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Home My WebLink About107 Woodfield Ct 11-1162gC]�IVED �}CITY OF SANFORD APR O 5 2011 BUILDING & FIRE PREVENTION PERMIT APPLICATION 13y; Application No: ff Z Documented Construction Value: $ 1260'00 Job Address: Ej,4�Z 3 Historic District: Yes 0, No ❑ Parcel ID• Zoning: Description of Work: A�.�.t M I IVU M CAR►QDIZT " Plan Review Contact Person: Title: Phone: Fax: E-mail: `, Property Owner Information Name FICA2ub • F • V FR6AIQA Phone: • -3 21- 3 &3 - (A q-3 Street: I Q WOOdFI E(CI COUI21 Resident of property? City, State Zip: F(oa t DA �Z � Contractor Information Name Phone: Street: Fax: City, State Zip:, . State License No.: ` ' Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: 0 Mortgage Lender: Address: l:lr..r•-`:+J'w .s1 r ran`UnlrV PERMIT INFORMATION��`" Building Permit ❑;- Square Footage: Construction Type: - No. of Stories: No. of Dwelling Units: Flood Zone: Electrical ❑ New Service — No. of AMPS: Mechanical ❑ (Duct layout required for new systems) Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: . Li 1 x T 1 q Q 2,25',X 2.25 BASE RAIL a TB '2,5" X 2:5' X H A W " 2' 13 GA : BOW C4) # 12 X 1/2 SELF 0 Q ''. RAFTER x GRADE nPTI 'I TNr, ' rf _....__ FASTENING SCHEDULE CLASS L1L LENGTH TYPE MATERIAL SPACING f/CORNEF\ SFACING BALANCE METAL SIDING ROOF I/4" 3/4"" SELF -TAPPING MTL. SCREW GALV. 1- 1/2" O.C." @ i O O.O.. METAL SIDING WALL 1/4" 3/4" SELF -TAPPING MTI_. S( -;KEW GALV. 1-1/2" O C @ I O" O.O. TUBING CONNECTOR 1/4" 3/4" SELF -DRILLING MTL. SCREW GALV. (2) SCREW EA. TUBE Z In _....__ PENETRATIpN ��..riL 1/ �t - 1 —� EXPANSI❑N ANCHOR DETAIL L1L EXPANSI❑N o 0 EMIL P❑LYSEAL 24" Q C) COMPACTED SOIL MIN' ;, 6" LONG TB 2,25"'X 2,25" 14 GAGE ANCHOR U 16" 12"-18" LENGHT (2') .BOLTS NIPPLE SECURE NIPPLE T❑ ` P❑ST AND . `Q Q (2) # 5 REBAR C❑NT, 20" LENGHT (3) BOLTS BOW W/(2) " 1/4 X 1" SELF DRILLING U TB 22 -24 LENGHT (4) BOLTS SCREWS EACH END i Z In 0 � DETAILTB 2,5” X 2,5" 13 Lu L 140 MPH INSTALLED FOR WIND LOADS UP - T❑ 140, MPH WHEN ON GRADE SETUP AT INITIAL YIELD POINT FINISH . ------------ FINIs" GRADE A 4' CONCRETE SLAB, A 1/2" EXPANSION ANCHOR WITH '2-1/2 ❑F GRADE EMBEDMENT SHALL BE SPACED NO GREATER THAN 561' FOR WIND LOADS UP TO 140 MPH, _ # 5 REBAR 24" (M INJ8-- �'- .8 LBS x 82 IN = g0,17 LBF. FDnNIT �OAMTNIF T�FTAT1 �`TT)E- E_DAMTNI T1�TnT1 7)`� ALL FASTENERS ARE "T❑ -BE 12-14 X 1/4 HWU ULTRA -2 TC 3 ` CS. PENETRATION 9 N DO 1 r i-�n itnv c�r-rTi r-\ EXPANSI❑N ANCHOR DETAIL REBAR ANCHOR SYSTEM EXPANSI❑N o 0 .;.. N.T.S. N.T.S, ANCHOR u TB 2,5" X 2,5„X 2„ z Z In DETAILTB 2,5” X 2,5" 13 GA BOW RAFTER W m `. .14 GA BOW POST - N, S. 23-1/2" ® ai NOTES, . 0 z 1) FRAME. DESIGNED. FOR DEAD LOADS AND SNOW L❑ADS . ❑F 20 L w 2) .P.SF, FRAME DESIGNED FOR, WIND LOADS. ;RESULTING FROM A 140. MPH - MOMENT ARM LOAD TEST FOR #5 REBAR ANCHOR . o 3> 3 SECOND GUST WIND SPEED, THESE BUILDINGS ARE NOT DESIGNED. FOR ANY OTHER WEIGHT TO SETUP AND TEST RESULTS. L a- ,..4 W BE ADDED TO THE' FRAME, SOIL_ AT TEST SITE SANDY LOAM. THE WALL HEIGHT x Q� MUST EQUAL OR Q 4) FRAMES WILL BE SPACED NO MORE 'THAN 56" D.C. u Z w EXCEED THE DOOR Y,- _ - .. 5) STEEL WELD STRENGTH = 55 KSI, - 85-1/2" HEIGHT, �� 6) ANCH❑RING BUILDING 82" X = q Q q Q� . ��q _q WHEN PLACED DIRECTLY ON GROUND,'. 24-'.L❑NG # 5 REBAR> WITH A NUT WELDED TO THE TOP S ", ❑ HALL BE INSTALLED 12 ON, CENTER 9" -, FROM EACH SIDE AND THE BALANCE 2 56" ON CENTER Q Big - , Nom � ,- F❑R WIND LOADS UP T❑ 130 MPH,, WHEN .EMBEDDED INTO ASPHALT .. FOR WIND LOADS UP TO 140 MPH.; OR WHEN PLACED 'DIRECTLY ON - 01/07/1 1 GROUND,, HELICAL ANCHORS SHALL BE INSTALLED FOR WIND LOADS UP 1 - \/AfZI �5 140 MPH INSTALLED FOR WIND LOADS UP - T❑ 140, MPH WHEN ON GRADE SETUP AT INITIAL YIELD POINT FINISH . ------------ FINIs" GRADE A 4' CONCRETE SLAB, A 1/2" EXPANSION ANCHOR WITH '2-1/2 ❑F GRADE EMBEDMENT SHALL BE SPACED NO GREATER THAN 561' FOR WIND LOADS UP TO 140 MPH, _ # 5 REBAR 24" (M INJ8-- �'- .8 LBS x 82 IN = g0,17 LBF. FDnNIT �OAMTNIF T�FTAT1 �`TT)E- E_DAMTNI T1�TnT1 7)`� ALL FASTENERS ARE "T❑ -BE 12-14 X 1/4 HWU ULTRA -2 TC 3 ` CS. PENETRATION 9 N DO 1 r i-�n itnv c�r-rTi r-\ z i \� �.\� 2 ° .�« / . � ,f`» (f ¥�� z . � } y . .- � %� / ��\�\4� Ji* : t,¥;:. 2 C � � �. .. �. \, ... . ^�© �<»�\:�^� � �,�:\��.