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HomeMy WebLinkAboutBuilding Plans5CO1^ 6 1, 7- Co i0'1 Certification for Desjaan Load Comaliance 1, DESIGN CODE: Florida PWOI, Code 201%EdlUon W/20— supplements using ASCE 7-10 2, Structure Design is: Y- Enclosed _-_ Partially Enclosed _ Open Building 3. Risk Category: _I III _III _IV Exposure Category: X B _C � D 1 4. Design Wind Velocity &0 mph _ ASD — LRFD End Zone Width �_ft. 5, Mean Roof Height: IZ ft. Roof Pitch: (v :12 Parapet _ ft. 6, Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ �30' MRH(mracow) Zone 1: %, Zone 2' 40 Zone 3: &O Zone 4 Z40,_ Zone 5 >°� 'Garage door:'' 7. Design Loads: Floor: 7S PSF Roof/Dead: /1' _PSF Roof /Live 10 PSF Balcony: _ _PSF Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF B. Were Shear Walls Considered for Structure? Yes —Not applicable Explain Why Not: 9. Is A Contlnuous Load Path provided? aQ Yes ____Not applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2000 PSF STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR # 2 GRADE OR BETTER WITH1000 P.S.I. MIN. FIBER STRESS VALUE. 2, CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN. 1 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 11/2" COLUMNS 11/2" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY, 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2017 -EDITION. 7. WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 20 i77EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST / PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT, *NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z -MAX COATING OR BETTER. PRODUCT REVIEW PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL GLASS ATTACHMENT METHOD DESIGN DESIGN # TYPE PRESSURES PRESSURE (WORST CASE) S WINDOWS ZONE 4-28 -55 MI WINDOWS AND 185 FI# IMPACT 3/ib"TTw@13-1/Z"MAX. tl.C:,WRId-�"MAX. ZONE 5-34 DOORS 17499.1 FROM EACH CORNER: WITH 1-1/4" MINIMUM EMBEDMENT AND 33" EDGE DISTANCE DOORS ZONE 4 -28 -75 PLASTPRO SERIES O FUI IMPACT _ %-TAPCON @ 14" MAX O.C., 6" TYPE FROM EACH ZONE 5-34 FIBERGLASS 15210.1 CORNER: WITH 1-1/4" MINIMUM EMBL. 4NT& 24/2" EDGE DISTANCE SLIDING GLASS ZONE 4 -28 r60 MI WINDOWS AND H5188 FL# IMPACT _ 3/1b" TAPCONS @ 17" MAX. O.C., WRH 1 1/4 MIN DOOR ZONE 5 -34 DOORS 15351.1 EMBEDMENT AND 2-1/2" MIN. EDGE DI' ANCE GARAGE DOOR -26 -44 DAB DOOR 824 STEEL NOA# IMPACT 5/i6 X 1-5/8" LAG SCREWS 3 PER BRALAi @+ 12 COMPANY, INC. SECTIONAL 20-0107.06 O.C. WITH 1-1/4"MINIMUM EMBEDMENT SHINGLES ZONE 1-24 -41.0 IKO INDUSTRIES CAMBRIDGE NOA# N/A (6) 3/8" DIA. ROOFING NAIL PER SHINGL, ZONE 2 -40 -59.7 LTD. AR 116-0329.13 ZONE 3 -60 -101.4 MULLION ZONE 4-28 -130 MI WINDOWS AND CM-1831 FL# IMPACT WTAPCONS @ WITH 1-114" MIN. EMBEDMENT ZONE 5.34 DOORS 1 15353.8 AND 2-1/2" DISTANCE TO EDGE RUSE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. LINTELSCHEDULE MANUFACTURER' CAST -[BETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPUED GRAVITY LOAD SAFE. UPLIFT LOAD APPUED UPUFT LOAD COMPOSITE BEAM L I 2'1V 6113# 4460# 8F16/1T-1B LZ 3'-6" 6113# 9 #6 3547# W 8FS6/1T-1B L 3 4'-W 6113# ,57 *F 3079# !rr j(,.•!L- 8F16/1T-16 L4 4'-6" 61139 -&1 2724# I.ZLk 8F16/ST-18 L5 5'•4" 5365# 22901t 8F16/IT-10 1,6 5110" __6'•6" 4360 2093# BF16/ST•16 L7 34800 IBM 8F16/1T-1B L8 7'-V 266l# 1197*Y' 1634# G 72 8F16/ST-18 L9 9'-4" 1843# $ )# 1133# ?a. BF16/3T-18 6" 1533# 934# 8F16/1T-18 4" 1366# 7999 8F36/1T-18 0" 1254# -TO75# 723# SF161IT-18 4" 606# 8F16/ST-18 " 1002# 559# SF16/IT-IB [20 8" E22'1 1370# 519# 8F16/1T-1B 4" 1250#. 465# 8F16/1T-18 4" 950# 5Z { 404# Q,� �' 8FS6/IT-18 " 750# 347# 8FS6/1T•1B " 98#306# 8FS6/3T-1B " 550# 295# BF16/1T-1B " ARM _ 2679 8F16/1T-18 RECESSED UNTELS NGTH SAFE LOAD APPLIED GRAVITY LOAD SAFEAPPUED UPLIFT LOAD UPLIFT LOAD COMPOSITEGRAVITY BEAM JANUFARCTUR d" 5200 24 2635# ZLN 8F14/1T-18 -6" S206# 2525# 8F34/ST-18 -8" 4567# 1960# 8F14/1T•1B -10" 4242# 19009 8F14/1T-1B 8". 31201f 4$)y¢1 1651# f? W'8F11/3T-1•6" 2459# % 1462# 6 3; 8F14/IT-18 RL-7 9'-8" 1568# 3135# SF14/IT-18 NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTFS FOR ADDITIONAL INFORMATION. ILO�e S lt- ' I Z5' s=ram G i_�aLA' I I —A. 5 W zs- L4 `00 _133 a L r.,q. _ n-1,Z _r3 i�� -1 REVIEWED FOR N CODE COMPLIANCE ST. LUCIE COUNTY B00 �A/•11 G� I ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARC H ITECTO N IC I N C. CO M STATE REG # AA26003348' COPYRIGHT 2017 PROJECT ST. LUCIE COUNTY, FLORIDA CLIENT GRANDE CONSTRUCTION 9 REGISTRATION � OF I"LCO J J SS14 ��CHpEL 898 MICHAEL J. SEAL, AIA AR96898 SHEET TITLE / SHEET NUMBER, 7tr 7 oR-IL L 3 Z co 6 5; i, O I� IPROJECTNUMBER F2o1'S'9 DATE 1Z />'�Zozb -.. #1111111 �.. w t di �r(n 1A1v ✓ .t ROOF SHEATHING NAILING ZONE INFO. ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZO E 2 4° X LENGTH W Bd RING SHAN 4" O C PERTM & " 0 C ELD iIOWJ AI.oC.1� 12" �_ Pit 2X4n i3 tICK �� 31 l4 `X Z'!z O '�A CnL.�S @ Ia'orCr hTat'.1x� 1'rT,-4y SUCK f Yz X5%z` 01 ??ED t-kG�pS vs�.. ZMg1 X 1/g' o 4 _ j�F�5 F16.[vS O p -,119-.}-- - 0 o N P I K@ ETER 6 .. FI ZONE P3 5' X 5' @ HIP AND Y X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD • NOTE UR 19/32" CDX PLYWOOD SHEATHING DRYWALL AND FM 25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH 1 ''/," CASE H RD NAILS @ 8" O.C. UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM D226. /," DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALLSCREWS @ 8" O;C NOTES: PERIMETER AND 12" O.C. FIELD. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS F, ASTM D 7158 CLASS H OR TAS.107 AND.SHALL HAVE FACTORY APPLIED SELFSEAL STRIPS OR BE INTERLOCKING. 5/8" DRYWALL FASTENED TO FURRING WITH 11/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. F1 FLO. t tee. .. MAXIMUM HEADER SPAN WALL HE1GHi STUD SPACING 1V-0' OR LRS 18' O.C. 1 2 1 2 2 3 2 3 2 3 2 3 1 OF W.AW STUDS SuPOFTIM EM of R4,� / OF FLU. IFNOTFI SRA AT EACH f3A OF fF10fR 10'-0' OR MORE 18' O.C. 2 2 3 3 4 4 ROOF TTilISS6,,.---� DOUBLE TOP PLATE ---_� CRPHE SNDS (NOi REUD FOR 8'-O' FICH WNAS) --y/— SPACM 4rllliAl A4WAOM D � W/162WdT OB O.C. SrAMEBED BOO+ SOES) SW EACH STUD AS REOURFD WITH SAWSON LSTA 18 OR MIS 18 WRH 14-100 W HEADER STUDS NOTE: SYPSd1 IV FLAT SOUP MAY BEPIACE HIS 16 OR E QUk AT W" OMLY 51W EAWYI STD AS REOURED VM S6PM SP4 OR SP6 WIM 6-10d R 1 1/2' RMLS P.T. BOTTOM PLATE ----�— r POINT BEARING HEADER CONNECTION DETAIL KM CoA�T� Ta.Pca1�S r�' 1�.�Lo;C Ai 1 " 1 - tyTS ti tl% 'ZiCaALVr PIPES. w/ 1J4 rR+c; k wnc,t. „ Ilx;x'�"f"A?�cyTwJS i 't3cyt ` c C CaalLKtr.�ca DOOR AND WINDOW BUCK FASTENING S't"4C.C,O r- htAta� PeooP11J� l X BUCKS SHALL BE ATTACHED WITH CASE ITARD ILSI @ 12" O.C. WITH THE DOORS AND WINbOWS FASTENED WITH TAPCONS PER PROD UCT REVIEW AFFIDAVIT WITH $I1ClG I �S["aGG/�T IO�� MIN. OF 1-'/ ' EMBEDMENT INTO CONCRETE (THROUC H FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER2014 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAi _ -'- 2 X BUCKS SHALL BE ATTACHED WITH 1/4" X 3-1/4" TATCONS AT 1.2" O.C. WITH DOORS — t -7 AND WINDOWS FASTENED WITH 11 10 WOOD SCREW SPACED PER, PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/ " INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF .FRAME. PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. -71 r I i I i REVIEWED FOR CODE COMPLIANCE ST. L,UCIE COU14TY BOCC �ILP COPY r ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 JECT CLIENT GRANDE CONSTRUCTION CONSULTANTS MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE _ REVISION KEY PLAN SHEET TITLE / SHEET NUMBER A- 2- PROJECT NUMBER Zd � 13'Y DATE �7�/ter Ze�Z6 ARCHITECT Architectonic Inc NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6"O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. Y" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. Y." CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. KNEF_ W ALL DET��t NT`> 7-x4 Trv%zA1~5 z4'orz!, rv�21MPSar..> M�4 tL �F� CONUE..-Y/7� SCH gyp. P5L Zx,.'. TpP PG T� •w,..,,, sir�nPSoti gPt% � To � 6oTfoM PLnT't?..5 W/ -, P . (o-(Oa IS Gd EP•r ST'1•G'P - ycl� I/z'r t/S h�>< _ Tt 6'Iir eEPHFA.9SQ Z4,'Or0-e Irn.'f'o U-T'i Fo't=. �'EAr;'.IraG lt16CnNTS nF �+cnSbs,S 5Er T'rP(Cxt-- �t S^n.C. I:n.t•l Fit: nb01T 1a NAB,_ 6jT'UCcsa af,3 el (A rl { 61MMW: MT6 IC'm Wl t4-tc+d �• 2Xt'2. HFAP�Ir. WI \f2" Pa.'t oaD SPa.a E..'i=. Liu EED Nat BCD w/ 16d uete..5 Ga. g"oiCr 5 AGf.'F-.i;,GU RpT F (0 �,racg �iF. Rt.o CY I�/D i� w/,t„T.F ra Sa.L'.�a iN (=ic.4•iiP IL ©a-n o rL,pD I II � ATTIC VENTILATION CALCULATION 2443 S.F. X ROOF PITCH MULTIMER 1.18 = 2881.7 CUBIC FT ()TALKERS ESTIMATORS MANUAL) 2881.7 / 150 = 19.2 S.F. OF RED ,"D VENTS (SECTION806FLORIDABUILDI)ri� DE) 7" X 22" = 1.06 S.F. PER VENT 262.6 LINEAL FEET / 8' °�.k VENTS 32.8 X 1.06 = 30.9 S.F. OF VENT AREA PROVIDED ��+t�a ^�. t !it2, NAtL_ll.1l, L4>,4r 1 F-OIzt'AA.TtOK ✓'"^ METAL AW-14, tT(E.,s P (A-),, >; A ; TL IA S 5 -'S V- ST4 PP IW G i.s 4)!- SGµr�u AlArrT AqS. 4 ATI.Q.q "rj �1° COV'X$ E. 'C.QNC, $LK, . T BEHELD .SG�.� tT:."q 4Aj4Q. Pa>~ in. �'(��R?L�C� � ..��Pa£Ct"'OAT !~:Tt l W.I ... _ IRV Go.41ft w/ rg-F-C,4ST '7�y3 j Ctz G Ej Nt vl;FtaIr 0 m. 3 n IAL a D i3,\f WA ' L r I N I S.FI A� .,O rid. , � Z P, T. F S1 Cd rx 9 t i �M � � � T UC G[i c Q24 A1'1 r-t­cit-u- "" ^-.,,,� :Yr' Lj V � r�+.�, IJ �3 it,1 fit,. �. f i•.( i� w t � r-jL.[_t`D 5LOCK CELLS a COR,N59.51 t as" LACI4 OPIw INN � SIZE . FL.00ro- �'LA FOR laXaer L.00atT1014 :.:. Flit GRADC fillL o t�I • i =:.;::"�.:... , ..:. ism:.: t d G� IKMFfi" 1 Y2 tw A I D r ILL 1-��.�.G.•.—..._._ I��'i�, �©uNi7�4TIOh1-SCt+�D►t.11� 1"4C�\L ��AI.� :� ..fir.— 1 � � Ott ol� FILE COP 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG, # AA26003348 COPYRIGHT 2017 PROJECT r t a . RESIDE , e . 1 ST. I_JCIE COUN I Y, FLUIRIUA CLIENT GRANDE CONSTRUCTION CONSULTANTS REGISTRATION MICHAEL FLO OHAEL J SSA! 898 . U J. SEL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER C)" NIUMBER V Zo ( �5,i IPROJECT DATE f z//G�1ZpZp 7".two 4 2,o•Tnm PLA"rF srt/a FLaoK, TIC � 5 C0o,^"1' 0Al) ALL *5 f>nRh'(n LAP �"r 7 on a. a3,.�. 1C.1 •'1 L'A Y 'f. r i.. I FOND 6E/-�,,M STI—P C)E:7-%� L_ s o I L.'c_ 5141, P2ovID6 Syr�PSc>>J MTslc� wlA-4Cd DAL Lxlz NEADF1' I.aYay1-3 C'E'F=. GoNNL-G.01� W l rh "PI-ywoeD Sf4mm 6CNEZ>\1L--E- GLUED #_ Lod UPaL . � 8"o�eD61,. ZX4 'ToP PLraTE. 5 TA(,G Eew_p P$O<N � )2 ZX�k ST utiS-14.o, C, b PEO�f�DE SIMI'SON SP4 "1"oP t go'TT4M 1'L�TF1 3L"o,c.w/ 6�1ed wit-yL_S � P;`ov�DE. �ILx5�/Z� �E-D rFEPaS ToFLk.vdr� 17,'T, Zx4 e,OTiDM ?t.A� t 5� e,ei 5/8 ¢f X 6 M� OL.TtiIG F06'frnw W t,T1=�> NT6 F LtEC c, LCDa/61\� ELECTRICAL LOAD CALCULATION 2443 ST, LIVING @ 3 VA 7329VA (2) 20 AMP APPLIANCE CIRCUITS 3000VA RANGE 12000VA REFRIGERATOR 1200VA LAUNDRY 1500VA DRYER 5000VA WATER HEATER 4500VA WELL 4500VA IRRIGATION 4500VA MISC. 3000VA TOTAL, 42029VA FIRST 10000 VA @ 100% 10000VA REMAINDER @ 40% 12811VA A/C3AT@100°/ 12000VA TOTAL 34811 VA 34811VA = 145 AMPS 240 USE 200 AMP SERVICE PROVIDE ARC -FAULT PROTECTION AND TAMPER PROOF RECEPTACLES. ELECTRICAL LEGEND SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET MOTOR OUTLET WALL MOUNT LTG. FIXTURE L7I GROUND FAULT PROTECTION PHONE OUTLET J.B. FOR FAN/LIGHT COMBO CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED FIXTURE CEILING MOUNT FIXTURE SMOKE DETECTORS /dwcs-*- f "'O`m"o- DOORBELL c �l CHIMES (9 ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751' F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348' COPYRIGHT 2017 PROJECT ST. LUCIE COUNTY, FLORIDA CLIENT GRANDE CONSTRUCTION CONSULTANTS I REGISTRATION tt'C. EI:E.CT. t5E?AVIEWED FOR 11 KEY PLAN CODE comPLIANi . LUC E COL 4`_ BOCC t4 MICHAEL J. SEAL, AIA AR96891§ �r ¢ emu, �AaD r,�D FILE CO-1 T NiSSHEET TITLE / SHEET NUMBER Go�PFtt sEealrc� A,A A PROJECT NUMBER S.Zd13ct — DATE I Z'// r�Lo C L1 O4 7-A (ITECT NOTES: DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702,4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0,12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R301.2(l) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WINO DESIGN SUBJECT TO DAMAGE FROM WINTBR ICE BARRIER AIR MOAN GROUND SEISMIC - SNOW 5p9etl° Topographfe DESIGN Frost Ilna OESIGN UNOERLAYMENT FLOOD o FREEZING ANNUA _ LOAD mph ellaotax lNA CATEGORY' WaniherinR„dBpthp Termite. TEMM REQUIRED 11A2ARD8 INDEX' TEMPI NA See Pig. R101.2(4) -. NA NagllgiUle NA VcrY j.IA NA NA TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTS _-• GLAZED iCLIMATE PENESTRATIOM SKYLIGHT'' FENESTRATION ZONE U.FACTORN U•FACTOR SHOCK• x WOOD CEILING FRAME WAIL R-VALUE RVALUE MASS WALL R-VALUE' FLOOR R•VALUE EASEMENT` WALL R-VALUE SLAB` R•VALUE & DEPTFI _CRAWL SPACE' ,PALL R VALUE 1 NR 0.75 0.25 30 �13 �:T 3/4 13 0 0 0 ^o 2 O.AO--- OBS _ 02S 38 _ 73 _ A/6 13 10 0 5r13r 0 0 5113 3 0.35 O55i 025 38 20 or 13•5�' &'13 A oxtail U.3y 055 04U 49 200r 13+51 8113 19 10113 10. 211 tOr13 Marino 1611d -0.32 0.55 NR 49 20 or13r50 1317 300 15/19 10, 2# 15110 MaPo164 — NR 49 20+5or 17,10N 1520 30b 75/19 1041t 75119 S 0.32 W 055 NR— AO 20+.5 or 13t7?i 19!21 308 10, A It 1Gl10 and 8 0:12 0.65 ,_.15/79 wrrrno CrAJCm 1117 TRUSS ACTUAL SIMPSON CONNECTORS) FASTENERS TRUSS IO BEARING POINTS) UPLIFT(GROUPED, CONNECTOR(S) UPLIFT DESIGN WORST CASE (1)HETA 20 1810# 9.30dx1.1/2" A EACH 604p 306# (1)HETA 20 1810# 9-10dz1-1/2" ATA-ATB 1ST ERB 502# (1) MTS 16 10001, 14-lOdxl•1/Z" ZND BRG 510# (1)HETA20 18101, 9-10dxl-1/2" B EACH 1ST BRG 347# (1 HETA 20 1810# 9-SOdx1-3/2" BS 2ND BRG HANGER BY TRUSS COMPANY D-D7 1ST BRG HANGER BY TRUSS COMPANY Z"o.BRG 706# 111 MTS 16 3000# 14-SOdxl-1/2" 08-D9A 1ST BRG HANGER BY TRUSS COMPANY 1810k 9-SOdz1-1/2" 2ND BRG 1097# 11) HETA 20 (1) MTS 16 1000# 14-10dx1-1/2" E EACH 552# 2438# (2) HETA 20 2500# 9-lOd%1.3/2" G-G4 VT BRG 2N0 BRG HANGER BY COMPANY GS-G8 BRG 2433# (2)HETA 20 (2) 2500# 9-10dxl-1/2" 9-10dx1.1/2" ZND BRG 245# (1)HETA 20 1810# 183011 9-lodxl-1/2" G9 EACH 1689# (1) HETA 20 1-1— 20 1810# 9-10dx1-1/2" GAS 1ST BRG 2ND BAG 352# HANGER BY TRUSS COMPANY GRA-GRC EACH 1036# (1 HETA 20 IB10# 9-30dx1.1/2" GAD 1S1 BRG HANGER 8Y TRU65 COMPANY 14-10dx1-3/2 2ND BRG 1486q (2) MTS 16 (1) MTS 16 2000# 1000# 14-SOdxl-lJ2 GRE EACH 592# (1) FGTR 5000# 18-SDS-1/4"X3" & GRF 1ST BRG 5022# (1) HTSM20 1175# 2.1/2" X 5" TITEN/ 30-10d & 4-1/4" X 2.1/4" TITEN 2ND ERG 6294# (1)FGTR 5000# 18-05-1/4"X3" & 2-1/2" X 5"TITEN/ (2) HETA 20 2500# 12.16d GAG to BRG 2839# (2)HETA 20 2SU04 1175# 12-I6d 4-3/4" x 2.1/4" (1) HTSM20 TITENS & 104.d 2ND BRG HANGER BY TRUSS COMPANY 9-10dxl-1/2" GRH-GRK EACH 1636# I1) HETA 20 1810# 1810# 9-lodxl-1/2" KING JACK 1 ST BRG 743# (1) HETA 20 (1 MTS 16 1000# 14-1Od14.10dx1.1/2" 2sT BRG 593# (1) HETA 20 1810# 9dOdx1-1/2" HIP JACKS YT BRG 157# 2Ne BRG NAILED PER TRUSS COMPANY VALLEY TRUSSES 45" O.C. 672# (11 MTS 16 unure rNANAnLRC TRI 11. InAermri_2TRU--ENGINEERING Zq-lOdzl•1 2" TRUSS INFORMAT ION TAKI,N FKUM NIHNVrn'- -- - • ••— DATED I ZSf7/2ffl L LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS 9D AND STRAPPING PLACEMENT. 3 04-00 7-00-00 I r0 L9 CO CO CD O 0 (D C7 m oI 4I I JC5M 1 I 91 �, I % Sol JC5 q JC5 i i \,-�'. J `7 o Ljj m I JC5 I J5 I J5 J5 of o5I J5 I I GRK I I GRH � oI I o: o�I I J3� Ji I v�< AAJ4 E7 0 :res: 0 o 0. 0 ✓? GRE n o of y o o 4I JET JU w w lw. r� — 8-04-00 11-02-D0 56-08-00 I tl J7 J7 J7 J7 I I J7 I I ATB i I J5 I 1 ED FOR IPUMICE COUNTY FILE COP! Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950, T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 JECT r I I P C II It ST. LUCIE COUNTY, FLORIDA CLIENT GRAND CONSTRIXTION I CONSULTANTS REGISTRATION CO. 10 MICHA OF .F.kOn ' \ .7 N L Sf •: R. U r�Reo'PRw AIA AR96898 REVISIONS NO. DATE REVISION ' KEY PLAN SHEET TITLE / SHEET NUMBER T--- 0 F IPROJECT NUMBER fZ 'L n Zip} DATE IZ4.5rIZOLIS -- fez" i-r C 0 E EQUIPMENT(S) SCHEDULE SYST# TONS MANUFACTURER C/U MODEL MCA/MOCP A/H MODEL TOTAL CFM SEER COOL BTUH HEAT AHRI CERT. SUCT & LIQ LINE SIZE NOTES i 2.0 TRANE 4TWV0024AI MFG TAM9AO830V31 807 19.25 24,200 6.0 KW 10093494 3/4 & 3/8 2 3.0 TRANE 4TWV0036AI MFG TAM9AOC36V31 1167 19.75 35,000 8.0 KW 10093496 3/4 & 3/8 FAN(S) SCHEDULE FAN # CFM MANUFACTURER =ODEL VOLTS AMPS NOTES EF-1 50 PANASONIC F - SERIES 120 MFG EF-2 100 PANASONIC F - SERIES 120 MFG RETURN AIR Eel NOTE: PROVIDE MINIMUM 4" CLEARANCE AROUND ENTIRE A.H.U. .Y AIR DUCT CEILING FLEXIBLE CONECTION FROM AIR HANDLER UNIT TO RIGID DUCT HANDLER UNIT REFRIGERANT LINES / /DRAINCLEANOUT CONDENSATE DRAIN W/ TRAP: TERMINATE MIN. 12" FROM VIBRATION PADS METAL STAND 1. . • A* .1 • -.. • •_\.... . -14 [ [._ i 7. ';e SWITCH AUXILIARY DRAIN PAN w/ FLOAT SWITCH VERTICAL W / PLENUM RETURN AHU MOUNTING DETAIL DNS T SUPPLY FLEXIBLE DUCT RETURN FLEXIBLE DUCT BATHROOM EXHAUST FAN DETAIL SUPPLY / RETURN LINEAR DIFUSSER RIGID FIBERGLASS DUCT zEF- #VTO EQUIPMENT SCHEDULE & LEGEND MAXIMUM SAG SHALL NOT EXCEED 1/2" PER FOOT OF SUPPORT SPACING — SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE I 5UGE MINIMUM [:4 1 _5'-0" MAXIMU, SPACING BETWEEN SUPPORTS 1 - 1/2" X 26 GAUGE BAND CLAMP WITH MINIMUM 12 GAUGE WIRE IS OPTIONAL GAUGE WIRE MINIMUM 1 - 1/2" X 26 GAUGE MINIMUM MINIMUM 12 GAUGE WIRE SUPPORT SYSTEM MUST NOT DAMAGE DUCT- OR CAUSE OUT OF ROUND SHAPE FLEXIBLE DUCT SUPPORT 1- PROVIDE AND INSTALL A FORCED AIR SYSTEM INCLUDING, BUT NOT LIMITED TO AIR HANDLING UNIT, A/C COMPRESSOR, DUCTWORK AND AIR OULETS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. 2 - MECHANICAL EQUIPMENT & FITTINGS SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. WORK SHALL INCLUDE TRIM AND RELATED CONSTRUCTION AS REQUIRED. 3 - PROVIDE EXPERIENCED, WELL TRAINED, COMPETENT WORKERS, TO COMPLETE THE WORK AS SPECIFIED. 4 - UNLESS APPROVED BY THE DESIGNER, PROVIDE RELATED PRODUCTS AND ACCESSORIES FROM ONE MANUFACTURER. 5 - ALL WORK SHALL COMPLY WITH MANUFACTURERS SPECIFICATIONS, 6 - SUBCONTRACTORS SHALL PROVIDE COPIES OF MANUFACTURERS INSTALLATION, MAINTENANCE AND WARRANTY INFORMATION. 7 - DELIVER, STORE AND TRANSPORT MATERIALS TO AVOID DAMAGE TO PRODUCTS AND OTHER(S) WORK. REJECT ANY DAMAGED PRODUCTS DELIVERED TO JOB SITE. 8 - VERIFY LAYOUT AND C.F.M REQUIREMENTS SHOWN ON DRAWINGS, NOTIFY DESIGNER OF DISCREPANCIES. 9 - EXAMINE AND VERIFY THAT JOB CONDITIONS ARE SATISFACTORY FOR ACCEPTABLE WORK. 10 - MAINTAIN AND USE UP-TO-DATE TRADE STANDARDS AND MANUFACTURER'S INSTRUCTIONS. 11- ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. 12 - DUCTWORK SHALL BR R-6 MINIMUM IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS. DUCTWORK AND COMPONENTS SHALL BE CLASS 1 IN ACCORDANCE WITH 181 TESTS. 13 - FLEXIBLE DUCT SHALL BE CLASS A IN ACCORDANCE WITH NAFPA STANDARDS 90A OR 90B INSTALLED STRICTLY AS DIRECTED BY MANUFACTURER, WITHOUT SAGS OR KINKS. MANUFACTURER'S INSTRUCTION SHALL BE AVAILABLE UPON REQUEST BY BUILDING OFFICIAL. 14 • REFRIGERANT PIPING SHALL BE COPPER, HAND DRAWN TYPE L ACRTYP, DEHYDRATED AND SEALED JOINTS TO BE HIGH TEMPERATURE BRAZING ALLOY NOT LESS THAN 5% SILVER, 15 - PROVIDE GASKETS AT ALL GRILLS AND DIFFUSERS. 16 - DRYER VENT SHALL BE MIN 26 GAUGE METAL PIPE WITH SMOOTH INNER SURFACE OR APPROVED METAL MATERIAL AND INSTALLED AND UTILIZED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 17 - MINIMUM SIZE OF EXHAUST DUCT SHALL BE 4" INTERIOR DIMENSION. MAXIMUM LENGTH SHALL NOT EXCEED 25" FROM DRYER LOCATION TO WALL, ROOF CAP, OR ENGINEERED EXHAUST SYSTEM. 18 - BALANCE AIR RETURN. RETURN AIR SHALL BE 1 j TIMES THE CROSS SECTIONAL AREA (SQ INCHES) OF THE SUPPLY DUCT ENTERING THE ROOM ITS SERVING AND UNRESTRICTED V DOOR UNDERCUT. ALL SUPPLY AIR INTO THE MASTER SUITE SHALL BE INCLUDED. 19 - SIZING FOR THRU THE WALL TRANSFER GRILLES SHALL USE 50 SQ INCHES TO 100 CFM OF SUPPLY AIR WITH UNRESTRICTED I" DOOR UNDERCUT. 20 - DUCTS SHALL NOT BE INSTALLED IN OR WITHIN 6" OF THE GROUND. 21- AC SHALL BE IN COMPLIANCE WITH 2O16 FMC AND PBC AMENDMENTS. 22 - AHU UNITS SHALL HAVE A DRAIN PAN WITH OVERFLOW SHUT OFF SWITCH. 23 - MECHANICAL EQUIPMENT AND APPLIANCES SHALL BE LOCATED AT OR ABOVE THE ELEVATION REQUIRED BY SECTION 1612.4. 24 - CONDENSATE DRAIN LINES SHALL DISCHARGE AT LEAST I FOOT AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR SPLASH BLOCKS, AS PER 2017 FBC - R318.5. 25 - ALL ENVIRONMENTAL AIR EXHAUST SHALL TERMINATE NOT LESS THAN 3 FEET FROM OPERABLE OPENINGS AS PER 2017 FMC 501.2.1 GENERAL HVAC NOTES mommommomm NOTE: THE HEAT LOAD CALCULATIONS FOR THIS PROJECT WERE CALCULATED USING THE FOLLOWING GLAZING FENESTRATION DATA: U:0.96 SHGC:0.48 DRYER VENT 4" DUCE V.T.O REFRIGERANT LINES ON EXTERIOR OF BUILDING WALL TO BE PROTECTED irk% AHu2 Gut WITH METAL LINE CHASE. TO BE ENSURE UNRESTRICTED AIR 7"o PAINTED TO MATCH WALL. 31 z' (o SLOT z^ (u slur r' If FLOW FOR AT LEAST 5 FEET CFM s cFM 3a' (71 CFM r' 171 CFM ABOVE THE UNIT. M' (2) SLOT 1' 14" lit 111 CFM aa" 91s�orr' �,r 14"X12" NOTE: 491 CFM }Zp AHU1 C,N2 REFRIGERANT CIRCUIT ACCESS r---��---��--•.—��---2a 126 CFM PORTSQ �i ii PORTS SHALL BE FITTED WITH 14 X14 .-- .�• LOCKING - TYPE TAMPER - "—� RESISTANT CAPS TO PREVENT F-2 LL 36" (2) SLOT V UNAUTHORIZED ACCESS 171 CFM 68 CFM MIN 4 MIAMI - APPROVED TIE DOWN F-1 CLIPS INSTALLED AS PER PROVIDED SPIN COLLAR TYPICAL TO �I, " , „— ,.—� PRODUCT APPROVAL. FL OR STCBD R ��.._.�.---••-___.�.Z 4MAYNG NOT TO EXCEED ' �r , —Dom r���� +�" 5 WITH SAG NOT TO EXCEED + 1 1/2" MIN 1/2" OVER 5' INTERVAL • + I 4" CONCRETE SLAB 3" ABOVE ADJOINING FINISHED GRADE AS O PER FMC 304,10 AND 2 - BEYOND UNIT ON ALL SIDES 1 1/2" BAND CLAMP C.U. MOUNTING DETAIL DNS °"a FLEXIBLE DUCT SUPPORT PROPOSED HVAC FLOOR PLAN 1 SCALE: 1/4" = 1.0" REVISIONS REV # DATE CST COOLING SPECIALISTS, INC. 4400 CHARLOTTE ST. UNIT J, LAKE WORTH, FL 33461 PH:561-533-7164 WWW. CSICOOLINGSPECIALISTS.COM FLORIDA STATE LICENSE # CAC1816588 -Y as / _ { c+ I as cc "aa CYi• M 00 (n M W M W QLL Q s �u U V / >� 1--oI w z z Lf )a Lr)V) oz�� �1''� wo^ V Q I..L z OWNERSHIP AND USE OF THESE DOCUMENTS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF CSI COOLING SPECIALISTS, INC. WETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING FROM CSI COOLING SPECIALISTS, INC. EDUARDO HERNANDEZ FLORIDA STATE LICENSE # CAC1816588 DATE 12/01/2020 JOB# --- DRAWN: EDUARDO HDEZ SHEET M.� OF 1