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HomeMy WebLinkAbout1301 Silver Lake Dr (2)FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 8 e SIMPLIFIED ANNUAL ENERGY METHOD FORM BOOA•89 ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS Non•Resldential Buildings ALL CLIMATE ZONES PROJECT NAME: Mo tL-1rC- ?ONE: S ADDRESS: 1 3� 1 ��.� c U�� r CS e QA BUILDING CLASSIFICATIONS: �S CITY ZIP CODE: BUILDING PERMIT NO.: /oqD BUILDER: PERMITTING OFFICE: U J-) 4br6t, OWNER: JURISDICTION NO.: 6 9/,j U o BUILDING INFORMATION WALLS TYPE U AREA ROOF/CEI LING FLOORS TYPE U AREA TYPE U AREA DOORS TYPE U AREA G LASS TYPE U AREA Concrete (CBS) Wood frame Metal frame Insulation R -value , z/' gbG 0 Under attic Single Assembly Other_c Insulation R -value Slab -on -grade Raised Wood ; O Raised concrete Insulation R -value wood Metal Insulated Other EFFICIENCY TONS Single, wall Double. wall Single. tool Double. tool TYPE JoinislCracks Unitary 6 Heat Pump U q _(,L1 Central Heat Pump Reheat Electric Supply air restricted to set cold Ihot deck temperature to meet load of worst case zone <65.000 Stu Ih SEER < d5,000 Btulh HSPF Resistance SECTION 8 COMPLIANCE Budget (Table 8-1): S Building MSTU/SF: Conditioned sq. 1t.: =7 O SECTION 4 COMPLIANCE Computer program used Section 5 Budget. Section 4 Total: Compliance with Section 8 was demonstrated by a Prescriptive Measures methodology or by Dual Calculation: 807.2 Supermarkets a809.2 Basic Features 807.3 Restaurants 809 3 Dual Calculation 807.4 Kitchens Budget mvv,t�.Y.; ar,vrur All plans and spacificalpn3 shall be ,kigoid and sealed by a Florida re9,3tere4 engineer or architect with the e,;{.pllons prmided IQ( In SeCtion -091.229• Fa and section 471.003. F$. I here0y certify tral Inc olans and ipecilic aborts Cover this calcalaliOn are In compliance with the Florida Energy' SIGNATURE DATE Review of Ina plans and specifications covered Oy tho calculation indicates compliance with the Florida Ener9Y Cade Before corrr�tt�ytract on s compl ted. this pai n9 will tm inspected Ion Compliance m accordance with pppon 5539088 FS kJ BUILDING OFFICIAL' 7�r/LL' 2 ��'YLj�/ DArE T PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) SYSTEMS INFORMATION COMPONENTS SECTION REQUIREMENTS AIR CONDITIONER HEATING SYSTEM 5024 H91 WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTUIH TYPE JoinislCracks Unitary 6 Heat Pump To be caulked, gasketed. weathetstripped, or otherwise sealed. Central Heat Pump Reheat Electric Supply air restricted to set cold Ihot deck temperature to meet load of worst case zone <65.000 Stu Ih SEER < d5,000 Btulh HSPF Resistance HVAC Efficiency ?65.000 Btu lh EER ? 65.000 Btu Ih COP Ded. Heat Pump El Water cooled EER 5036 Provide means for balanci22 HVAC air system 6 water distribution system. Gas HVAC Controls Evaporalively cooled EER Water cooled COP Natural ❑ PTAC EER Eyaporatively tooted COP LPG ❑ Chillers COP PTHP COP Oil Spas 6 heated pools must have covers. Non-commercial pools must have pump timer. Gas spa 6 pool heaters must have minimum thermal efficiency of 75% (78% after 111190). OtheEl r, Hot Water Rpes Water fixtures Lighting5051 � Gas/Oil (circle one) Insulation is required for recirculating systems P,ping heat loss is limit:d to 17.5 Btulhllinear loot of pipe, see Table 5.12. Water flow restricted to maximum of 3 qpm at 80 p q. toile!: maximdm 3.. y. Von !(rah. cublic lavatory fixture maximum flow of 5 gom or .5 gallon if has selltlos:rg ra re. Ballast efficacy factors are listed n Taole 5.14 HRU ❑ < 225.0001300,000 Btu I h z 225,0001300,000 Btuln AFUE Et Other' LIGHTING KW: SECTION 8 COMPLIANCE Budget (Table 8-1): S Building MSTU/SF: Conditioned sq. 1t.: =7 O SECTION 4 COMPLIANCE Computer program used Section 5 Budget. Section 4 Total: Compliance with Section 8 was demonstrated by a Prescriptive Measures methodology or by Dual Calculation: 807.2 Supermarkets a809.2 Basic Features 807.3 Restaurants 809 3 Dual Calculation 807.4 Kitchens Budget mvv,t�.Y.; ar,vrur All plans and spacificalpn3 shall be ,kigoid and sealed by a Florida re9,3tere4 engineer or architect with the e,;{.pllons prmided IQ( In SeCtion -091.229• Fa and section 471.003. F$. I here0y certify tral Inc olans and ipecilic aborts Cover this calcalaliOn are In compliance with the Florida Energy' SIGNATURE DATE Review of Ina plans and specifications covered Oy tho calculation indicates compliance with the Florida Ener9Y Cade Before corrr�tt�ytract on s compl ted. this pai n9 will tm inspected Ion Compliance m accordance with pppon 5539088 FS kJ BUILDING OFFICIAL' 7�r/LL' 2 ��'YLj�/ DArE T PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) COMPONENTS SECTION REQUIREMENTS CHECK Windows 5024 Maximum of 0.5 Oat per linear loot of operable sash crack. Doors 502.4 Maximum of 11.0 cfm per linear foot of operable sash crack. JoinislCracks 502.4 To be caulked, gasketed. weathetstripped, or otherwise sealed. ;/ Reheat 503 3 Supply air restricted to set cold Ihot deck temperature to meet load of worst case zone L/ Ventilation 503 4 Supplied with readily accessible switch for shut-off andlor volume reduction when ventilation is not required. / HVAC Efficiency 503 4 Minimum efficiencies — Heating Taoles 5.5. 5-5 Cooling. Tables 5.7, 5-8. 5-9 Transport Energy 5035 Minimum of 8 0 p/ Balancing 5036 Provide means for balanci22 HVAC air system 6 water distribution system. HVAC Controls 503.7 Separate readily accessible manual or automatic thermostat for each system. HVAC Duct Construction 503.9 Constructed in accordance with industry standards 3 local mechanical codes Ducts must be insulated to nummum R = e 1115 Or •F It IIBtu) / Piping Insulation 50310 In accordance with Table 5.10 Water Heaters 5042 Must bear ASHRAE label indicating compliance with ASHRAE Standard 90 or comply with efficiency and slaneby loss requirements Switch or clearly marked circuit oreaker (electric) or cut-off (gas) must be provided. Heal traps required Must meet minimum water heating equ: menl efficiencies in Table 5.11 after 111190 Swimminq Pools S Spas 504 2 Spas 6 heated pools must have covers. Non-commercial pools must have pump timer. Gas spa 6 pool heaters must have minimum thermal efficiency of 75% (78% after 111190). 141A Hot Water Rpes Water fixtures Lighting5051 504 4 504 5 Insulation is required for recirculating systems P,ping heat loss is limit:d to 17.5 Btulhllinear loot of pipe, see Table 5.12. Water flow restricted to maximum of 3 qpm at 80 p q. toile!: maximdm 3.. y. Von !(rah. cublic lavatory fixture maximum flow of 5 gom or .5 gallon if has selltlos:rg ra re. Ballast efficacy factors are listed n Taole 5.14 rJ SECTION 8 COMPLIANCE Budget (Table 8-1): S Building MSTU/SF: Conditioned sq. 1t.: =7 O SECTION 4 COMPLIANCE Computer program used Section 5 Budget. Section 4 Total: Compliance with Section 8 was demonstrated by a Prescriptive Measures methodology or by Dual Calculation: 807.2 Supermarkets a809.2 Basic Features 807.3 Restaurants 809 3 Dual Calculation 807.4 Kitchens Budget mvv,t�.Y.; ar,vrur All plans and spacificalpn3 shall be ,kigoid and sealed by a Florida re9,3tere4 engineer or architect with the e,;{.pllons prmided IQ( In SeCtion -091.229• Fa and section 471.003. F$. I here0y certify tral Inc olans and ipecilic aborts Cover this calcalaliOn are In compliance with the Florida Energy' SIGNATURE DATE Review of Ina plans and specifications covered Oy tho calculation indicates compliance with the Florida Ener9Y Cade Before corrr�tt�ytract on s compl ted. this pai n9 will tm inspected Ion Compliance m accordance with pppon 5539088 FS kJ BUILDING OFFICIAL' 7�r/LL' 2 ��'YLj�/ DArE T st M1 7 7 1� GENEF?AL NOTE., ALL WORK 'TO CONFORM P-) APPLICABLAF Pr -,:QV I SION S OF LO(.';A[.. BUILDIflu /s.':) OLWH\1 G(WHRACTOR WILL FUFM('-:4-1, ON f THC 13UiL.Dl'-b'*l DLPARTMEN't STANDARD' INDICA'I'li'lIG COM,JEU)IONS, MEMBEkS AWL) I-Arl:PAL BRACING QF THE PR'E-C-.Nl3!KEREC, METAL BUILDING. N0TE', EACH 1310DER SHALL +VlSiT Tf,-I'F- Stl-E AND H T,H E w n N01 TO THT 1,41A L L 1 ALL W,.,RK PERTAINING l.tt CONFORM TO iWPLIC:ABI LAE WICES, t-OCN, STATE All"I'D tl:A­rh"),,N�,'�� 1,\j I,, S -in. So vlr. walc.-( L.. Sprinkle; Li;i,--; ofc: find it i:h -v cluar of -III SYstuff,'Szl, 60fare EYCAVAT'00 i-. st ted, if problems o,xir.. Call EnV'r. car AshitoctF.. KO FIRE MARS13HALL SHIALL LOCATE FIRE EXTINGUIVSHER' I'W-T & IMATION, "m.- 4,iy :jrqu-jinj tl m selves with existing their Mbon of the wvk. iters ir) sh.111 bt; refrr:,dl If) trio Archiler,( U clari!ic•l- 10 dLql,(., AM -,IvA and as necessary to COMP!,?:d Uv, system as he,id,l I y the plans and specifications, •vhall � ia included in th bid, ..EXISUNG FLOO! EVATI l 00. cl -Z ELEVATION` 100,0 u 0c, 's t913 3,M P. S.I -) RE I F. 2.11 W Z �, 0 W Av - /N au K, Ft L L 1Z A 2-' 0"x )--1 0"A I REI w F F - t NCWRI T3P fBTTU//\ -Typ- 4CaL " C6 L FOUNDATION PLAN 1/4 1'- 0 x 0-T I I C5 L71 W (I. LP LU ;z rA CO > 1> 0D 7ZI X T5QQc -Z- SLRF� (?),ODD W. W. N CLF -91\1 Ga lA P, (9 %) F1 u 0 -STV STCEL COL. F -I' COLUMN FOOTING zE 1 1/21. i._0rr Fc, )fitig shall bi 3a�CVl F. ti I. owit,., f loor <Lth� rwic shrill b, ht. 4/A �-7- inwi, u ct)f)r. -ovollk shrill curnply with A,Gl harxjLK)o'k lalo;t ravisions. 19 SLOPL: CM7C 4-,l GNT-.8 Mc. 5LUCK FW- S13LI 1) \Y1 C NC. 4 FEi H -F. A/&', -D Xv, IE' C"N CONDITIM, IIHE F;A-"Il-' HE AN77 Y LE.`SEIR' Tl y I c m. z0' 0, zn. 0 GR.IWI: aE ISI A(,"Ef) '5" `,.J',` lJP 4'),c SLAB. B" Zhl5 128\VEL-5 IN 50UP CAMC-FILLEP CELL P— 0"-t IrPPi OX, -(YF-ICAL. P P. I 4 co IQ 4"o CBL. 4-, T71 I 101111 111 capcap r REVISIONS 171 4'4 Cal. CaL. CJ 4`� CaL. �o ROOF FRAM INGP L A N 1/411- /4 l'-0 \\J Q L L Tt IRUF FLQSRIW(, ROOF MATERIAL''UST 6 z PIARu 10 5 e- 4'. B":L 0, c. EACN 4"0 STP. LAIST4KI W8 )< 18 x 21(VEMy) RAFF.� Wo x 18 oz &2,f x A, i1 c 4- aw 8" C, - RUT x 2.1' Z- Ucp RRKE FLPSHj M C, K 2B /� ZT Eflc[l V. CA. ULY. /AE -T. KBU VPNLCS 5'x 20' /�r �-� Q�E1� 4"CP CDLU/Akl 27. cqu 0051PE GLUSU'RE5, C3 F. WALL -rg RgUF FLQSHlNr, A- I NaTc// A L E GRL.. PE� C R I PTI ON �,, cowc. $ FA rl) 3, a a a P. 5 9 1: G VJ2- 0 . a. - \10 I m F \V/6 I EX "j"O") v4 r W. W. C �4 CU14 0 C (3 it\ P. 5 Q/j Flt t ,� -IAIM�11-112 CORP. 1'�)01 S I L\d iL R L"KC OR. SL -C, 7 TOWNSRIP U 580TV1. / — _____ - > of -5.\V• V4. m- 5.L: 1/4. .41z� Fl I I F-7-1 1 Mll SUPC c,?,RuL-- 4--1 FDbwl;�RTIuN FaUNVRMN \\/ ALL v aaT I H r, AN Cnuji, w g t� c, tA o i7\ s 3 A . ......... TYPICAL SECTION A -t 11 11 > \,g 3/8 l,-0 \v/ 1 -0 IN c Boc FILL cl�u-,5 RT vkppRnx. 3-cl (5 C Gll Q - FooT I \V/ 9- - A h5 FEL -11 DRAWN v M. CHECKED C. E. a 0. M. P DATE 3--20- 89 SCALE AS SHOWN JOB NO. 22- 89 SHEET 0 D OF SHEETS Ll m ."Z 0 < O0 U) ,Z LL 0 Lli Lij n D w ca -w 2i CO (Y cf)U) 0 Mo Li- Ca Q M 0 � ' U-1 00 LL 0 J �0 Z 0 < < LL- U) DRAWN v M. CHECKED C. E. a 0. M. P DATE 3--20- 89 SCALE AS SHOWN JOB NO. 22- 89 SHEET 0 D OF SHEETS 0 Ei SANFORD FLORIDA 3277 11 SUITT CONSTRUCTION COMPANY 270 S. NORTHLAKE BLVD, SUITE 1004 PH. 834-2300 ALTAMONTE SPRINGS FLORIDA 32701 INDEX - C *1 SITE PLAN ARCHITECT DONALD R. HA . MPTON ARCHITECT, P.A. PH. 644-2606 1460 W. FAIRBANKS AV. WINTER PARK 'FL 32789 C-2 PAVING DRAINAGE, DETAILS A-1 FLOOR PLAN M-1 HVAC &PLUMBING CIVIL SITE SITE ENGINEERING CONSULTANTS 405 DOUGLAS AV. SUITE 2405 A-2 ELEVATIONS M-2 HVAC & PLUMBING DETAILS ALTAMONTE SPRINGS FL 32714 MONTJE S. PLANK P.E. PH. 682-3134 A-3 SECTIONS STRUCTURAL, SOUTHEIAST STRUCTURAL ENGINEERS, INC. 401 E. JACKSON SUITE 202 A-4 SECTIONS E-1 LIGHTING ORLANDO, FI.. 32801 STEVEN H. WALKER P.E. PH. 648-0477 A-5 ROOF PLAN E-2 POWER E-3 SYSTEMS MECHANICAL HARPER MECHANICAL CORP. 5401 BENCHMARK LANE SANFORD FL 32773 S-1 FOUNDATION DAVID B. MRENTZEL P.E. PH. 321-8'100 S-2 FOUNDATION DETAILS S-3 ROOF FRAMING ELECTRICAL ANECO ELECTRIC 7081 GRAND NATIONAL DR. SUITE 101 ORLANDO, FL 3281 S S-4 ROOF DETAILS PH. 352-7733 J. F. SHANNON P.E. 81 WP -1 WALL PANELS 0 WP -2 WALL PANELS E ------------- WP-3 WALL PANELS WppROVr WP- 4 WALL 'PANELS PLANNING & ZONING COMMISE co WP- 5 WALL PANELS DATvc_�41 BY t n. • r r� 'i 1 PROJECT NO n REVISIONS: co N N a n 0 J LL a ■ ® o "ji any z* KAY AF -460,.7A3 F� -rtur PANva_ 'Ra 4z-,;EEM4 L � TYI J N \ Qc , 7'l ' �-' I I q- 7RmEL1_ zb'_u,. Zd' 0" ZO'-D" zu-D' I j I i Ind o �con►[�( qua._ G.J. q! 4 8=v (LOW!) - -- -._..I uj cc IN • 1 p F+G�C1KV,oTIUN AIONCG2�I-t.1nnN Ltr`1>� C6) Ian _ ° yr `� I Fs � T/FTU, ' ����N� Tv �R�e-T A F�suw.�. nn+�.r_;t.a++IN� r.-_-•- -- -i D I / r ' l.r-� of 12� Pt -P . '.s. � 1. + 1►'- o , �' � --- � - --� ui F'' � �, �"� � -I r VV 8 FOOTiN G JCHEUU L E MA2k DETAIL n- 7 -L=_ zcr --- F I F 2 ------- 'I �2 41-o x4 -ca 41-Co�� x4-�„ 12" �►� ------ ----- 4*O3 EW e tbrc*4 4� ��-- �W L E'�tTo+rt------ ___ - 4 `5y �.3 - - x5 -o 12" 5`5 Evi C 6oTfoM F4- rl 5 2 Cv� o x Ca' -`i E vJ P�il"GM F m, Cr. �-(� � /SZ `�.o x g' -Cu" , �•, � u 5 _ �1J • �•, t; w � ate, W Y v_XJItQM qJi.`{ CoNT L• �o1TOM FS L r J l-� I I Q O i g" � � _._�� �/ - - - C• . �1. - DEN QT t �I Cc�AK�rR 1CTlr1 �4 I I I GENERAL NOTES L.I n'` rrzOL .IOINT ��- f -- t 1 . STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH C J - I I ¢I -' ARCHITECTURAL, MECHANICAL HVAC, PLUMBING AND ELECTRICAL U I l DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, REGLETS, BOLT SETTINGS, DUCT OPENINGS, ETC. ANY DISCREPANCIES OR CONFLICTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. "� - 8'�N►u 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS I N THE FIELD AND nEA1L]Te� 1(Z" fV1RSQNEY W1F11.1. ,]C�ItJT t � � � �t .� , _ ` � _...F'" 4 .-J Iu o. �? J NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PfZOU DeTUCtT. 6RQ LOU G 1N GI¢ Q11T ED C LL DIJ' EFCN ��< N I - -� ,r J,' �`) - I CONSTRUCTION. I -0 - i I .� -. - �--- ----- - --tom --�-- i Q! - 7 -- N S DO NOT INCLUDE SUPERIMPOSED LOADS SUCH AS HVAC �ID� OFJQItJT. 1, Z I�wgx31_ -+ -� I ! 3 DESIGN LOAD l._ _ � I � � � - - � i UNITS AND OTHER MECHANICAL EQUIPMENT. SHOP DRAWINGS OF i+� �1 1 b EQUIPMENT AND PROPOSED SUPPORT FRAMING SHALL BE SUBMITTED TO J" CtY1Ll CC�uCRJ`TE MP.�P1�Y VJAI.L T-'UMVUEU_ _ > V�ll7H `J C7C1GE CPDDEC TYC'E .�DI�1 i CEIUF t nI I G : �.C_ • 1 ��� 410 x' ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. 4. THE OWNER SHALL EMPLOY AN APPROVED ENGINEERING INSPECTION VrrLTICRLLY Lt�P JDIt�1T 'QEfuF. Com" (YlIR11M1JM . ' I I � i AND TESTING LABORATORY TO MAKE ALL TESTS FOR CONCRETE, 111. �N CONCRETE INSPECTION, SOIL COMPACTION, STEEL FRAMING INSPECTION, ETC. TO ASSURE COMPLIANCE WITH ALL REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. TEST REPORTS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AS THE PROJECT PROGRESSES. l LL ----'4 S. SUBMIT THREE PRINTS OF EACH SHEET OF STRUCTURAL SUBMITTALS I I ► , I ii I TO ARCHITECT FOR STRUCTURAL ENGINEERS REVIEW PRIOR TO I ! FABRICATION OR CONSTRUCTION. CONTRACTOR SHALL CHECK ALL f� r� SHOP DRAWINGS NOTING ANY DISCREPANCIES BEFORE SUBMISSION OF r __Ili PLANS TO ARCHITECT. THE MINIMUM STRUCTURAL SUBMITTALS (, I -tom -� - REQUIRED FOR THIS PROJECT INCLUDE: L J l_ I -1 I L I N I 1) SOIL COMPACTION TESTING 2) CONCRETE MIX DESIGN DATA 3) CONCRETE REINFORCING STEEL SHOP DRAWINGS 4) STRUCTURAL STEEL SHOP DRAWINGS CC�tJC . SUa� WITH CoX Co -� 5) BAR JOIST SHOP DRAWINGS W Z .,n x >N Z.5 V�1ELi>ET� VLIIEE fFit�l�t C 1 _ i I b) STEEL GIRDER SHOP DRAWINGS CSL] Co MIL U15QLJEF_k) ON -1T,'-ERT F_0 Corn PACTErJ sol L. -- - - . 7) SHEET METAL DECK INCLUDING ROOF DECKING I j -11 8) SHEET METAL CEE STUD SHOP DRAWINGS 6. THE CURRENT EDITION OF THE STANDARD BUILDING CODE, 1985 WITH 86 & 97 REVISIONS IS APPLICABLE TO THIS PROJECT. 7. CONSTRUCTION SHALL BE BRACED BY THE CONTRACTOR AS REQUIRED DURING CONSTRUCTION TO PROVIDE FOR LATERAL STABILITY OF THE BUILDING COMPONENTS UNTIL THE STRUCTURAL SYSTEM IS F7 \, COMPLETELY INSTALLED AND FUNCTIONAL. __.__ ----�, 8. CONCRETE & MASONRY WORK SHALL BE IN ACCORDANCE WITH ANSI r��l I I I I ,L.' 1 I D5- � , J .J - -' ! L `�. ! A10.9-1983 STANDARD FOR CONSTRUCTION AND DEMOLITION I �`, OPERATIONS -CONCRETE & MASONRY WORK -SAFETY REQUIREMENTS. Z ��� Q FOUNDATION NOTES 3 5 ;>7 x i, '� rl 9. FOUNDATIONS ARE DESIGNED BASED ON A MINIMUM SAFE BEARING PRESSURE OF 3000 PSB. FOUNDATION DESIGN IS BASED ON THE �i.-- - �- - -- - - - -- --- I v SOILS REPORT DATED JULY 1, 1988, BY JAMMAL & ASSOCIATES, INC. REPORT NO. 82-1005. THE REPORT REQUIRES OBSERVATION BY THE SOILS ENGINEER AT THE SITE TO VERIFY AND VALIDATE THE DESIGN CRITERIA. REFER TO SOILS REPORT FOR SPECIFIC 4J Q1 / J' \ J ^II RECOMMENDATIONS REGARDING EXCAVATION, BACKFILLING, ��<1''u� _ 1 Zz r---,' /l I - COMPACTION REQUIREMENTS, ETC. I L L_J r I Lj CONCRETE 10. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301-84 j 8 I !i a "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". 9 • �� I SLH2� DU _Lr¢ R O E t 0`0") I ; SUBMIT SHOP DRAW I NGS I N ACCORDANCE WITH A. C . I . 315-80 FOR _ (TOP aF FTG, - I -AC �. �•P u N _ iI I I "' I REVIEW PRIOR TO FABRICATION, FOR ALL REINFORCING STEEL - -_ - �,j REQUIRED FOR CONSTRUCTION. \� u111 11. CONCRETE 28 DAY STRENGTH FOR ALL CONCRETE WORK EXCEPT TILT- rj C -,;� �; WALL PANELS SHALL BE 3000 PSI MINIMUM WITH 3/4" MAXIMUM rjt �1 ` i r QIII AGGREGATE. SUBMIT MIX DESIGN FOR REVIEW PRIOR TO CONCRETE W _�I ri , POUR. 77f r� r 12. CONCRETE SLAB ON GRADE CONSTRUCTION SHALL BE IN ACCORDANCE L t� �J _ i __�`� I WITH A.C.I. 302. 1 R-80, CLASS 2. REFER TO ARCHITECTURAL IT CRITERIA FOR SPECIAL FINISHES REQUIREMENTS. L; rl 13. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 -84A, A - - -- EGclti� aF F'xi=yT'N�t J !'-._•..---- GRADE 60. REINFORCING BAR SUPPORTS SHALL BE IN ACCORDANCE o S oAt0 orJ S2 -7 , I I `` -- WITH CRS I "BAR SUPPORT SPECIFICATIONS OF THE MANUAL OF r -4� a STANDARD PRACTICE 23RD EDITION. .'' ______.� -__ __-__ __ _ ___ ..-_______._.____ -__- �--_---._-_-_-_- . •._ ---_..___._...____ 14. WELDED WIRE FABRIC SHALL BE 1N ACCORDANCE WITH ASTM A185-79. - -, CONCRETE MASONRY � �N � I �•� 15 CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH A.C.I. -0 e 531.1-76, (REVISED 1983) , SPECIFICATION FOR CONCRETE MASONRY 4> r .�`p `ti r �?�'V ( ___ y ` CONSTRUCTION. CONCRETE MASONRY SHALL HAVE F ' M = 1350 PSI I � L� {, `r� ( --.-1 - - - *`•T- - - -- - =- - - t S2 --- -� Z-- -< MINIMUM. MASONRY DESIGN STRESSES ARE FOR UNINSPECTED j L _i L f J L Il _- `�� I �/ MASONRY CONSTRUCTION. D�Al0T7�5 M5 1►.1 G LUTED Vt)ID WIiIH,R.C.'I.30` HOCK 4 c' A I �i 16. CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH ASTM 10'• TNICK. CL)*1Cv_ETE 5IFiB VJ1Tt1 11aT0 Fc�cUT1�.IG . C90-75 GRADE N TYPE I AND SHALL HAVE A COMPRESSIVE 4� *as. Iz' o.r-. E•V�i. CENTE_V_Op m 4 � � , , STRENGTH OF 2000 PSI ON THE NET CROSS-SECTIONAL AREA. 1 5LR - - T - 1 - ! c - li- - �� �_ CONCRETE MASONRY UNITS SHALL BE TESTED IN ACCORDANCE WITH CT�SI L EL' a ��7� I L3 ASTM C140. SUBMIT MASONRY UNITS TEST REPORT TO ARCHITECT --- - PRIOR TO USE IN THE CONSTRUCT I DN . ----- -- �` F.y •�_._W1,J• �-•T _ r ��4� ' __�� 07 17. GROUT SHALL BE IN CONFORMANCE WITH ASTM C476-80, COARSE C 2 I INIMUM. SUBMIT MIX ' TYPE GROUT SHALL HAVE F' 500 PS M C N. I .._-.._ .- _- _q .- C J - - -� 1 FS �' • . DESIGN TO ARCHITECT PRIOR TO USE IN THE CONSTRU T I O 18. MORTAR SHALL BE IN ACCORDANCE WITH ASTM C270-84, TYPE S. 19. PROVIDE CLEANOUTS FOR ALL GROUTED CONSTRUCTION AND LIMIT qcT �� w?' w \ �,O��� \+ wF•Y __ J ( i� r I MORTAR PROTRUSIONS TO 1/2" MAXIMUM IN GROUTED CELLS. \___. _ .._ ►ar v MASONRY 20. PROVIDE PRECAST LINTELS OVER ALL OPENINGS IN � - _ ___,. O BE DESIGNED FOR 300 FLF __ r _I _ �� --\ r R` ALLOWABLE ILOAD. PRSUBMIT LSHOP LDRAWING SIGNED AND SEALED BY A _ - �`- I „ n J v) !• ' REGISTERED ENGINEER TO ARCHITECT FOR APPROVAL. ALL LINTELS -r wTG, EL - 4 I 7"TILT-PpNE� SHALL HAVE 8" MINIMUM BEARING. I(FOR CONTINUATION OF GENERAL NOTES, SEE SHEET S-3). �I MIRTH cm) P) R �T) r��FOUNDATJOiN PLAN SCALE 1 / 1 0 ' R, , EAU Y v z � N N w� w o Z w 00 Ur H C`l � h w .Q o C), un 0 � a �o F -o V) t-4 twC4 Qo , w --z s � r DRAWN CHECKED 5 w A E ,/, 14166 SCALE H L) Joe NO. t• ". - _, zlz SHEET OF x SHEETS bl 0 zcr 0 _j U J m 0Z Cr. Z D O � Qo m a 0 Z Q W IIII- .j 0 0 Li - CIO DRAWN CHECKED 5 w A E ,/, 14166 SCALE H L) Joe NO. t• ". - _, zlz SHEET OF x SHEETS > ro P. AF 46047AS 150LRTID" %_!iC)IUT C-OUL. SLP?) RS _UaU) IV3 WU:46 0,. 11. RM, F, -Z1 N 174 TILT UP CUA1C . Mt _T I t_T_ PA " ej- It4e-1 Cmc. -ELPEZ. R5 RLUC-) Q nplu EFifLTH I 4 C, 011 F U, FIE COMT t, -4 )c4)( 6 /1 a *I ja E)TUO X 4 I'co" o.L. I _S ILOMT. IN I -n")LRT (010 E:y. c rn u _7 :r bj1 n F_ DETAIL z DETAIL 40 30 + uAlF 51R -I CE PMVIOt CLF PUUU7%5 CZ qLL G?ourED uutnt, comc. SLRa RS r-EUL F -A su�E) iR5 7 -EU F-) WF CC--UJI`,AW V4" dn)j"T FtLLi=-W_ U FLT, R-501-rATICAA .101 UT F -C) I,i L bU112S RS V -Ea ID to, -0. IF IN - PLTZ V-C)MC-. SLAPS RS rM011) w -w-IR t"I tz 71L -T OF EDMC."PPMEL Vim. FLY- r 4 \AF �nOVJ"IJ 110r=-1;1111 ICIFT I 7. 7� 4 ---01111==111M IWI 1 1 IM Pbuc. cow - L C1' -C," X VEFF-V 70 F0UI4DPjiI0U — 11.1 ' -fill jj�jj Sr- Hf _rjJI_E. 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IN I -n")LRT (010 E:y. c rn u _7 :r bj1 n F_ DETAIL z DETAIL 40 30 + uAlF 51R -I CE PMVIOt CLF PUUU7%5 CZ qLL G?ourED uutnt, comc. SLRa RS r-EUL F -A su�E) iR5 7 -EU F-) WF CC--UJI`,AW V4" dn)j"T FtLLi=-W_ U FLT, R-501-rATICAA .101 UT F -C) I,i L bU112S RS V -Ea ID to, -0. IF IN - PLTZ V-C)MC-. SLAPS RS rM011) w -w-IR t"I tz 71L -T OF EDMC."PPMEL Vim. FLY- r 4 \AF �nOVJ"IJ 110r=-1;1111 ICIFT I 7. 7� 4 ---01111==111M IWI 1 1 IM Pbuc. cow - L C1' -C," X VEFF-V 70 F0UI4DPjiI0U — 11.1 ' -fill jj�jj Sr- Hf _rjJI_E. FOV a(Z-F- MIN (-,04ev- DETAIL F_-A,_ST -PL*r rem TL) e)e "Vs tF,W`:�$r �(.A� TO Ali W4Lc*_-D J01"T muEf_ PIN VU� MIN. DETAIL__-, A21=11"0 (10L(J"NJ I Volo F2 W1, I (—I A -- A X 1 L 3 + 1111 DETAIL 0 4- _____'/~ E caw- w rr4 F*-Zm cit._ 2. COPIT EaVIPOCIESP V e14 -n CA L 'E:0 c0wc.V_err__ WIT14 V=(W-tA OIL- - Fvti (RDOP-RIJ6. APJAGIcr.,- ZTt4p acNG1,Vu),_-no0 .130111ir RA; !ZL446 GiLAOM DETAIL DETAIL II- 4." 1 Ilk DETAIL DETAIL ZEFE-Z. TO F(JJMUR'TIUU SUIF-OULff Fcz SIZE DEPTH -7-F-IUF CAW e -LIT a -"u I I VFA I tzrr. Wk -L L_ P4411 V -11- A D11 FILL AND 30MP.&CT moi:. I WIMT, F =--: 01= 1=-,x .5r TILT WALL PANE L DETAIL ------- 'TIT — VJ x P 2. vieLLA-Vj C 7 X Fr,, R (TIE IM PILL QVILZHERO Dony- c)V11E_U' (I Vel I 66) ZAMbt, 4e.60 Ce TILT -LIP WX CC1NC. PANEL DETAIL KE) DE -TAIL *1:5 REVIBIONB BY CRAWN �a CHECKED zo oLL WICALE %J C_ L -SLP, L t_ J mHOUT S2 co z O ��- 0 D~ Q U. W co 0 LL z CRAWN CHECKED WICALE %J C_ L -SLP, L t_ ion NO. mHOUT S2 AF 46047AB 0 omT-1 21a'-c� 2c7'•v 'Z.��'-�,7 2o:p 2v'.[� 20'-o Zv'-4 Zo= �- LOKI 1�I -71 -;� ODU� YpSL� -t•I '47x '46 - I X I ►_� I X i I � l i � I .� I X I V I \ I ( 9 -, Lj Y I X 4 I I T I \ i I24KS I I I '1,a: Klo �@ Jd'X 124k10Il �f,, I. K10 i` Al B711 I Lj 0 — ►i �{ X. i {� Q�X I I 'I -- I _ - ---- I__ L 1C I Y t _ y _ _ ----_ ,� f�R.tYiE b 3x''X+1jA- r� t9 i Lq J 4 �y 'TYF, F_R• 11F,Y �9 F $--- Ln 0 0. I ,e Q �` BTJ ;s1.K►o P..STJ ( 241C10 h '.' 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' �T'RiJGT1vN l•YpL , �1 'L�GiNG�S A"Q 171=SI&Q Lcanoe,.. 12 GjENF=-{ZAL \/ COK7iIQUEO) tN -i a 0/. b ' ��•, 4v v S :fz`a` 1 .n• G NC)nT4i R T a ROOF' FRAMING PLAN 10 New _ __ - -- - _---'------- __--- ---- — - SCALE 6" __... n a c k. REV18101V8 BY V Z I N cn O w_4 W0 z w 00 ID a z w C:) C) V) o -1 Z w -� �:�4O�o �¢zcn �' two V) d o w �r CD 21. ALL MASONRY WALLS SHALL RE CONSTRUCTED WITH 9 GA. LADDER TYPE JOINT REINFORCING SPACED 16" O.C. VERTICALLY. LAP AT z ALL CORNERS AND 6" MINIMUM. STRUCTURAL STEEL LL 2`2. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.I.S.C. J "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", DATED NOV. 1, 1978, FOR TYPE 2 FRAMING UNLESS DRAWN DIFFERENTLY IN PLANT AND IN m ACCORDANCE WITH ASTM A36. WHERE DETAILS FOR THE STRUCTURAL STEEL COMPONENTS ARE NOT SPECIFICALLY DRAWN OR NOTED, THE DETAILS SHALL BE DESIGNED FOR THE TYPE 2 LOADS DESCRIBED ABOVE BY A FLORIDA REGISTERED ENGINEER. SHOP DRAWINGS Z SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. 0 23. STEEL JOISTS SHALL BE IN ACCORDANCE WITH S.J.I. "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, K -SERIES", DATED NOV. 4, 1985. ROOF JOISTS SHALL BE DESIGNED FOR A NET UPLIFT OF 12 PSF. SHOP DRAWINGS SHALL BE SUBMITTED TO �o ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 24. STEEL JOIST GIRDERS SHALL BE IN ACCORDANCE WITH S.J.I. "STANDARD SPECIFICATIONS FOR JOIST GIRDERS:, DATED NOVEMBER 4, 1985. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. Z 25. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.W.S. D1.1-85 WITH E70XX ELECTRODES. WELDS SHALL BE MIN. 3/16" X 2" UNLESS NOTED OTHERWISE. 26. HIGH STRENGTH BOLTS SHALL BE IN ACCORDANCE WITH ASTM A325-84 AND SHALL BE DESIGNED AS BEARING TYPE CONNECTIONS. 27. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A307-84. H 28. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE A.I.S.C. CODE OF STANDARD PRACTICE, SEPT. 1, 1976. ''9. BAR JOISTS SHALL BE IN ACCORDANCE WITH THE S.J.I. RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND dill JOIST GIRDERS, REVISED NOV 4, 1985 d+' h Ir. . 4 _:':.:. •LY:. ', .. " 1"�� Va t$ ,1 a (.., ..k 4e,M r •1 .� SHEET METAL COMPONENTS 30. SHEET METAL STUD SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY y A FLORIDA REGISTERED ENGINEER. SHEET METAL STRUCTURAL STUDS SHALL BE DESIGNED BY A METAL STUD SPECIALTY ENGINEER IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR THE DESIGN OF COLD- '` FORMED STEEL STRUCTURAL MEMBERS". METAL STUD FRAMING SHALL BE DESIGNED FOR ALL LOADS PRESCRIBED HEREIN INCLUDING WIND �.. `rLOAD CRITERIA. DEFLECTION CRITERIA FOR ALL ELEMENTS SHALL BE OBSERVED BY THE SPECIALTY DESIGN ENGINEER. METAL STUD SHOP DRAWINGS, SIGNED AND SEALED BY A FLORIDA REGISTERED +T' ENGINEER, SHALL INCLUDE TRACK, ATTACHMENT DETAILS, BRIDGING REQUIREMENTS, CALCULATIONS, ETC. AND SHALL BE SUBMITTED TO Al z° a.r BUILDING ENGINEER FOR REVIEW PRIOR TO FABRICATION. �. 31. WELDING OF SHEET STEEL SHALL BE IN ACCORDANCE WITH A.W.S. D1.3-85 WITH E70 X X ELECTRODES. 32. SHEET METAL DECK AND SLAB FORM DECK SHALL BE IN ACCORDANCE ;.' WITH S.D.I. (STEEL DECK INSTITUTE) SPECIFICATIONS AND COMMENTARY FOR STEEL ROOF DECK AS CONTAINED IN THE S.D.I. DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS, AND ROOF DECKS, S.D.I. PUBLICATION NO. 25, LATEST EDITION_ ROOF ' a ATTACHMENT AND DIAPHRAGM DESIGN SHALL BE IN ACCORDANCE WITH S.D.I. DIAPHRAGM DESIGN, LATEST EDITION. SHOP DRAWINGS " SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO ra- FABRICATION. METAL DECK SHALL BE 1 1/2"-22 GA. WIDE RIB " PAINTED. • DESIGN LOAD CRITERIA 33. DESIGN LOADS (PER S.B.C., 1985) WITH 86' AND 87' REVISIONS ROOF DEAD LOAD...............................15 PSF ROOF LIVE LOAD..W/ S.B.C. REDUCTIONS ......... 20 PSF WIND LOADS ...... PER S. B. C ....................95 MPH REGION 1 HORIZONTAL INTERIOR WALL LOAD.................5 PSF STORAGE AREA ABOVE BATHROOMS................125 PSF 34. REFER TO WP DRAWINGS FOR TILT -WALL CONSTRUCTION REQUIREMENTS, CONCRETE STRENGTH, REINFORCING, ETC. tN -i a 0/. b ' ��•, 4v v S :fz`a` 1 .n• G NC)nT4i R T a ROOF' FRAMING PLAN 10 New _ __ - -- - _---'------- __--- ---- — - SCALE 6" __... n a c k. REV18101V8 BY V Z I N cn O w_4 W0 z w 00 ID a z w C:) C) V) o -1 Z w -� �:�4O�o �¢zcn �' two V) d o w �r CD DAWN CHOCKWO -,!�) w Of►T! SCALE COs NO. (-).:-- SHEET 3 1�y OF r- SHEETS - i •u ..._ �.. H..r� - .x....4_14' JuM.r.���_-dt.�r..__.r�e.��.d<L1..r_._ 1.,•. . .. .. ,..-.. ._. --....G. .�..-....1v. ......mom... f v 0 z 0 o LL J m cr5Z Z Cc O 0 �o � D :3Q Z Q W H J cc00m LL y DAWN CHOCKWO -,!�) w Of►T! SCALE COs NO. (-).:-- SHEET 3 1�y OF r- SHEETS - i •u ..._ �.. 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