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HomeMy WebLinkAbout2100 French Ave - BC03-000975 (AWNING) (A)Apu mmillIM PERMIT ADDRESS l� _ ftk-A-69 PHONE NUMBER --7u PROPERTY OWNER fn a se ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION 0 ��j PERMIT # 0 ' 7 DATE 1*0 PERMIT DESCRIPTION PERMIT VALUATION qstlo SQUARE FOOTAGE Its f 1 CONSTRUCTION TYPE :21 5PECIAL NUME3ER OF 5TORIE5- ONE 5UII_DING HEIGHT- 20' MAX. _ I s,rc y 5UILPING DESIGN -OPEN LIVE LOAD- 5O P.5.F. DEAD LOAD- 5 P.S.F. ROOF 4 WIND LOADS ROOF LIVE LOAD - 30 f ,6,F, }GOOF DEAD LOAD - 5 P.5,F, UJIND IMPORTANCE FACTOR 1,00 5A51C WIND 5PEED 110 M.P.H. WIND IMPOTANCE FACTOR- 1.00 FIND EXP05URE B APPL ICADLE INTERNAL PRE55UR COEFFICIENT + INCREASE +.1 NEGATIVE INCREASE .4 DE51GN PARAMETERS 1- 5TORY MAX. HGT. - 20'-0' _ 29.0 P.S.F. 110 M.P.N. WIND ZONE 2 DE51GN PARAMETERS NOTE: TH15.5TRUCTURE HA5 BEEN DESIGNED TO MEET OR EXCEED THE 110 MPH WIND LOAD REQUIREMENTS OF 5ECTION IroO6 OF THE FLORIDA BUILDING CODE. 2001 EDITION. Fire Dept, Finallnsp.•� Date NOTE: TH15 5TRUCTURE HA5 BEEN DE51rNED TO MEET OR EXCEED THE 110 MPH WIND LOAD REQUIREMENTS OF 5ECTION IroOro OF THE FLORIDA BUILDING CODE 2001 EDITION, P.. SANFORD BUILDING DEPT THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PEMMIT. A PERMIT ISSUED SHALL BE CONSTRUED 'I'O BE A LICENSE T'O PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, Oft SET ASIDE ANY OF THE: PROVISIONS OF'THL TECHNICAL CODE a, NOR SHALL ISSUANCE OF A PERMIT PREVENT 'f i -IE: BUILDING DEPT' FROM THERUAFTI-1t REQUIRING A CORREC. TION OF ERRORS (,'III THE.,PLANS, CONSTRUCTION OR OT"I IcR VIOLATIONS OF THE: CODES, REVISIONS BY U CHECKED U 01/06/03 SCALE z w ,AB w 0 U is z � Q Q Ld z -- p � H Q W L LJ F-1 I � JJ u � 0J U) OX O�yyu�� "'*�"L.z :1E`p I 00 Q (� � 0 Q Z J m� > LDpq Ld o" W 0 W X Lj H H LL_ W H zCD Y j: cu LJLJ U CHECKED DATE 01/06/03 SCALE w ,AB w 0 U is z Q Q z -- p � z Q W U F.G-...._.. CHECKED DATE 01/06/03 SCALE AS SHOWN ,AB w am is Ct[TTC ofa 13 qui. 7 a W N f 1�1. Lel- {� I>�� Gs :138 . � � �/� ... � E�:ji-i .. - �, • � _I_=-1"' 3v.olt. ryP. 1r' 03��.1 j1 "Pcs,ONLy ISNI sb G v c F� A c ' r�- G tr < - ;� U' r P G' P�, G' v W v p j> i-? C' /.:.._ ?-RAp"L _- 1 'aMC -Tln�j rt r, RA i7 t (--')AJLv PAP71AL , C PR t�nc'_ c, ter, .ti 1 fA SHocJrl l�r PAC C- C!IIL 5[-crrarJ111 Til i L�rr�Ll �CC'�"ro�.l . -L --- L -LL I I I Hill I ' � I I I l I I � � � I� I � I I � I I� I �uM�\R,c�� ►-r{nht� 5cc`rro.� d d ARS ISA ER Sc-�ri u Q Q L� U c� c� �l Q cn U U U U S Z n C� Ulu UVLI J/ U A 4" © 30 O.C. T .CONNE, DET/ yIL SCALE & " = P -D" 411 TAP COP 1/4" x 2 1/2" OR LAG BOLT 3/8 X 4" f='LATt;.;--CONNECTOR DETAL 6CALE 5 p5'0 _ 5, - '- p" 15Uz� "CP- (3A�� TRuSs 11-- Ru5S Il�' 11/11.;' ola c LAc.0 (BAR - -� —30'— �-I ` ►�: ala. UiCE >'f�Af�lC SECTIUtI } mltitE Sec-ri i 1� 'FRAIAE •SEC--nON L I IT ql - -~T- IV 0- LE • �LL, FMt`lC- Mcr'I13FP_S. Av-�E 2 °R 2c)R. \`\ IIIx'„�'It (oo(.3-TS ALom-Toa,E MATLR y-� t� - -� 1 U�,LeSs �r�r�at�✓Ism �ica•rE© rhe "LA c-c3A1z - --_� TR 55 ft LAGS. (- R �f�!�►�C S�c� InN I,c�l�,i�; RAF-rcri Sc�--r►�rJ • AwwwL, RAIL - I Y, Fr��a�sr� ZC-A. '12x3/H'TEK SLREwS TYP1(At (y2 xll�2�xl'lxl�'X,D`1yrLK - - - I=oR COMM. BLI)C-V- Z &AACl-c-r pro Boal l'risp.�.. Dato W e� 1 C� A re A 3 A.©- �A 13 TIL REVISIONS BY DRAW UECKED tu t.) Ib of ' . ca lU M lu r o - ( (j! DRAW UECKED