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Home My WebLink AboutREVISION 6-21-13L OFFICE USE ONLY: �r� 4�C�lU,tr.'— DATE FILED: qP A\ � 3 °� �� PERMIT #, S REVISIONFEE: 60.00 RECEIPT# T-Salic St. Lud'a Gu ' PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS A PROJECT INFORMATION 1. LOCATIOADDRESS: SITE 1040 t 1l) i'lyruj I A! 1. ie F ` 2. DETAILED DESCRIPTION OF PROJECT 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: S . LU14VIE COU-b';W CRT. #: BUSINESS NAME: eI/3 =1—Vl QUALIFIERS NAME: ADDRESS: -0j CITY: STA : PHONE (DAYTIME): FAX: J 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: 7.m• PHONE (DAYTI SLCCC: 9/23109 Revised 04/26/2010 4" concrete slab with fibermesh OR 6"x6" 1:10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill /45 bar cont; v__ , _ (2) tt5 bars con'. bottom steel DETAIL AT GARAGE STEFDOWN Scale: 3/4" = 1'-0" 1:5 bar vert. w/ 30" overlap I' SEE TYPICAL at each filled cell __`ECTIONS I i p 6 4" concrete slab with fibermesh OR 0 I" recess for i CxC UIO/10 WWM on 10 and Visqueen ovem- waterproofing at slab II clean compacted termite treated fill -- - I -i 16"w x 16"d concrete monolithic I footing with (2) 45 bars Cont. and tt5 transverse bars at 32 J F-16 FOOTING DETAIL SCALE 1/2" = l'-o" Termite Protection for New Construction as per F.B.C. 18l�.1 CONTRACTOR TO REFERENCE F.B.C. BUILDING 1816.1 FOR FURTHUR REQUIREMENT Soil treatment used for subterrarear, termite prevention inside the foundation perimeter shall be done after all I excavation, backfiiling and compaction is complete. If soil area is disturbed after initial chemical soil treatment, area shall be re -treated with a chemical soil treatment including spaces boxed or framed. o_ Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around piping penetrating concrete slab on grade floors shall not be of cellulose -containing materials and shall have a min, wall thickness of 0.010" and shall be sealed within the slab using a noncorrosive clamping device to eliminate the annular space between pipe and sleeve. NO TERMICIDES shall be applied inside the sleeve per FBC Plumbing 305.1.2 FOUND,4TION FLAN 1�� J 0) Thicken edge to 8"x8^ Filled Cell Masonry Column With One. Filled Cell Masonry Column With On.e with concrete and 45 From Footing To Beam. I 45 -Irom Footing To Beam Each. one 45 bar continuous Conc. Fill To Be 3000 PSI Cond:. Fill To Be 3000 PSI 4" concrete slab with fibermesh OR cxc ul0/10 WWM on 10 mil Visqueen over See Floor Plan For Location See.:Floor Plan For Location7,1 clean compacted termite treated fill n� GRADE J I; E � N DETAIL.. AT REAR SLAB Single Filled Cell Column Double Felled Cell Column F-42 SCALE I/2" _ I'-O" RV NTS . NTS o 8q'-4" U rn - - H.B. ----- — - H,BU c 1O o .-- „ o — — n > u > ___--__- EL I a n o 0 0 o n o e 11 (°i ("-� 01 1 I i� I I —I i'P I- _ _ 115 Tall Wall below - o - - - - - 1 i n u --� - --- ---n -n I I — 1------------------�— I—I—I—O ( l„I 1 -�I11 r 1 ------ ---- -- ------------- ---------- 2 0 'REF I T O F - l6 Recess for 1 I O I l I_ N F -12 over I I- N m vz-- — - �rn L lD 1F—I% 2'- 8 - -- -- -- --- vi l7 cV(D _ I I T - 8 6"x " UIOcolOtact M on 6 mill treated over F - I 1 „! •- v I j �_ p q I o� 4" tepl � J N =- I � <� SLOPE �� - 1 - F-2� F-24 F-I - 1----------------------- _ d r------�--------------- ----------------------- 1 ----- -- - I F 2 �t I I Interior Bearing Wall. X ---- i I--- 34-4. I nterior Bea,Wall --------------- --------------------'—°LL— nI o� Step i -�I toN ° QsI� rF-42 I. 1 ----- v Int !or 8.��'I r'nq w; ----- i 1=------------- --- - <I ,ANNEC I� -1 n F 6": 4"• Step � I ' jT-8 I 4" concrete slab with flbermesh OR A.H.u. k U 5r 1 6"x6" #10/10 WWM on 6 mil Visqueen over 1 Sr. LUCIECOUNry I BUILDING DIVISION I clean compacted termite treated fill _a ` 1 REVIEWED Thicken footing at corner l p _ _ as shown for uplift from F - I 3,_0•• 2 -4' - --------- -. - - -. - pEVIE%PL_A_'ft;N!-S�;A;N0 Ee P Nee 1 beam above with #5 bars 1 Q at 8" O.C. max spacing - I W.H. I PERMIT I J MUST BE KEPT ON JOB OR L P E 2 I NO INSPECTION WILL 8E MgDE I r n I I I n ) r 1 - - - - - - - - - b' concrete slab #10/10 WWMWion .6fibermesh l Visqueen over e(ii j F-30 _il clean compacted termite treated fill - J 4" concrete -slab with fibermesh OR r (' 6"xb" WO/10:. WWM on b mfl Visqueen over, I u- -I I (2) #5 bars a' Top - q I t� 5e` EIS=ctrlc C', '` clean compacted: termite treated fall l vert. here o -I 1 micro 4bov_ :�_ - I U_ Fan thru wall - I o \ WASHE=1 Recess for _ _4 F I� \ -IUD>nwashrr' OR YER�—_ Shower 'r -. - --.--. i - __ F 16 N -- -- -- ----- r---------. --- - -- --- -- -- - ---I G `u PJ —._I __ —e o 7 i'_RE VISION I I 'C_I, LI Ir_.I .'-��i; _ `�I ru _ I" �I I (� l�l 1 1 I 1 n l I 1- r. 73 � �� I a 1 I i 1 , I I I u o 0 0 o c 2'— GI,. FOUNDATION NOTES: SCALE: 1/' " = 1'-0" I. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I Z�5 bar vert. at 32 o.c. max. Provide (1) filled cell on each side of openings a/II'`'�� 'to 5'-II" wide Provide (2) filled cells on each side of openings from �1 to 91-11#1 and Frovide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. -Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey -. Form Board Survey to be provided to Truss Company prior to truss construction Contractor to provide for soil test prior to construction and provide a copy of Soil test to architect for review prior to construction S. ALL Reinforcing steel shall be grade �O, meeting ASTM 4-1� and A-35 specifications. ALL Anchors to be A-30 steel. 9, Provide a minimum of 311 concrete protection at f�otings and -1/2" concrete protection at beams for ALL reinforcing bars. 10. Contractor to provide the Architect With truss Shop drawings including ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATION WORK for strap_ and footing size verification. Exterior face of wall—1 84'-3" A! tach door to block wall with 1/4" dia. x 3" tap -cons with. min. 1 1/2" penetration at 12" o.c: max ' - - max from each corner thru. Suck k 2 aides il header Deta11 at Exterior Doors NTS Attach window to block wall with 1/4" die. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max and b" o.c. max from each corner thru I" x 4" PT Buck Exterior face Of wall -� '�I"x4" P.T. Buck Detail at UJlndows 2 sides 8 header, NTS H B' A �C Q- N zv m �O QJ Q �Q .� — �� ao m N Cam( �o C OD OD E (a i oQ o 00 oro ca # 1 aN(N N0, r r- r- ro 07 U W r- i r 0j o c LLL �Q iL v m Sheet OF t Comm #