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HomeMy WebLinkAboutREVISION 4-23-18.i r .s r r OFFICE USE ONLY: '7 DATE FILED: Li ` � ' � � PERMIT # � I � � J � 5 (P3 REVISION FEE: _ (i RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 'ON (772) 462.1553 APPLICATION FOR BUILDING PERMI E EVI PROJECT INFORMATION LOCATION/SITE ADDRESS: Lil UD 1 e�Z mil. q DETAILED DESCRIPTION OF PROJECT REVISIONS: ' CMV�.a�n. L 5-V G�lm MG � 1i66� '�'0 C lock- �-I- ridU Sec-.rrn . ego tea, ey Ww ieU is trn h�fed oh �r CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: �.R °L- �33Ob�IrJ ST. LUCIE CO CERT. #: 29,�)1g DO BUSINESS NAME: _Yt AV1tY (AMS lt,(,h�A Vi G- QUALIFIERS NAME: 30. -e e Z�YLIN ADDRESS: V140 C)AV catty rA - CITY: PI GVZG STATE: i ZIP: 34 1 q S PHONE (DAYTIME): Yl2 201 g1633 FAX: OWNER/BUILDER INFORMATION: NAME: e- '�h cxvY d -v3mI(l CC, pea6 ADDRESS: 40111 ZoymcKcifey� CITY: PIC-YCE STATE: -L ZIP: PHONE (DAYTIME: -1-12 E 2-3q 2. FAX: ARCHITECT/ENGINEER INFORMATION: NAME: 1 e Ck M 1 c ac ADDRESS: eCkp DIeWLWOLye, ftuC{ CITY: Q1 Ci'GC STATE: ZIP: PHONE (DAYTIME): -I-Q. Li toO -1-151 FAXI SLCCC: 9123109 Revised 06/30/17 File COPY APR 23 2018 Permitting Department St. Lucie County, FL ARCHITECT Architectonic Zo—B a -(0 F ►t* L 0 0 04 tA a I S { to `T CONCEALED FASiENEr .-, , . - ARE THE FIESP©t:5'1510 Ty + OF CONTRACTOR OF RECORD 'HESE PLANS AND ALL PROPOSED WOH, ARE SUBJECT TO ANY CORRECTIONS RF QUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT PEARSON RESIDENCE ST. LUCIE COUNTY, FLORIDA CONSULTANTS REGISTRATION REVISIONS NO. I DATE REVISION 11 F ° I' �tI15E® KEY PLAN / -717 -4.5 L.3 STF LVC.E OOTINTYa m,T iC: pf"st, REVIEWED;~O NCE REVIEN " ,D B DATE MO-i 7. 101s, PL X" -,gNtTT MUST BE KEPT OR . O E.\SPECTIO`v WILL BE YLADE. SHEET TITLE / SHEET NUMBER S C +, S i c VOL ss -L 6` l—\ v t l�Ica Z 3 Zr 3Z94 5, , File Cop - -- -------- PROJECT NUMBER DATE vr-w -t N9 #t 1 Ui t i? rEePK 1 It ARCHITECT PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT DESIGN MANUFACTURER MODEL# APPROVAL # IMPACT TYPE ATTACHMENT (METHOD ) PR URES PRESS ROOF GA GE D WO E) ZONE 1-2732 ZONE 2 -38.52 ZONE 3 -73.56 ZON 4-07.9 NE -59.75 FIELD -101 PERIMETER & CORNER 52 ` PETERSEN ALUMINU CORP. WAYNE D ON EDGE-LOC 24 GA. 8024,002,4 20 NOA# 17-1002.16 FL# N/A IMPACT #10-13 X 1" PANCAKE HEAD SCREWS TO PENETRATE THROUGH THE SHEATHING MIN. 3/16" @ 16" O.C. & 6.75" O.C. @ ZONE 2 & ZONE 3 3/8"X 3" LAG SCREWS @ MAX. 6" O.C., WITH 1" WASHER 1.0 MAI MAX. SP SCREWrPE" QP & 80 OM OF JAMB SHALL BE PLACED A MAX. 6" FROM THE END OF THE JAMB IMPACT #12 SMS @ 21.6" MAX. O.C., WITH A .80 MIN. EMBEDMENT AND 3/8" EDGE DISTANCE DOOR SGD ZONE 4 -47.9 ZONE 5 -S7.5 -6-0 PGT INDUSTRIES SDD SERIES NOA# 5570/277O VINYL 17-0420.06 IMPACT (4) 1/4" ULTRACON WITH A 13/4" MIN EMBEDMENT MULLION ZONE 4 -47.9 -52.5 PGT INDUSTRIES CLIPPED EXTRUDED" NOA# 16-0218.03 _ IMPACT 14" MAX. O.0 ; 6" ON CORNERS WITH A 1-1/4" MIN. EMBEDMENT, 2" MIN. CLEAANCE TO MASORY EDGE, 4" CLEANRANCE TO ADJACENT DOOR ZONE 4 -47.9 ZONE 5 -57.5 -55 PLASTPRO FIBERGLASS FL# DOOR 15197.2 ANCHOR -110 N/A PGT INDUSTRIES WEATHERLOCK SPECIALTY TILE & METAL 5500 PVC S.H. OWENS CORNING NOA# 16-0714.03 FL# 9777.7 IMPACT 3/16" STEEL U':TRACON @ 13-3/4" MAX. O.C., WITH 1-3/8" MIN. EMBEDMENT, AND 7/16" A /A 12: 1-1.4" GA. RINGS NK ROOFING NA THROUGH OPTIONALLY PRIMED 32 GA X 1-5/ TIN CAPS SPACED 12" O.C. THEN ROLLED WITH A MIN 75 IB. STEEL ROLLER WI DOW ROOF ZONE 4 47.9 ONE 5 -47.5 ZONE 1-27.72 ZONE 2 -38.52 ZONE 3 -73.56 IMPACT DIRECT APPL16 D OR 11 GA. ROOFING WAIL (0.121" SHANK X 0.371" HD X 1.75" LONG), RIBBED WATER HEAD OR EQUIVALENT (No 8 X SIDING ZONE 5 -57.5 -76 JAMES HARDIE BUILDING PRODUCTS HARDIE PLANK LAP" FL# SIDING 13192.2 f 1-5/8" LONG ): 0.375" HD). is LISTED FOR THIS STRUCTURE. THEACCEPTANCE OF THE E PRODUS AND UR R W AND APP R USE <<' ROC;" E SEA b4AEREON IS PR LYTO IN METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE 4u"ACTURER, E R'S`CtW4W*fft01rAN S NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. CONNECTOR SCHEDULE TRUSS ACTUAL SIMPSON coNNecTORls) FASTENERS TRUSS ID BEARING UPLIFT (GROUPED, CONNECTOR'S) UPLIFT DESIGN �1-:1Od POINT(S) WORST CASE) 1810## 1-1/ Z„ T01403 EACH (1) META 20 (2) META 20 2500# 12-16d ___ T04 1 BRG 2O01# (1) META 20 1810# 19. o-d x 1-1/2" 2N° BRG 1294# 1810# 9-10d - /X 1 1/X 1 1 2„ T05-T06 V BRG (1) META 20 TRUSS COMPANY 2ND BRG HANGER BY (2)HETA 20 2500# 12-i6d T07 1ST BRG 2319# HANGER BY TRUSS COMPANY 2ND BRG EACH HANGERBY M TRUSS COMPANY ________-r-------- 1810# 940d x 1"1!12„ t08 1ST BRG T09•T15 1155# (1) H ETA 20 RUSS COMPANY T1 --- 2NDBRG HANGER BY 1810# 9-10d x 1-1/2" T16-T24 EACH 656# META 20 i l - 1810# 9,10d x 1-1/2" 1ST & 2ND BRG T25-T28 487# (1) HETA 20 TRUSS COM/kPANY 3RD BRG HANGER BY 1810# ! 9-lOd x 1-1/2" T29-EACH 1223# (1) META 20 (1) HETA 20 1810� 9-10d _ KING ACK 1 BRG KINGJACK 743# (1) MTS 16 i0i}0# 14-10d 2ND BRG 591# (1) META 20 1810# 9-10d _ -- HIP JACKS 1ST BRG 157# TRUSS CC71APANY 2ND BRG NAILED PER (1) NITS 1� 1000# 14-10d VALLEY TRUSSES '8" O•C• 672# (1) MTS 1t 1000# 1410dx1-1/Y, PIGGY BACKS 48" O.C. 227# TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. BIiILDERS FIRST SOURCE, JOB # 1088869 TRUSS ENGINEERING TRUSS LAYOUT FOR TRUSS INFORMATION FOR GROUPED CATEGORIES. SEE MANUFACTURER'S DATED 10 14 2017 ALL LOADS REPRESENT WORST CAS LOADING TRUSS ID AND STRAPPING PLACEMENT. a,.C;, %- �L ROOF SHEATHING NAILING ZONE INFO. ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4� X LENGTH W/8d RING SHANK , -.a) 4" O.0 PERIMETER & 6" O.C. FIELD. ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD NOTEEk 19/32" CDX PLYWOOD SHEATHING 25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM.D226. N E: 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 INTERLOCIGNG. DRYWALL AND FURRING ATTACHMENT P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH I '/2" CASE HARD NAILS @ 8" O.C. V2" 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 1 1/8" 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" EMBEDMI?NT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOit FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH 1/4" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH 4 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 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. C r --- - o L I C rZ"14 0 !`f.. € .`9 Pr'F, 2XCfl IiCK w� 31 i� X Z{/Z� 1FtTr 7-2CCo 5Q0- lK Wi %Z"X 5 clz. o ZEv > cis vl1 Z' x Ile o } r _ r O goca.F bT7,u C_T u F r- Pw N trY a ,T'U>!:, 6z 2.4`b,G1 4 l?'O'Mom FL-.-FF- LINTEL SCHEDULE MANUFACTURER: CAST JETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L 1 2'1&; 6113# 4460# 8Fi6/1T-1B L 2 3'-6" 6113# ?rZ-`( 3547# ZZl4" 8F16/1T-18 L3 4'-0" 6113# 3079# 8F16/1T-1B L 4 4'-6" 6113# 1 OAq it 2724# 8F16/1T-18 L 5 5'-4" 5365# p 2290# 8F16/1T-1B L 6 5'SO" 4360# 2093# -� 8F16/1T-1B L 7 60•6" 3480# lam SF16/iT-SB L 8 7'-6" 26614 1634# 71 8F16/IT-1B L 9 9'-4" 18431t 1133# 8F16/iT-18 L 10 10'-6" 1S33# 914# 8Fi6/1T-18 Lit 11'4" 1366# 3 Zot*- 798# ^y 8F16/1T-1B L 12 12'-0" 1254# 723# 8F16/1T-18 L 13 IT-4" 1075# 606# 8Fi6/1T-18 L 14 14'-0" 1002# 559# 8Fi6/1T-1B L 15 14'-8" 1370# 519# 8F16/1T.10 L 16 15'-4" 1250# 485# 8F16/1T-18 L17 17'-4" 9S0# 490 k- 404# -5Z-a W 8Fi6/1T-1B L 18 19'-4" 7501t 347# BF16/1T-1B L 19 21'-4" 598# 306# 8F16/1T-1B L 20 22'4Y" 550# 295# SF16/1T-16 L21 24'-0" 45-0#-J 267# 8Fi6/1T-1B RECESSED LINTELS MANUFACTURER- CAST-CR'ETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 4'-4" 5206# 2635# 8F14/iT-18 RL-2 4'-6" 5206# 2525# 8F14/1T-1B RL-3 5'-8" 4567# 1960# 8F34/1T-16 RL-4 5'-10" 4242# 1900# 8F14/1T-18 RL-5 6'-8" 3120# (Q Q 1651# M /L} 8F14/1T-1B RL-6 7'-6" 2459# 1462# 8F14/ST-1B RL-7 9'-8" 1568# 113S# SF14/1T-1B NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. Caul. K( 1,:� hT�CCo t��T�.� Pe,.00� 1IJCn C C61.DCIie� 51.7oE-'C- 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 MINI %" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS YV MIN. I LLw r-) . Fi L_ 1_,.e a e CL-.L- i off-e",ye►tp" C�I��1�,LV C 0t-, o 4 Irl �11,= TyL-IC-4-\L_��LLlK1j DE'TAI'� CatiIfication for Qe1haln load Qmnliano 1, DESIGN CODE: Florida code 2014 Edition w/20-supplements using ASCE 7-10 2. Structure Design is: ?C Enclosed Partially Enclosed_Open Building 3. Risk Category: _.._I kil -III ___-IV Exposure Category: KB -C ___�. D Adjustment coefficient 4. Design Wind Velocity &� Tnph ASD - LRFD End Zone Width A ,ft. S. Mean Roof Height: _ V ft. Roof Pitch: (P:12 Parapet ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ �' MRH(worst case)) Zone 1: - 3= one 2: -!a-9 Zone 3: - 10442one 4 - ,k1,q Zone 5: 5?, �Garage:"P-4B 3� 7. Design Loads: Floor: '75 PSF Roof/Dead: < ```PSF Roof /Live �0PSF .Balcony: _----PSF Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF 8. Were Shear Walls Considered for Structure?., -^es _Not applicable Explain Why Not: Is A Continuous Load Path pr id ? ?Cyes_ Not applicable Explain Why Not: 10. Design Soil earing Pressure:2000 P STRUCT, URAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR # 2 GRADE OR BETTER WITH 1000 P.S.I. 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. MEN. REINFORCING S EL SHALL BE GRADE 60 OR BETTER 0" N. LAP. 3STEEL WITH 3 MI 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1.1/2" 1-1 2" 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 H E EN D SIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. 7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION 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. 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 CLAkSSEnCATION 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. 'FABLE M301.2(1) _ _ CL IMATlC AND GEOGRAPHIC DE510N ONTERIA ,04D DES13N I QR0.1N0: __ _. _� J 3E14M =' - ✓A'�AG; °FOM SNOW ASP-d*1r0P0g-aph)c DESVG': F.,,s, a - WINTER IBARRIER AIR MN DESIGNIQN UNDBi3l.AYM18NT FLOOD FREEZING ANNUAL LOAD (mph) 'effects' (NAB CAT )RYI ', th_Arit ,- _CB�th' TorMlIng TEMP' AE OUIREDh HAZARD89 INDEX' TEMPI NA See Mg. R3C 2(A) lr. � lgible �NI� � Vary IL���� --_ l _ F1eav NA NA NA SV1-r- Pey 1 te �LF3�sk- cal, E Fiu..E-�> W/ 3�04-1:) C�)�- + U {...LTA' L.:!5 65: L-4 u IL- t- +e; L. - �I� j�x I l:�l �� �,.•i�- I�L..r�a � 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 PEARSON RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION OF Fto GH LJS AR4689 FD AR MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 1 Z%t jt F--EUIW KEY PLAN SHEET TITLE / SHEET NUMBER r e, PROJECT NUMBER ' `7 DATE 51701f7 �t ;Ile C01po-'M,7' *PC *P �AKe