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HomeMy WebLinkAboutRevisions; Change Manufacturer of Windows & Swing, Add Hurricane shutter to back pationOFFICE USE ONLY: DATE FILED: REVISION FEE: PLANNING & BUILDING & LOCATION/SITE ADDRESS;. - DETAILED DESCRIPTION OF PERMIT# RECEIPT # VELOPMENT SERVICES IE REGULATION DIVISION 300 VIRGINIA AVENUE T PIERCE, FL 34982.5652 (772)462.1553 FOR BUILDING PERMIT REVISIONS CT INFORMATION CONTRACTOR INFORMATION: STATE of FL REG./CE #n x� Q BUSINESS NAME: QUALIFIERS NAME: v ADDRESS: CITY: L STATE:, I PHONE (DAYTIME):77) 'rlJ / li Gin. IM.lul_is I:\10JAP .$l CITY: ST PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: NAME: / ! // ADDRES : G CITY: S PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 TE: TATE: ST. LUCIE CO CERT. #: ZIP: FAX: fIm FAX: ZIP: ZIP: i N :� N zV m U 0 R " 0 I I I I I I I o I 1 I � I N I , I � o i L-2 a0 N I I I I 8�1 0 0 Column Key Climatic & Geographic Design Criteria Building Code Design Loads CONTRACTOR TO VERIFY ALL INDOW, DOOR, AND MASONRY OPENING SIZES Weathering: Negligible Termite Area: Very Heavy Roof Live Load: 20.0 p.s.f. PRIOR TO ORDERING WINDOWS ND Grout Filled CMU Cell 6th Edition Florida Building Code: Residential Floor Live Load: 40.0 p.s.f. DOORS. 0 ,' with (1) #5 Vert. Reber Flame Spread Index & Smoke Developed Index 2014 National Electric Code NFPA 70 Wind Speed: 160 MPH Insulation Flame Spread: Not to exceed 25 Wind Importance Factor: 1.0 Grout Filled CMU Cell Insulation Smoke Developed Index: Not to exceed 450 Building Category: II SCOpB Of Work Wind Exposure: C Walt Finishes: Not greater than 200 P CeilingFinishes: Not greater than 200 Internal Pressure Coefficent: .18 New one level CBS single family Structure Designed: Enclosed residence Soil bearing capacity: 2000 p.s.f. 85'-0" 24'-4" 5'-0" 15'-4' 24'-0" 16'-4„ 23'-8"" 2'-6 10'-4- 2'-6" 4'-8' 14`-8,, 4'-8" 2'-6" 9'-4„ 4, 6„ H35 L-3 L-3 H35 H35 FL-3 H35 s.h. s.h. s.h. s.h. n O L-3 14'-0„ 8„ 16' 1 fi" 8" 12'-8" 2'- " 1 H35 Bdrm. 3 10'-0 Ceiling HB o Master Bdrm. A000rdian Shutter o10 Installed along porch 10'-0" Ceiling 0 0 pOp ----- ��0 5080 p N L-6 N Gas' Whole' ' 2880 2880 House French French Generator L-4 Gas Tz nkless o BBQ Porch 0 Grille ' 10'-0" Cing. 00 00 Water eater co N 00 Area from F.F.E. o� N 00 36" x,60' ❑• 011 1K FETub Unit o''❑ p © p in Deck Utility Equipment o Pantry RAG. I 00; o a.h. �O�p 0 d'' 24'" Barn � i i . v 2080 2880 2680 Door o co I Pocket N L-5 0 io water t line) iT ------ 10080S.G.D. Mah. 1� 28 0 6080 I v Ref. .RAG. in HB2'-4" 12"" 4'-0"" 2'L4" ° 3'-6"' 3'-0"" 1'-8"' o, 18'-7" eo I 1 V-9"" 3'-8"' T 4 N M . I i'7 Header w • I, F I ;-. M —I 1 bt YF+.a`A,A1'S' a: fi? F� �� ..wV`�' tx .f44.171P p L-3 O 2 x 4 Frame Bdrm. 2 (� ExhRangi ood dw I Wall 34.5" 'v Temp. Glass a.r] Tall 10'-0"' Ceiling I,. H33 on44"Tall Q --J I v I N s.h. 4 Walls 'm I I O c, r 00 i I I Area Tabulation Living: 1910 Carport: 648 Porch: 296 Entry: 704LU Utility Equip. 97 L. O z d a Total: 3655 rn ai bu0 LU Total Cubic Volume: 17,408.9 c.f. a co r N —► i N ZLU d v Q L J Lu aol Equip. _ovation '4) VJ it i WLO ~ 04 co .M, U Z,. N ty W Q co cCIO II cc I j d II � o Carport 2s8o N I ❑ i i Great ROOrn N p A.Q. Cord. or 10'-0 Ceiling from F.F.EI Q O N I I 10'-0- Ceiling Pre Fab. Wood L7 0 .. 0 concrete pads 10'-0,,. ^ Burning F.P. unit F.P. L . Model to be selected 25 's.h.tjCing. `) by owner N L-7 Egress I -10 Header I I i Kitchen i I N Q at 108-1 1 t 10'-0" Ceiling 'v H35 I LL of 11 s.h. 23'-8„ co 5,_8,, Srr Lnd. French ❑ L-3 Lu bO i a r-- 7 5080 1 `v U C, 0 8" 4'-2"" 5'�6"' 1 22'-2"" 8'-10"' I 0 LL L❑ ❑ ❑❑ 48""Tall I ❑ L-16 i W J ❑ Wall I I 22.5" x 36"" ch `? w I (0 C 36' Tall Railing 1 -- Attic Access ao Sitting y 0 with Verticals I ------ Y3 at 4"o.c. max. " Ceiling s.h. v I y(n 06 J� + Nit LV ----------— ❑o 0---- O O fl O a o la O 0 O 0 28"x 28'" (2) 2853 (2) 2853 28-x 28- N L-� � L-1 I L-3 8 L-8 L-3 I Fixed Glass s.h. s.h. Fixed Glass HB T-2" Floor Plan scale: 1 /4- = 1'-0" L-12 I Entry l Conc. Steps 10'-0"" Ceiling I L-12 T from F.F.E. 2 Risers at 7" f I 36' Tall Railing O I I with Verticals (1) Tread at 11' I ---- at 4"o.c. max. --- L-15 4I - - - - —- - - - - - - - - - - - --- ----- -- ------ ----- L-13 L-14 L-14 L-14 L-14 L-13 2'-1"" T-11'" 3'-10- 4'-0" 3'-1 t "" 4'-1 4'-1„ "' 3' 3`11" 4'-0'" 3'-11-10- '-1 6'-0"' T-10"" 8 -0 „ 8 -0 T-11 " 4'-11 "" T-6" 3'-C' 3'-2" 6'-0" 42'-8" T-0" 25'-0" 4'-4" 55'-8" N o 'Io U date revision Changed Great Rm. 12/18/20 Drs. to SGD. As Built Product Approval drawn s.l. checked date O©r b I 2/25/2020 4IEVWED FOR scale as noted CODE COMPLIAN job number ST. LUCIECOUN Y 18052A BOCCsheet A-1 RMSION �� FILE C Wind Zones - Walls 4' 1 3 3 3 /2/1 3 2 3 3 2 2 2 21 zl— — — — — — — — — — iI 3 3 2 I I \\ , /r 2 2 \ \ 2 ? \ / 2 2 — \> 2 � / 2 I 1 2 °� 1 I 2 / I l% 2 2 1 2 /\ 2 --- / 1 \ 2 r/ Z- 2 \ 2 2 3 3 1 / 2 3 2 3 2 r \ Wind Zone - Roof z — — — = = — — — — — — — — 3 3 2 3 Cc mu.0)rey'd. aue°M d A5 robe, N a<tiottmn Nlintal � awry 1. Grout per ASTM 0476 fg=3000 psi with maximum 3/8 .... F=fYled pout.. inch aggregate and 8 to 11 Inch slump. . p '.. oc CM 2. Reber per ASTM A615 Grade 60 _ 8 F 16_ 1 B 1 T 3. Concrete masonry units (9MU) per ASTM C90 with minimum net area comprea6ive strength = 1900 psi = nMMY5J 4. Mortar per ASTM 0270 Type M or S eb., aitiattea,. aiJ 7 i amry naisin reb.r at wo '.. 8` Nominal Lintel Type Designation Installation Notes'11 FL#: 7271.3 Roofing 5V Crim (26 s.) P g Union Corrugating B g #9-1b or #1U-14 x 2 Longwood screw with washer at each Rib 12"o.c. -. -65.2 -113.1 FL#: 13192.2 Siding Hardie Plank James Hardie Fasteners shall be ET&F block nail .30 Head dia..14 Shank dia. and 1 1/4".long. 21"o.c. max. spacing -50.0 -92.0 FL#: 9777.7 Roofing Roofing WeatherLock Owens Corning One layer direct to plywood with 3" Horiz. Laps and 6" Vertical Laps Specialty r 1. Installation of U lintels must comply with architectural S'al a Load le Notes and/or structural drawings. - 2 U an be field cutto the required -length. 1. All values based on minim> 4-=nominal bearing. Exception: Safe loads for unfilled U lintels must 3. Cast in place concrete may be provided in composite y be reduced by 20% if bearing length is less than \ 6 1/2". Ulintel in lieu of concrete masonry units. 2. N.R. - Not Rated 4. The exterior surface of U lintel's installed in exterior concrete masonry walls shall have a coating of stucco 3. Safe loads are superimposed allowable loads. applied in accordance with ASTM 0-926 or other Spray Foam approved coating. Insulation 4. One #7 rebar may be 1',substituted for two #5 (R-20) rebar in 8 inch U lintels only. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. i T.O.B- 5. All safe loads in units of pounds per linier foot. 10'-0 6. Shore composite lintels as required. % 6 All safe loads are based on sim ly supported span J/ p T U lintels are manufactured with a 5 1/2 long notch at 5/8" d.w. 7. Safe load ratings bas ld on rational design analysis both ends to accomodate vertical cell reinforcing and per ACI 318 and ACI 30. grout.1 x 4 p.t. Cast Crete LlnteSchedule All Rebar to be #5 Grade 60 min. Firestop MARK LENGTH OF LINTEL ALLOWABLEAPPLIED GAVITY LOAD GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD ,BEAM SPECS. L-1 X-C 1114 449 713 449 8F24tB/2T L-2 19'-4" 1282 221 831 173 8F241B/2T L-3 T-8" 8974 117 4853 92 8F24-1B/1T L-4 4'-4" 8060 75 4409 50 8RF22-1B/1T L-5 12'-4- 1428 150 783 100 8F22-1B/1T L-6 22'-8" 884 795 600 322 8F24-1B/2T L-7 4'-6" 8672 233 4292 183 8F24-1B/1T L-8 6'-8" 5681 1370 2571 655 8F24 1 B/2T L-9 7-8" 3129 1030 1640 528 8RF22-1B/iT L-10 4'-8- 8060 75 3277 50 8RF22-1B/1T L-11 4'-8" 5365 147 2290 108 8F16-1B/1T L-12 10'-0" 1 1533 194 914 152 8F16-1B/1T L-13 8'-2" 1843 230 1133 290 8F16-1B/1T L-14 T-9- 1843 71 1133 145 8F16-113/1T L-15 8'-2" 1843 180 1133 198 8F16-113/1T 1-16 12'-0' I 1254 191 723 150 8Fb6-1B/1T Min. Beam depths shown, beams may be increased without comment At Lintels over 24"deep provide (1) #3 vertical rebar tied to Horiz. steel at 24" o.c. along length of lintel Cast in place sill or .Tie Beam Option In the event that precast 1products'are damaged in the field cast in place sills and tie beams maybe used (not to exceed T-10") Typical cast in place tie beam to be a min. 8" x 12" with (2) #5 top and (2) #5 bottom 12, �16 Two Course Perimeter Beam with (1) #5 Rebar in each course, Filled with Grout 1 x 2 p.t. furring strips 24"o.0. with R4.1 Foil insulation \ 1 /2" d.w\ #5 Vert. rebar in grout filled cell See Floor Plan for Locations 4" 3000# Fibermix Cono. on .006 Vapor Beerier on Clean, Compacted, Termite Treated Fill --\ 5V Metal Panels over Underlayment on 19/32"c,d.x. plywood fastened as per nailing schedule Pre Engineered Wood Roof Trusses 24"o.c. Shop Drawings by Others See Connector Schedule Galv. Drip Edge over 1 x 3 p.t. 2 x 8 R.S. Pine Fascia Board Stucco Soffit Over High Ribbed Wire Lath Install one layer of 15# felt to framing prior to installing wire lath 8x16x8 CMU Typ. Hardie Plank Siding with 6 1/2" Exposure #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Reber In Cells 0 0.00' F.F:E. Grade • (2) #5 Rebar Typical Wall Section V N 00 UJ /O zto M V Li .r fn N CD ho W k c�lp CL o .N N h 1- m ` v N z 0- N o > O L J w cu Q) > LO > w � Nt • �a O I U 0z N uJ n 7 00 T it fo _- O m W bA U C 0 z J � W N �O W 06 v F- O W U' date revision 12/1$/20 Changed Great Rm. Drs. to SGD.':As Built drawn s.L checked s.L date 2/25/2020 scale as noted job number 18062A sheet A-5 I a REVISION FILE C0111719