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HomeMy WebLinkAbout131 Crown Colony Way 16-464 (windows)Job Address: %J?% Parcel ID: 3 FEB 9 2016CITY OF SANFORD n. UILDING & FIRE PREVENTION BY PER`MIIT APPLICATION Application No: (U cP Documented Construction Value: $ 12 49 0 1 � Wfj C,2c2LOo4' I/V# dhWrZKD 3L771 Historic District: Yes ❑ No ❑ i—)q � S -&S '000a — Os'oa Residential Er Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Plan Review Contact Peprso�n:— Title: -o Phone: % `-3 • (/ 3 � Fax: Email: &1 d 006 �'C • %�j i1 � o� Property Owner Information Name guy -rW� Phone: t/o7 ' 32-Y Street: /31/eJ0WA eoz9 01,) y t..-VAry Resident of property? ., i c 31"41 City, State Zip: 5�'-�►�-D �L �`L-7 % ii' u tntll(x"a rr • � Contractor Information 'INI 1101nim- Name Phone: Street: ti City, State Zip: Name Street: City, St, Zip: , Bonding Company: Address: Fax: State License No.: Arch itectlEngineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 4. LIMITING HEIGHTS LOAD BEARING WALLS HEADER/STUD/STRAP CHART (NTS) HEADER MAXIMUM, SPAN HEADER < STUD(S) # EACH END FULL LENGTH STUD(S) .9 EACH END (SEE.HEADER CHART) (2)2X6 5'-1 X 4' SPRUCE, FIR 24' O/C HEADER (2)2X8 6'-0', 1 1, SIMPSON. LSTA9 AT (2)2X10 8'-2" 2 2 EVERY CRIPPLE BOTT. (2)2X12 FULL LENGTH - 2 2 9'-0'; WALL STUDS 4' SOUTHERN PINE 16' 0/C SIMPSON LSTA12 11'-0' 10d NAILS 4' SOUTHERN PINE 12' ❑/C (+)30,0 12'-8' © 12 O.C. X 6' SPRUCE; FIR 24' O/C, HEADER STUDS 13'-0' BOTH SIDES X 6' SPRUCE, FIR `l6' ❑/C CL 16'-0' STAGGERED X 6' SPRUCE, FIR 12' ❑/C ---- --- ----_- 18'-4' 2 ROWS 6' SOUTHERN PINE 24' O/C II Ii II II II �_II 14'-0' , " PINE 16' ❑/C0 II II II IL I I I L I I I I •. "I L '- ' 17 . . 0 48 O/C H5-SP4 OR RSP4 PINE 12' O/C LOAD BEARING WALLS HEADER/STUD/STRAP CHART (NTS) #2 SYP HEADER SIZE MAXIMUM, SPAN HEADER < STUD(S) # EACH END FULL LENGTH STUD(S) .9 EACH END # STRAPS EACH END OF HEADER (2)2X6 5'-1 X 4' SPRUCE, FIR 24' O/C (SQ FEET) (2)2X8 6'-0', 1 1, 1 (2)2X10 8'-2" 2 2 2 (2)2X12 9'-8 2 2 2 v, I.LEI) EXTERI❑R #2 STUDS FOR A BUILDING w/ A MEAN ROOF HT OF SIZE STUD MATERIAL & ❑/C SPACING - MAX, HT, 2' X 4' SPRUCE, FIR 24' O/C (SQ FEET) (-) VALUE DENOTES SUCTION 2' X 4' SPRUCE, 'FIR 16' ❑/C 10 10'-0" 2 X 4 SPRUCE, FIR. 12 O/C (-)47,2 11 8 2' X 4' SOUTHERN PINE 24' O/C 00 9'-0'; 2' X 4' SOUTHERN PINE 16' 0/C 11'-0' ' 2' X 4' SOUTHERN PINE 12' ❑/C (+)30,0 12'-8' 2' X 6' SPRUCE; FIR 24' O/C, U ® o t. 13'-0' 2' X 6' SPRUCE, FIR `l6' ❑/C CL 16'-0' 2' X 6' SPRUCE, FIR 12' ❑/C c 18'-4' 2' X 6' SOUTHERN PINE 24' O/C r 14'-0' 2' X 6' SOUTHERN PINE 16' ❑/C0 W '- ' 17 . 2' X 6' SOUTHERN PINE 12' O/C 2' X 8' SPRUCE, FIR 24' ❑/C 17'-0' 2' X 8' SPRUCE, FIR 16' O/C (L 21'-0' 2' X 8" SPRUCE, FIR 12' O/C 24'-0' 2'. X 8' SOUTHERN PINE 24' O/C 18'-4' 2' X 8SOUTHERN PINE 16'O/C 22'-8' 2' X 8' SOUTHERN PINE 12' O/C W v, I.LEI) 'COMPONENT OF CLADD NG LOADS FOR A BUILDING w/ A MEAN ROOF HT OF 30ft LOCATED IN EXPOSURE B (psf) (ASSEMBLED ULTIMATE DESIGN SPEED D W TRIB AREA V (SQ FEET) (-) VALUE DENOTES SUCTION O O 10 (+)35,3 (+)35,3 FLASHING (-)38,2 (-)47,2 0 (+)33,7 (+)33,7 r 00 (-)44,0 50 N ® (+)31.6 E c' (-)39,8 3 .® o crU (+)30,0 v (-)33,0 (-)36,7 O U ® o t. (+)26,3 Q c N N (-)29,3 CL o=� v, I.LEI) i X00 WINDOW AND I R FLASHING DETAILS - S d 0 USER L t S d At A 1 16 Plot Style: ---- Plot Scale: 0.0005:1 Plotted At. Apr: 1, 16 10.10 AM By. USER Last ave y. as ave Pr. TABLE 301.2(2 'COMPONENT OF CLADD NG LOADS FOR A BUILDING w/ A MEAN ROOF HT OF 30ft LOCATED IN EXPOSURE B (psf) (ASSEMBLED ULTIMATE DESIGN SPEED D WINDOW) TRIB AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION O O 10 (+)35,3 (+)35,3 FLASHING i X00 WINDOW AND I R FLASHING DETAILS - S d 0 USER L t S d At A 1 16 Plot Style: ---- Plot Scale: 0.0005:1 Plotted At. Apr: 1, 16 10.10 AM By. USER Last ave y. as ave Pr. TABLE 301.2(2 'COMPONENT OF CLADD NG LOADS FOR A BUILDING w/ A MEAN ROOF HT OF 30ft LOCATED IN EXPOSURE B (psf) ULTIMATE DESIGN SPEED Z V ult (in mph) TRIB AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION O O 10 (+)35,3 (+)35,3 cn (-)38,2 (-)47,2 0 (+)33,7 (+)33,7 r (-)36,7 (-)44,0 50 (+)31.6 (+)31.6 (-)34,6 (-)39,8 3 (+)30.0 (+)30,0 v (-)33,0 (-)36,7 O (+)26.3 (+)26,3 Q (-)29,3 (-)29,3 CL r cn o c M _ U r SANFORD W .. W NOTED (L PROJECT NO. Y REID 4 1 16 / U L W U W o o_ CL o a a N E O c „v t v i X00 WINDOW AND I R FLASHING DETAILS - S d 0 USER L t S d At A 1 16 Plot Style: ---- Plot Scale: 0.0005:1 Plotted At. Apr: 1, 16 10.10 AM By. USER Last ave y. as ave Pr. TABLE 301.2(2 'COMPONENT OF CLADD NG LOADS FOR A BUILDING w/ A MEAN ROOF HT OF 30ft LOCATED IN EXPOSURE B (psf) ULTIMATE DESIGN SPEED Z V ult (in mph) TRIB AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION O O 10 (+)35,3 (+)35,3 cn (-)38,2 (-)47,2 20 (+)33,7 (+)33,7 _ (-)36,7 (-)44,0 50 (+)31.6 (+)31.6 (-)34,6 (-)39,8 100 (+)30.0 (+)30,0 (-)33,0 (-)36,7 500 (+)26.3 (+)26,3 (-)29,3 (-)29,3 ` 5 • ` Ld 7 C., q ti _J ov) Z >p o Z Z 3 � 0 w U Z Q 05 w w z q cn 0 LL - - ®LLI. W a SHEET A-2 c/)Lu Z >p W Z CL ® 00 cn 0 LL - - ®LLI. W v _ 0 z kyr Z W 0 W Lu CCZ 0 r cn c M �OLDIMQ r SANFORD A, 0F'OA RTMlGc' SCALE NOTED PROJECT NO. REID 4 1 16 SHEET A-2