% 2 111 Rear Elev. 21' 45% 28% 1 I Right Elev. 6'-1011 25% 19% F—r- --------------------------------------------------------------------- ------®-w----=----------------o_ww� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —.-- — — — — — — — — — — — — — — — — — — — — — — — — --- 1 1 Ii TRASH COMPACTOR I ENCLOSURE 211- 1 j 3 I I NIC — ; II 42 I PA I ION POOLrim 4 TRELLIS PUI III 39 1 ! VAC PACK 1 ' OOL BY OTHERS) I I HERS) 1 H FL BAR loci 1 I 1 1 HARE ST UC 1/10/10 Led 2 � 1 I lociPci�' III 39 / 6'-10 3/ 6 1 r�R 2 ! i.OMMUNITY CENTER/ ' I LEASING / MAIL i UFAS UNITS ON 2NDI 3R S. ONLY AT _ THI ION UNTAIN — MONUMENT SIGN (BY OTHERS) WIRE ROAD R GARAGE TRASH COMPACTOR II ENCLOSURE NORTH 1 "=50'-0" B REFER TO CIVIL PLANS FOR ALL SIDEWALK LOCATIONS, HANDICAP PARKING AND ACCESSIBILITY DETAILS, AND BUILDING LOCATIONS C COORDINATE ENTRY GATE SYSTEM LOCATIONS AND REQUIREMENTS WITH SYSTEM MANUFACTURER D CONTRACTOR TO VERIFY CONDENSER PAD LOCATIONS WITH SITE CONDITIONS E FLORIDA YARDS & NEIGHBORHOOD CERTIFICATION IS REQUIRED ON ALL LANDSCAPING. N LEGEND BUILDING NUMBER NCO.OF UNITS X X X BUILDING TYPE LOCATION OF UFAS UNITS :❖:❖: N OF VISUAL / HEARINI IMPAIRED UNITS SITE PLAN HAS BEEN REVISED TO COORDINATE WITH CIVIL DRAWINGS. Q 1 aFORUME a L 0 6 0- ARCHITECTURE & INTERIOR DESIGN. INC- UP PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 `m altamonte spnngs, n sziui phone: 407.830.1400 ad fax: 407.830.4143 AA0002731 m www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL �J g04 N W W SET DISTRIBUTIONS: 11125/09 Progress Set 12109/09 60% Progress Set 12/17/09 Bid Set 03102/10 Permit Set A SHEET REVISIONS: 01/25110 1 Misc. Coordination 9: PROJECT NO. 09-2587 Architectural Site Plan A2.01 Architectural Site Plan SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A19.71 FOR GENERAL NOTES FORUME C �..L o LL O p 00 1/2" CLEARANCE 1/2" CLEARAN 00 02 a i r 3'-0" T-O" 3'4" 1'-6" 10'-6" Shuffleboard Court Marking Detail 1 /2"=1'-0" 3 A19.72 E � I ti O coI CO > o O � co co I oc 6'-6" i'-6" 3'-0" T-0" T-0" T-0" 12'-0" 13'-6" 6'-6" >> r 52'-0" u 0 a� a N u7 d' .r C) 0 N C: O d 0 a Shuffleboard Court Layout M1 c cc 1 /4"=1'-0" 70'-0" 1, 5'-0" 11'-6" 1. 37'-0" 1, 11'-6" 1, 5'-0" 1, 2 A19.72 I< .00 0 I I 0 B ALL PLAYING COURT DIMENSIONS ARE TO THE CENTERS OF LINES AND TO EDGE OF COURT C MAXIMUM LINE WIDTH IS 1 1/2" AND MINIMUM IS 3/4" D CONCRETE COURT TO BE CONSTRUCTED WITHOUT EXPANSION JOINTS KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 VINYL COATED STEEL PARK BENCH, MIRACLE #1266, ANCHORED TO SLAB 02 SEPARATION TRIANGLE, LINES 1/4" WIDE ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL Y N m m O c DISTRIBUTIONS: 11/10/10 Bid & Q SHEET REVISIONS: EDITED BY: JT 0 z PROJECT NO. 09-2587 z 0 W Shuffleboard Court ° Floor Plan & Details W z a W X U z Q U tY a Shuffleboard Court Floor Plan 1 /8"=1'-0" r_ 2 U Al 9.72 0 LL =1111111 Shade Structure Elevation Column Detail 3/4°,=1 °-0°° Typ. @ Ail Columns 1 /4"=1 °-0" 3 1x6 1x4 Column Detail 4 611=1 1 -011 @ Siding To Trim BUILDING TYPE: SS ATTIC SPACE: ASSEMBLIES REQUIRED NFA VENTILATION Attic area (Including Soffit): 760 SF NFA reqd (Attic Area / 150): 5.07 SF Total reqd ventilation area in SI (Net Free Area X 144): 730 SI Upper portion reqd (Total Reqd Vent Area X 50%): 365 Si Lower portion reqd (Total Reqd Vent Area - Upper Portion): 365 SI PROVIDED NFA VENTILATION - UPPER ( 2 ) 6 Ft. Tamco Off -Ridge Vents X 210 Sllvent = 420 SI PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit Total soffit material to be used: 125 LF NFA of soffit material per LF: 5 I LF Total provided: 625 SI Shade Structure Elevation 6:12 TYP V-4" TYP Shade Structure Roof Plan r— --— — — — — —I L--- RIDGE I< �r TYPE/RATING DESCRIPTION �— TYP_ — YV-1 3 I I NON RATED i FIBER CEMENT PANEL / TRIM BOARD OVER BUILDING WRAP 7/16" EXTERIOR GRADE WALL SHEATHING (15/32" P.T. PLYWD SHEATHING FIRST 4' I i 1 I I I I 2x WOOD STUDS AT 16" OC -- RC-1 —t TYP I NON DATED i 30 YEAR ARCHITECTURAL FIBERGLASS I ASPHALT SHINGLES ON 30# FELT I5/8" CDX EXTERIOR GRADE SHEATHING I ROOF TRUSSES @ 24" OC I� I I (1) LAYER 5i8" EXTERIOR GRADE GYPSUM SHEATHING 611 No= 51'-01, L. 1 V-6" 1 0 11'-6" 1' 0" 11'-61, 0" , 1 1 —------------------------------------------ `- �� -------------- I w ------------ -- ------ --- --- ---- -------------- I I I I I I I I I I I I I I I I I I I I I I I I I I !! I I I I I I I I I I kill -oil I I CDzo I I I I CEILING HG I, TYP I I I I I I I I I I I ! I I I I I I I I I I I I I I ! I I I I I I l i I I 81-01° I I B.Q. SOFFIT, TYP ! I ------------- ------------------ — — — — — — — — — — — — — — 9 - — Shade Structure Floor Plan 1 /4"=1'-0°' 1 /4"=1'-0" 0 4 19.7 3 19.7 0 1 /4"=1 °-0'° ® SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET Al9.71 FOR GENERAL NOTES B ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE C ROOF SLOPE 6:12, UNO D ALL FLASHING TO BE 26 GA. GALV. METAL, U.N.O. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 ROOF SYSTEM PER SPECS. 02 TYPICAL FASCIA TRIM: 2X8 ALUM. CLAD CONT. FASCIA BOARD W/ ALUM. DRIP EDGE ABOVE @ ROOF PERIMETER. 03 CONTINUOUS PERFORATED FIBER CEMENT SOFFIT AT EAVE OVERHANG WITH INSECT SCREEN 04 FIBER CEMENT TRIM BOARD. PROVIDE FLASHING AS NECESSARY 05 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO MEET CODE 06 BUILDING WRAP 07 2X P.T. BLOCKING 08 ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED 09 22"06" ATTIC ACCESS PANEL 10 METAL FLASHING 11 SELF ADHERING MEMBRANE 12 FIBER CEMENT STARTER STRIP 13 ONE-PIECE CORNER TRIM: 1AA 14 FIBER CEMENT PANEL 15 FIBER CEMENT HORIZONTAL LAP SIDING: 6" EXPOSURE 16 CONT. SEALANT 3 FORUME a r 0 N ARCHITECTURE & INTERIOR DESIGN, INC. c PLANNING I ARCHITECTURE I INTERIOR DESIGN N 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone:407.830.1400 fax: 407.830.4143 AA0002731 u www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 11110/10 Bid & Permit Set 9 Y CIt N m N CD p N O LU (If Q Q DISTRIBUTIONS: SHEET REVISIONS: EDITED BY: JT PROJECT NO. 09-2587 z rnLU I Shade Structure t Plans, Elevations W z & Details 06 1 :. W U W F i U � I f I A19.73 0 L Q i I 1 '_PT 1 '1 IFFIF1111191111111 1IP11'IA1'11AII'm 1191IR-1' 11 "„IT"I_II'Iv" Imo_ II II I LIP I_ II I—J�_'r _ 1 I Rl�s'�' �■IA� R r r I - — - -- I' L ^I� "R J z Q U a D!@SlabF-2ootini F-2 Edge 00 Ld \ i Nz PER SCHEDLCE Detail " Cn SEE PLAN " �� LLI I � 03 � > J � p w W a LJ D1Footin @ Column I PER SCHEDULE 3/4"=1'-0" No 3/4"=1'-0" FOUNDATION PLAN DIMENSIONED TO EDGE OF CONC. SLAB, TYP FLOOR PLAN DIMENSIONED TO FACE OF COLUMN STUD, TYP Slab Edge Detail 1 1 /2"=1'-0" ® FOOTING SCHEDULE MARK SIZE ��- REINFORCEMENTS COMMENTS - BOTTOM — ----- � TOP W D" SHORT BAR 1 LONG BAR t SHORT BAR LONG BAR F-1 38 36" 36" #3 TIES 12 OC 3 #5 EACH WAY MIN. @ F-2 iCONT.1; 12" 1 20" I --- 1 #5 --- --- 4'-11 112" 70'-0" / I � -" 4 \ \ 1 I r -I 05 1 ❑ 1 SLOPE _ �❑ L—J / r — I SLOPE 1 ❑ 1 �L—J 1 ❑ 1 SLOPE _ - 05 SLOPE I ❑ I L—J r2 L—J ` 0'-0„ -4" 1 ❑ 1 SLOPE' 05 L—J ❑ SLOPE 1 ❑ 1 -- L—J I Shuffleboard Court & S yi n , 4'-11 1/2' vv1 `111L-v 1 1 v v 1 vi vn 'r 11 JLAb WATER, REFER TO CIVIL FOR CONTINUATION hade Structure Foundation Plan 1 /8"=1'-0" SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A19.71 FOR GENERAL FOUNDATION NOTES KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 CONCRETE SLAB: 4" THICK MIN W/ 6X6 W1.4 X W1.4 WWF ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER TERMITE TREATED, WELL COMPACTED SOIL. BROOM FINISH ALL 02 FOUNDATION REINFORCEMENT PER SCHEDULE 03 2X P.T. BOT. PLATE. W/ 1/2" x 10" ANCHOR BOLT @ 24" OC OR AS SHOWN IN DETAIL 5/S19.75 04 LEVEL CONCRETE COURT SURFACE SURFACE WITH BURNISHED FINISH, SEPARATE POUR FROM SURROUNDING CONCRETE SUFRACES 05 8" SQUARE DRAIN LEGEND - EDGE OF FOOTING BELOW EDGE OF SLAB n � .•�t. � argil ENGINEERING III=1110%0 ► GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mumclaren.com F. OLS6` :A . ff'; S81OTAP 3 aFORUME a 0 H ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 $ 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 06 fax: 407.830.4143 m AA0002731 G www.forumarchitecture.com m Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 11I10110 — -Bid 8 Permit Set _ --- — Q SHEET REVISIONS: 1 I I I I EDITED BY: JT z PROJECT NO. 09-2587 z 0 w Shuffleboard Court 0 & Shade Structure LU Foundation Plan & as Details D w f- z U S19,74 0 IL --L----i i i - - L 0 co I I r U 2 a 7t N co 0 0 N 0 0 I i -,11'-01, SS BRIG. Framing Detail @ All Beam to Column Locations BEAM ABOVE 3/4"=1'-0" BEAM ABOVE Column Section Plan 1 1 /2"=1'-0" 12 Column Section ---L6 1 x4 02 16 1x8 111 =11-011 L I I Soffit Section -RUSS BRIG. 1'-011 -- 3.0. SOFFIT 1 1 /211=1'-011 I I I I 1 I ; I I I ® BEAM / HEADER ANCHORAGE = ROOF DESIGN FACTORS SHEET NOTES HEADER SIZE_ HEADER _TO_SUPPORT STUDS ROOF SLOPE = 70<RS<27" MAY NOT BE REFERENCED ON THIS SHEET UP TO 4'-0" (2) SIMPSON MSTA15 ((1) ON EACH SIDE) L = 51 FT A REFER TO SHEET A19.71 FOR GENERAL FRAMING 4'-1" TO 8'-0" (2) SIMPSON MSTI26 ((1) ON EACH SIDE) B = 11.5 FT NOTES > 8'-111 (2) SIMPSON MSTI27 ((1) ON EACH SIDE) EAVE = 11.0 FT MEDIAN ROOF HGT = 12.25 FT B REFER TO SHEET A19.73 FOR ASSEMBLIES ® BEAM / HEADER LEGEND END ZONE STRIP = 3.0 FT TAG SIZE DESCRIPTION KEY NOTES B-1 (2)1 3/4"x11 7/$" DE ROOF ZONE WIND PRESSURE MAY NOT BE REFERENCED ON THIS SHEET ZONE ARE�QFJT COEFFICIENT DESIGN PRESSURES (+/-) 01 CONCRETE SLAB: 4" THICK MIN. W/ 6X6 W1.4 X W1.4 ® ROOF TRUSS LOADING WWF ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER 10 1.0 24.6 -39.1 TERMITE TREATED, WELL COMPACTED SOIL. BROOM T CLL = 20 20 1.0 22.4 -38.0 FINISH ALL TCDL = 25 ZONE 1 50 1.0 19.5 -36.6 BCLL = - - - 100 1.0 17.4 -35.5 BCDL = 10 02 CONT. SEALANT 10 1.0 24.6 -68.1 TOTAL = 55 20 1.0 22.4 -62.6 03 2X P.T. BOT. PLATE. W/ 1/2" x 10" ANCHOR BOLT @ 24" USI = - - - ZONE 2 50 1.0 19.5 -55.3 OC OR AS SHOWN SPACING = 24" OC 100 1.0 17.4 -49.9 10 1.0 24,6 -100.6 04 (2) STUDS UNDER EACH END OF BEAMS 20 1.0 22.4 -94.1 ZONE 3 50 1.0 19.5 -85.4 05 PREFAB WD. ROOF TRUSSES @ MAX. 24" OC, 100 1.0 17.4 -78.8 SIMPSON H5 @ EA TRUSS BRG., (1) SIMPSON MTS12 OR (2) SIMPSON H5 @ GIRDERS, ROOF PITCH AS ® ROOF OVERHANG WIND PRESSURE NOTED ON PLAN ZONE AREA (SQ FTC COEFFICIENT DESIGN PRESSURES 1±/-) 06 (2) SIMPSON H5 EACH TRUSS (2) MTS12 @ GIRDER 10 1.0 -79.5 TRUSS TO DOUBLE TOP PLATE CONNECTION (UNLESS 20 1.0 -79.5 OTHERWISE NOTED) ZONE 2 50 1.0 -79.5 100 1.0 -79.5 07 (2) SIMPSON LTSA24S EACH END OF BEAM TO STUDS 10 1.0 -133.8 (@ TOP OF COLUMN SECTION) 20 1.0 -120.8 08 SIMPSON HTT16 W/ 1/2" A.B. W/ 7" MIN. EMBEDMENT ZONE 3 50 1.0 -103.5 100 1.0 -90.4 09 (2) X 1/2" ANCHOR BOLT.W/ 7" MIN. EMBEDMENT *IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE PRESSURES ASSOCIATED WITH SMALLER AREA 10 DOUBLE TOP PLATE, TYP. 4'-0" 4'-0" 4'-0° STRAPPING SCHEDULE 11 4x6 KNEE BRACE �- UP_LIFT_R_EQ CONNECTOR MODEL NO. MAX LOAD 12 CONT. PERFORATED FIBER CEMENT SOFFIT AT ALL 3 - - -,- 3 I 0-775 LBS (1) LTS12 775 LBS SAVE OVERHANGS W/ INSECT SCREEN Q 775-1000 LBS (1) MTS12 1000 LBS 1000-1455 LBS (1) MTS12 + (1) H5 1455 LBS 13 2x8 ALUM CLAD CONT. FASCIA BOARD W/ ALUM DRIP 1455-2000 LBS (2) MTS12 2000 LBS EDGE 2000-2455 LBS (2) MTS18 + (1) H5 2455 LBS % 3 SINGLE -PLY GIRDER (1) HTS20 1450 LBS 14 BEAM PER SCHEDULE 2 2 DOUBLE -PLY GIRDER (2) HTS20 2900 LBS 1 1 15 CONT. 2 X 4 BLOCKING (P.T. WHEN USED ON EXT.) 2 \\ 2 16 FIBER CEMENT TRIM BOARD 17 (2) 3/8" DIA. LAG SCREWS; 2" PENETRATION 2 2 18 SIMPSON HETA18 @ BOTTOM ? 0 19 ONE PIECE CORNER TRIM 1x4x4 - - - - - - - - - ' 20 FIBER CEMENT PANEL /- 21 FIBER CEMENT HORIZONTAL LAP SIDING 4'-0" 22 SIMPSON TIE PLATE: 3118"x9" EACH SIDE W/ (4) 8dxl PANEL EDGES PANEL FIELD 1/2" NAILS IN DIAGONAL STRUT (46) AND STUDS OR 10d NAILS @ 4" O.C. 10d NAILS @ 8" O.C. B EAM O 10d NAILS @ 4" O.C. 10d NAILS @ 6" O.C. 23 EXTERIOR SHEATHING PER ASSEMBLY O 10d NAILS @ 4" O.C. 10d NAILS @ 6" O.C. LEGEND NOTE: USE 10D RING SHANK NAILS IN ZONE 3 IF MEAN ROOF HGT. IS GREATER THAN 25' - HEADER OR BEAM Roof Fastening Zone Plan WALLS BELOW 1 /16"=l'-O" Typical DESIGN CRITERIA PER CODE (MINIMUM) BASIC WIND VELOCITY = 110 MPH IMPORTANCE FACTOR = 1.0 EXPOSURE CATEGORY = C INTERNAL PRESSURE COEFFICIENT = 0.0 DESIGN CRITERIA FOR PROJECT _ BASIC WIND VELOCITY = 140 MPH IMPORTANCE FACTOR = 1 0 4 EXPOSURE CATEGORY = C INTERNAL PRESSURE COEFFICIENT = 0.0 I I I I I I II -� I I I 11 6 iji 11 -` I I I r I I I I II 11 ` i I m I I I I Ii.. if m I I I I N (L I I I 1 I I I I I I I 1 I IB-1 I I I I Pavilion Roof Framing Plan I i i I I I i I I 1 I I I I I I I I I I I i I I I I I 1 /411=11-0" n 3 19. I -PATAVA '11 Le=111=111�w E1=1 =_ ^.I�s Mckren NEERING '11=111 GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com .t%%11111E�� v FO UME ARCHITECTURE & `:. INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 I fax: 407.830.4143 AA0002731 I www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments o City of Zephyrhills, FL N C 0 N m 0 U 7 0 0. B C Q SET DISTRIBUTIONS: 11 /10/10 Bid & Permit Set Q SHEET REVISIONS_ EDITED BY: JT z PROJECT NO. 09-2587 Z 0 Shade Structure ir Framing Plan, Details & Schedules 06 w X D U w I U S19.75 0