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<br /> <br />6~ STEP FASCIA W/ /10 x 3/4- s..U.s.. <br />II 12- ac. THRU RISER INTO <br />2- x 2- x O.tHO- STIFFENER <br />(SEE Pg. 2-H FOR ROOF PAN DETAlL) <br /> <br />tiI21E. <br />SEE DETAIL ON RIGHT 'MiEN <br />HOST STRUCTURE IS UASONRY <br />(1) /10 x 3/"- If. HEAD <br />SM5. TOP OF RISER. <br /> <br />FOR IKJOD CONNECTION USE <br />/10 x 1-1/2- W. HEAD SM5. <br />THRU ROOF PAN ~ 80X <br />HEADER 3- ON CENTER INTO <br />HOST STRUCTURE. <br /> <br />(4) PER ROOF PAN /10 x 3/4- <br />TEl( II 3~ O. e. INTO BEAM. <br /> <br />6- STEP FASCIA W/ /10 x 3/4- 5.U.5. <br />II 12~ O. e. THRU RISER INTO <br />2-x2-xD.04O-S11FFENER <br />\ (SEE Pg. 2-H FOR ROOF PAN DETAIL) <br /> <br />BEIUI PER DESIGN TABLE <br /> <br />1-xl~x2~x.060- ....NGLE CUP <br />W/ (2) "0 x 3/f~ If. <br />HEAD SMS E....CH WA Y. <br /> <br />TYP. SECTION DETAILS <br />N.T.S. <br /> <br />".- <br /> <br />1 1/B-x 20 GA. x 16- <br />GAL V. STEEL STRAP <br />3-d- ALUU. POST <br /> <br />1/2~" THRU BOL T <br />W/ WASHER ~ NUT <br />3 7/B-x 2-x 2 1/2~ ANGlE (EQUlV. TO SIMPSON 1.24) <br />W/ 1/2-" THRU BOLT AND 1/2-" CONC. ANa<<JR Ba.T <br /> <br /> <br />".- I/lN. <br />4- 1/lN. <br /> <br />".~ 3000 P.5.I. CONe. SLAB <br />1/4~" x 2 1/2- TAPcaoJ <br /> <br />HEA VY DUTY POST A TTACHMENT DETAIL <br />N.T.S. <br /> <br /> <br />2- x 2- POST SHDr#I <br /> <br />4-/10 x ,- S.ILS. <br />PER POST INTO <br />INTERIDR SCREW SPLJNES <br /> <br />,- x 2- OPEN BACK <br />7E: <br /> <br />KICKPLA 7E: OR CAB....NA SKIN <br />(WH. .019-) A rr....alED W/ <br />POP RJIIETS OR /10 x 1/2~ <br />S.ILS. II 16- D.C. <br /> <br />.. #4." <br /> <br />'.. . <br /> <br />~ <br /> <br />(1) 1/"'-" x 2 1/"'- <br />CONe. AB. OR TAPCON <br />II 2"'- ae. <br /> <br /> <br />II! <br />2 <br />u <br />=> <br />~ <br />11) <br />I-. <br />19 <br />~ <br />).. <br />ll: <br />~ <br />~ <br /> <br />(EXTRUDED HEADER W/ 1/4-' <br />x 2 1/4- TAPCONS 0 S- o.c. <br />STAGGERED <br />1) /10 x 3/4- 5.1L5. <br />TOP OF EA. RISER <br /> <br /> <br />\ ~ 12" IlIlE MlAI. PANS <br /> <br />L/10 5.1/.5. 0 J- ac. <br />IIIN, (,,) PER PAN <br /> <br /> <br />MASONRY / HEADER <br />0::: ATTACHMENT DETA/L <br />N.T.S. <br /> <br />3-x:J- ALlJU. POST <br /> <br />f-J 1/2-x1/"-' 1HRU 80LT <br />APPROX ,,- ON POST <br /> <br />J- ALUU. CASTING W/2-3 1/2-xl/"-' <br />THRU 80LTS AND 2-1/"-'x2 1/2- <br />00 <br /> <br />NOTE: THE BELOW DESIGNS MfLL CARRY A CDNTRJElUTARY <br />LO....D OF 150 5.F.-NEW S-xB- FTC. (100 5.F.-EXlST. 4- SLAB) <br />ALUM. BASE INSERT W/ (2) 1/4-" x 2 1/2- TAPCONS tk (2) 1/4-" 7HRU <br />BOL 15 <br />2- x 2- x 1/B~ ALUII. ANGlE W/(2) 1/4-" x 2 1/4- TAPCON ON G21 ~ <br />OF COLUUN W/ (2) 1/"-" THRU BOLTS <br />3 1/B~ x 1 1/2- x 1/B- RECEJIANG aIANNEL W/(2) 1/4-' x 2 1/"'- <br />T....PCONS de (2) 1/"~" THRU BOLTS <br />QR ALL OF THE A8D\If" IIA Y BE CONNECTED TO ItOOO HEADER BY SUBSTl1UTlNG <br /> <br />, .~. '.' . ~~: .' ~:. .(:! ~~ ~:~~~: n~~~ MIN. EJIBED) FOR TAPCON5. <br /> <br />-. : ~ '. .', ......... ..:. .,. i- . -.' 3 1/2- <br /> <br />.~>.~~.~:l.~.:.~.:;.~ .~~:. t >;~;~~:.'.:;~~~" (UIN.) <br /> <br /> <br />E:XISTlNG ..~ CONG. SLAB w/ NO .....CKS WITHIN 30- OF POST <br />no AlnM TUI("'lIIn R-"R- UDNO FOOTING W/ (1) #5 CONT. <br /> <br />4- <br /> <br />",- <br /> <br />,,- JOOO P,S.I. CONe. SLAB <br />1/4-" x 2 1/2- TAPCON <br /> <br />POST BASE W/ STRAP ATTACHMENT DETAIL <br />N.T.s. <br /> <br /> <br />NOTE: <br />AT calNERS USE <br />(1) 1/"-' x 2 1/"'- <br />EA OIR. II 4- (IIAX.) <br />FROII CORNER. <br /> <br />: . <br /> <br />,. x ,- It 1/16- x 2- ALlJ#J. <br />..... / CUP W/ (2) 110 x 1/2- 7EK <br />I saPS IN EA IJIREC1laI <br /> <br />. , <br />. : <br /> <br />~, It 2 ItL.IJIL <br />.'. BASE PI.). 1E <br />.:.; :' ..' ~~~::" ~.. <br /> <br />.... I. . .f!/ <br /> <br />BASE PLA TE CONNECTIONS <br />(SCREEN RlXJHS> N.T.S. <br /> <br /> <br />POST CONNECTIONS <br />(CARPORTS / DPE:N PIoTID> N.T.S. <br /> <br />THESE STRUCTURES DESlGNEJJ rlTH THE 2()(H <br />FLORIDA BWG. CODE WI 2006 SUPPWIDiT <br />4c CHAP. 6 OF ASCE 7 FOR 110-150 "'PH <br />riND VELOCITY (3 SEC. GUST) EXPOSURE B 4c C. <br />VOID AFTER 2-1-09 <br /> <br />DA VlD NORRIS ENGINEERING <br />112 CDLElJAN RD. <br />'MNTER HA lei. FL 3.JB80 <br />(863) 299-1lU8 P.E. 32186 <br /> <br /> <br />Pg. 2-G <br />