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HomeMy WebLinkAboutRevisions; Added Three outlets & Move electrical panelOFFICE USE ONLY: G - a -I a Q�lJ S 3'1 DATE FILED:. > PERMIT # U REVISION FEE: RECEIPT # S Cl PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVE© 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 MAR 2 5 2011 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS Permitting ospartment St, Lucia CQUOY PROJECT INFORMATION e rY n t i aoa S' 33'1 LOCATION/SITE Y ADDRESS: Ae DETAILED DESCRIPTION OF PROJECT REVISIONS: �G"eL- God F-bm one SrAe 64� '6w I_c jn Fa oa-t.er Ssl- CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: 1 6'4D 0 3 b 2-1 ST. LUCIE CO CERT. #: BUSINESS NAME: DTG-a -Atvsto X06 QUALIFIERS NAME: n7j r c R,,.../ Ii r F ra n L r se u ADDRESS: ot4U (J)neSol"te of-lt ale-"L- CITY: �_-T Q iY STATE: eL- ZIP: 3 yN 4Sr PHONE(DAYTIME):2 aoi '77q"-/ FAX: OWNER/BUILDER INFORMATION: NAME: l%etL j4 eGvi )l'L ADDRESS: !� (rrutiro Oak A-,v CITY: %1 \�_ STATE: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: ZIP: NAME: ffrP)i4e44-ci.`c 3v L- ADDRESS: $o6 17rCew�.cv c CITY: _ rr 9�i,,,,t STATE: ZIP: 3 y9rD PHONE (DAYTIME): 7L_1e6o -770 FAX. SLCCC: 9123109 4K Revised 06130117 GO PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL#. GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES (WORST CASE) GARAGE DOOR -26 -44 DAB DOOR STEEL SECTIONAL NOA# IMPACT (3)5/16"X1-5/8" LAG SCREWS PER BRACKET @12" COMPANY, INC. 17-0919.11 O.C. WITH 1-1/4" MIN. EMBEDMENT DOOR ZONE 3-28 -50 PLASTPRO SERIES 0 FL# IMPACT K" ITW @ 14" MAX. O.C. JAMBS, 6" TYPE FROM EACH ZONE 4-34 FIBERGLASS 15210.4 CORNER WITH I-1/4" MIN. EMEEDMENT AND 2-1/2" DISTANCE FROM EDGE METAL ROOF ZONE 1-24 -150 ENGLERT, INC. 1101 FL# N/A #10 X Y' PANCAKE -HEAD SCREWS @ 6" O.C. WITH 3/16" ZONE 2-40 1169&.6 MIN EMBEDMENT ZONE 3-60 .ROOF ZONE 1-24 -90 POLYGLASS USA, INC. POLYSTICK TU FL# N/A PEEL AND STICK (SELF -ADHERED) ZONE 2.40 PLUS 5259.1 ZONE 3-60 THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE 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. CONNECTOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSSACTUAL UPLIFT (GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A-GRA EACH 1377# (1) HETA 20 1810# (9) 10dx1.1/2" KING JACK Ig' BRG 743# 1) HETA 20 1810# J9 lOdxl-1/2" ZNN BRG 591# 1) NITS 16 990# 14) 10dxl-1/2" HIP JACKS I" BRG 157# (1) HETA 20 3810# (9) SDdx1.1/2" 2N° BRG NAILED PER TRUSS COMPANY TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. CHAMBERS TRUSS, JOB # MELVILLE GARAGE 76893 TRUSS ENGINEERING DATED 7/30/2020. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'STRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. 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. 1-314" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES WI A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS'/;' MIN. lJo'TC.t Tot^ AD ptTto t-.a rZ C_ 1 Mai to `�'EE T�C\'1CP L- KI PLL SEC( IoN iF ml E f'LAtiN s IG G h� S L V of J Ihot+41+ r sP_ArQ ®UIE-'i bVe."Cp 1P�PUlR it Z7c 4 nX" SAC II.J��-- G.P.\DEG ` \ ROOF SHEATHING NAILING ZONE INFO. ZONEPI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4` X LENGTH W/8d RING SHANK @ 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 NOTES: - 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. 'f'oeSlol..t �t_oetc. �/ I/tK5r/z' �5bL4EAS> _ of a' I Prt Zxca 15LW-K• La/ 01 PIT,-4x& SUCK w/ '/z"X5%zu Io I !o ° G��.�� t7oacz.. �I✓� �a..� a �-zn.l � rLrs A. UFACTURER:CAST-CRETE _ SAFE APPLIED SAFE :APPLIED COMPOSITE GRAVITY GRAVITY UPLIFT ` ` UPLIFT BEAM LOAD. LOAD LOAD -LOAD LINTEL NO. L NGTH L1 210" 89741t --- 70340 8F24/1T-1B L2 3 6"�- 8974# 5591# SF24/1T-18 L3 ` 4 -0' 8975p 4853# 8F24/17-1B L4 4 -6" 1 8672# - 4292# 8F24/iT-18 L5 5-4" -. 7342q 3607# 8F24/1T-1B L 6 5 10" 60364 3295# �- 8F24 1T-1B L7� 6.6' +-... - 8360# : 2959p _ 8F24/lT-1B _ Le L9 7.6. 9-4" _ I '. 568 348.6#. ! _ ZS71N 1811# 8F24/1T-LB 8F24/3T-SB L10 1 -6 2781# - 1458# SF24/1T.IB Lil 1 '-4" Mill 1272# ---- 8F24/1T-1B L 12 1 '-0" 2193# 1151# 8F24/1T-1R 962# L14 1 '-0" 1697q - _ 8870 _8F24/1T-1B SF24/1T-18 L 15 1 '-8" 2245q q 823 __ -- 8F24/1T-1R L16 1 4 �- 2058# 767# 8F24/1T-10 _ L17 L 18.. 1 1 -4" `. -4" 1609# 1262q _ +71'Lq }� 637#-.-�- 5464 n __ BF24/1T-1B 8F24/1T48 -. CEIIE N LS MAN FA_ ) RE :.CAST-C ETE - �- LINTEL LE GTH SAFEAPPLIED SAFE APPLIED COMPOSITE NO. GRAVITY GRAVITY UPLIFT UPLIFT REAM LOAD_ LOAD LOAD LOAD RL-3 4'- " BO60d 4409# - BdG 8F2Z/1T-1B STRUCTURAL NOTES 1. STRUCTURAL LUMBER TO BE HEWFIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. Certification for Design Load Com ce 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND 1. DESIGN CODE: Flofida,i44 LIff,MT•J,ItF1„00de 2017 Edition w/20supplements Using ASCE 7-10 FOOTINGS TO 2600 P.S.I. MIN. 2. Structure Design Is: Enclosed _„g Partially Enclosed Open Building 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30' MIN. LAP 3. Risk Category: _I II - III __IV Exposure Category: >L,B _C yD Adjustment coefficient L 10 4. Design Wind Velocity )4OD,mph _/1SD _LRFD End Zone Width � ft. 4. CONCRETE COVER OVER REINFORCING STEEL: f H R Me an ean ooei Height: FOOTINGS 3" 59 .L%ft. Roof Pitch: CO ;12 Parapet_ft. BEAMS 1-1/2, 6. Components 8 Cladding Design Pressure used: (PSF, based on Actual sq, ft. 9 b 19 'MRH (vrorst case) COLUMNS 1-112^ Zone is-Z•A Zone 2:- AO Zone 3:- 60 Zone 4:• Zone 5:•'.S�t Garage:'ZZ<G 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 95% 7. Design Goads: Floor: a MODIFIED PROCTOR DENSITY. 9 `J_� PEP Roof/Dead: 1� PSF Roof/Live ,�- PSF BaIrony: _PSF 8. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND Dock: _PSF Deck: -_ PSF Stairs: _ P�✓SSFF Fence: �- PSF Railing;. _ PSF FORCES PER THE FLORIDA BUILDING CODE - 8. .Were Shear Walls Considered for Structure? Kyes _Not Applicable Explain Why Not: 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.', 8. le a Continuous Load Path provided7„- YeS _Not applicable Explain Why Not: 10. Minimum soil bearing pressure 2000 P,S.F. O HAVE 4"MINIMUM NIMUM BEARING. SEE LINTEL SCHEDULE FOR E. PRECAST/PRESTRESSED CONCRETE LINTELS T I ADDITIONAL INFORMATION, 9 MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 602/ACI 530.0/ASCE6 RECEIVED 10 FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT, MAR 2 5 1071 11, ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA BUILDING CODE. 'Permitting p2Partment "NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM SC Lucie Count'/ Z-MAX COATING OR BETTER. L&&.v7 CA -Le, q oa 6,F G AX "5"o tfA, oI (+ BLS%I Sr e C. h� t�4 Mt9C, l0000 4A DOOR AND WINDOW BUCK FASTENING i X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT RL!VIEW AFFIDAVIT WITH A MIN. OF 1-1/4" EMBEDME T INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR f ACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATIACHED WITH 1%0 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 MINIM JM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR F ACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS �v V--D cue T?>TAL_ it 11'a'a50 1!A )Ao50 IN 3"C. W4f, +OOA 6W[C'E" QOOA, (T"Oh�-U� FU'INQ� eE$IGGNG6i M hLhIA+ q"Poe a�>uNP SE �.Uf t% 4fr rev Of L1NF'ffLGAY 1'•'L Ir-N`t- of E� 1, Ao Lfi t F-< ✓ ad 0 Fez) AI LtAr­O zo SP�I*Y zoL"��pE-TAIL 14# .a+suC.d*.T. 3)tytPgoJ J H� rw. Z-o I lorz .. %j("CJ°�Qil tJCe 5C N�pL9. L.Tc- r R.� Pt+41� PL..Kuaraal? .Let_*, / Gil DfsC ?�d3dN9� 6*�1 0.xr- I'II OW- P'wC'o m �F-+�� � � � v .�.-r� to F. a .•�, r rn 1 C.6,4., ram. tom„ (ar7YiAZ rArC FPor)r ---_____- UYA L4 - g w/ a� 5 'Fr�•Q-. 1� F I c. l.E.p P-ttr l I e6.1-t- fob PG.ArJ 5-T-ILL 0- v- T 1NSIpt^ o� l ,. d 141 P)oc s •tear ae� tKU,1r4 - •T�rpL L. Fac�R'tJ..� t� S Cp/aT, �v 1.-- Ora 6, wIt"'r 30A. moor- 7 Pls'TtF ,FV. pv�f� 4 lvf� I OMEN wavRaft 0 7 ) �•1-Ta f �Cc3r�cr��•r+v ARCHITECT Architectonic Inc 806 DELAWARE AVENUE PORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTO NICINC.CO M STATE REG # AA26003348 COPYRIGHT 2020 PROJECT MELVILLE GARAGE ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION OF FL.O �P �r✓t{AEL J Sr ' AR968 ~ U R D MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION 1 a/zA/sf r/t� I KEY PLAN i I SHEET TITLE / SHEET NUMBER NUMBER IPROJECT DATE y/q//ee 8�h(7Azo