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HomeMy WebLinkAboutConstruction PlansARCHITECT izl�t+`t" St�E ELF �/1—Ic>I� LF-Fr `JtDiu-- SLF.ylki ror,-� .14n r I I 7-� i - I �Ig�Kfil.A�iS 4 H1NCnL6•j PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN TYPE CASE) PRESSURES WINDOW ZONE 4-20 -65 SILVERUNE SH VS SERIES FL# NOW 3j16"TAPCON5�12S0"MAX O.C., 6.25"ON ZONE 5 -34 BUILDING 70 14911 IMPACT CORNERS WITH A 1.W MIN. EMBEDMENT AND 1.75" PRODUCTS CORP. DISTANCE TO EDGE DOOR ZONE 4-28 .55 MASOMTE WOOD EDGE FL # NON- %" TAPCONS @ 5.5" MAX O.C., 3" ON CORNERS WITH ZONE 5-34 STEEL DOOR 17798.1 IMPACT 6" AND 3" CENTER CLUSTERS ROOF ZONE 144 N/A GAF TIMERUNE NOA# N/A (6) 3J8" DIA. ROOFING NAIL PER SHINGLE ZONE 2-40 SHINGLES 164)811.11 ZONE 3-60 SHUTTERS ZONE 4-28 -58 EASTERN METAL BERTHA ALUM. FL# IMPACT Yv" TAPCONS @ 1Z" MAX O.C. PANEL ATTACHMENT TO ZONE 5 -34 SUPPLY STORM PANELS 12964.1 MOUNTING HARDWARE OF DIRECT MOUNTING WITH 1-3/4" MIN. EMBEDMENT AND 1' MIN. EDGE DISTANCE m vrvr., 1U1. n."tVVKntV¢wAINUArrnUVAirun Uot Ur PKVUULq LiDItVtun IHD>IRULIURt. I Ht ALLhPIANLI, OF I 1­11,56 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 FORTHESE PRODUCTS. 5L tq 0 \/& Qa( FIC o® Tz'�' Certification for Design Load Compliance 1. DESIGN CODE: Florida 9"fPSn+r/Al— code 2017 Edition w/20_ supplements using ASCE 7.10 2. Structure Design is: x Enclosed Partially Enclosed —Open Building 3. Risk Category: _I K 11 _III _p IV Exposure Category: Z-CY6 _C _D Adjustment coefficient 1 4. Design Wind Velocity i60 mph TASD LRFD End Zone Width ft. 5. Mean Roof Height: �R. Roof Pitch: 5 :12 Parapet_R. 6. Components &Cladding Design Pressure used: (PSF, based on Actual sq. R. @ 'MRH (worst case) Zone 1:460 Zone 2:- AD Zone 3:-((PDZ',onne 4:-� Zone 5:- 3A- Garage: "MN 7. Design Loads: Floor: 75' PSF Roof/Dead: �6PSF Roof/Live 30 PSF Balcony: _PSF Dock: _PSF Deck: _ PSF Stairs: ,-_ PSF Fence: PSF Railing: _ PSF 8. Were Shear Walls Considered for Structure? L Yes _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided?),'-�' Yes _Not applicable Explain Why Not: STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BEHEM-FIR #2 GRADE OR BETTER WITH 1000 FAA. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30' MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3° BEAMS 1.1P2" COLUMNS 1-1/2" 6. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 96% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES, B. PRECASTIPRESTRESSED CONCRETE LINTELS TO HAVE 6' MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION, 9. FOR METHOD OF ATTACHEMENT OF DOORS a 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. rvlT 'VAO<'F w LiJjbl.-F . ., Fit F�e>,wnHlr lw 4L..F-G- q'tA .OIL e 1rvTe t;XISTl nt rp. �`� 4E.i IN ER�X`f @ 2lfop C I FILECOPY • \� �r � ism 1./�` M� C� Et�tiTWCo �.(AL.Gl� t'b �EMA:rN IT�T'l �e-e>Po�s� co►�e��r� s�'wck- Pi�o iFiausg I�[ -o q;� REVIEWED 0QDE (,0 ; Ira „ sT L GIL c;u: Bocc 1 Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT FEDYNIK FIRE RECONSTRUCTION ST. LUCIE COUNTY, FLORIDA CLIENT 1 CONSULTANTS 1 REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS T nnTr, KEY PLAN r0 C" E r LLI ti W 0 U o LU " u Q u V1 SHEET TITLE! SHEET NUMBER or Z PROJECT NUMBER ,S b DATE ' (1).0 t3 Th661 PEern r 7 ARCHITECT Architectonic In CONNECTOR SCHEDULE TRUSS ID BEARING TRUSS ACTUAL SIMPSON CONNECTOR(S) FASTENERS POINT(S) UPLIFT(GROUP#D, CONNECTORS) UPLIFT DESIGN WORST CASE A-ATS EACH 386# HTSM 16 1110# 8.10d NAILS & 4.1/4" X 2.11V TITENS B 1" BRIG 376# HTSM 16 1110# 8.10d NAILS & 4.11V X 2.1/4" TITENS 2N0 BRIG 287# (1) MIS 16 100011 14.10dx1-1/2" GRA EACH SIG# HTSM 16 1110# 8.10d NAILS & 4.1/4" X 24/4„ TITENS GRB 1d BRG 746# HTSM 16 1110# 8-10d NAILS & 4.1/4" X 2.1/4" TITENS 2"d BRG 653# (1) MT519 10D0# 14.10dx1-1/2" GRP 1v & 2NO BRG 8341J i MTS 16 1000# 14.10dx1-1/2" 3PD BRG 511# HTSM 16 111PR 8.10d NAILS & 4.1/4" X 241V TITENS P IV & 2N° BRIG $950 (1) NITS 16 1000# 14-10dx1-1/2" 3RD BRG 291# HTSM 16 11100 8.10d NAILS & 4.114" X 24/4" TITENS KING JACK 1ST 8RG 743# (1)HETA 20 1810# 9.1061.1/2" 2ND BRG 591# (1)MTS 16 1000# 14.10dxi-1/2" HIP JACKS 1ST BRG 157# (1)HETA 20 18100 9-20dxl-1/r 2N0 BRG NAILED PER TRUSS COMPANY VALLEY TRUSSES 48" O.C. 672# 1 (1)MTS 16 1 1000# 14-10dx1.1/2" TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. CHAMBERS TRUSS, JOB #057462-FEDYNIK.TRUSS ENGINEERING DATED 4/i6/2019. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. L31r( ©r" i F"u ,2-F LINTEL. FA TC4 I05p: �,HoP pWah, 6,09-460ATEP i''`)PTN, ��� TvM 7P�G-K, PDump Come, d IL.L. 1o/ I W5 rAe 0z PY6 _CAhT 9.ILt_ i C 5TLUCLO SINGLE POLE SWITCH 3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET MOTOR OUTLET WALL MOUNT LTG. FIXTURE 4IF1 GROUND FAULT PROTECTION 7 PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO CABLE TELEVISION OUTLET WP WEATHER PROOF 7O� RECESSED ..FIXTURE CEILING MOUNT FIXTURE 50 SMOKE DETECTORS 0— DOORBELL C "1 CHIMES 3$ 3/O -TH". IN L"C, E1-6GT. SEwICE O EY` 1`1 Izo /z4 Id - A. tvc. C.U. Gq�p N TS DRYWALL AND FURRING ATTACHMENT P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH I 'W' CASE HARD NAILS @ 8" O.C. '/2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 5/8" DRYWALL FASTENED TO FURRING WITH 11/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. DOOR AND WINDOW BUCK FASTENING 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH '/," X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. uNTELscHEDutE - MANUFA RER: T-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L1 2'10" 6113# 4460# 8F16/1T-10 L2 V-6" 6113# 3547# SF16/1740 L3 4--v 6113# 3079# SF16/IT-18 L4 4'-W 6113# 2720 q-//o SF16/1T-1B CXUL VI k: 5T'4 CO ELECTRICAL LOAD CALCULATIONS 1112 SQ. FEET 3 VA 3336 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 1 REFRIGERATOR 1200 VA 1 DISHWASHER 1200 VA 1 LAUNDRY 1500 VA 1 RANGE 12000 VA 1 DRYER 5000 VA 1 MINI SEWER 2500 VA 1 WATER HEATER 4500 VA 1 POOL EQUIPMENT 2500 VA 1 MISCELLANEOUS 5000 VA TOTAL 41736 VA FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% 12694 VA AC / HEAT @ 100 % 12000 VA TOTAL 34694 VA 34694 145 AMPS 240 PROVIDE 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT R.0 h 4L� E PoxY (S Ec F'LOO e- pl +J ) �Jk� �o,,.sTer.�uou5 �- 3/4-" K-lC.�p •w�9u�MkT rvsJ F I L-- (-- tI,_3 ��- -IF, '2'7" L C la_ C au 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 p- Z� �' F: 772 460 4244 W W W.ARCHITECTONICINC.COM P-z �RlaC'a / ra�� z - STATEREG#AA26003348 V� COPYRIGHT 2017 PROJECT ROOF SHEATHING NAILING ZONE INFO. ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, F E DY N I K ZONE P2 4` X LENGTH W/&I RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD. ZONE P3 5' X TO HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD. FIRE R E CO NSTR U CTI O N TE- ST. LUCIE COUNTY, FLORID 19/32"CDX PLYWOOD SHEATHING 25' - O" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM D226. TES: 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. CLIENT 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 4,50. CONSULTANTS FOAM BLOCK INSULATION SHALL. HAVE A FLAW SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. I (WO 1�s�oF src u c_r u lz — Sul/Iz-� I�1r�ts- 1 ti I; ol-c,vvowr 4 To? C't-AT"G �E�T�V ALUM. �FEIT �--- cV FG. f3P7T It�y1LAT1 (��30� A 6TUA5 KP Z.A'OrC, II I �Z> GDI�G. ESEJ�Nj- K �ljli ik 5w-I (ac Uv� �fLL�faGtzl.L QT;f'GAEs Botkoi! �I -L1.�T L�! tTL L�/(I)'a BAD -l..t 1 4 BoTtoM kFuwrp y�I6lplild-WL.A.Tio LI J&4 _ I; 4✓-("(? I Ica I b o. c. C �- 5.) I-��1.} , Ns 5> I r�--r `ritAa�Ca r-LOO (C L L EI7 Ca M hJ,llv'Tc1 � + , ; /h'�Jw1to G31vT- b fU �r�OY'-Y r nw „:�.a r:..r- �Illlill�ll�llll�i REGISTRATION KEY PLAN SHEET TITLE / SHEET NUMBER �2o t= PROJECT NUMBER ? \ fb k 0 6 DATE 111157h$ 541 7 2uh5/� I p P L r