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HomeMy WebLinkAboutENGINEERING PAPERWORKST. LUCIE COUNTY DESIGN CERTIFICATION CODE EDITION: FSC 2017 EDITION BUILDING OCCUPANCY: RESIDENTIAL - THIS.. PROJECLOCCUPAN(Y_SUNROOMI BUILDING DESIGNED AS: PARTIALLY ENCLOSED STRUCTURE MAIN BUILDING HEIGHT: 15'-0" (<60 FEET) - THIS PROJECT MEAN ROOF HEIGHT: RISK CATEGORY: 11 BASIC WIND VELOCITY PRESSURES: WIND SPEED: 170 MPH o..L 1 BASIC WIND VELOCITY PRESSURES: 30 PSF WALLS ROOF DEAD LOAD pemu cru mn lam ro vsr Iwo vote}: 0 PSF SOIL BEARING CAPACITY: WELL COMPACTED REWEWED FOR SHEAR WALL REQUIREMENTS: YES IMPACT PROTECTION SPECIFIED: YES WALLS TO MEET THERMAL BARRIER REQUIREMENTS: YES jj EXIST. %HOUSE I w m w rn r G Z to BEDROOM EXIST. SGD I SD a I FILE COPY ' I.o rn Ali II II i X. EXIST. 8"X8" CONC. COL. ' '� ' ••I III I I. I :X x _- 0 e Ln 1 ��� EXIST. 8"X8" CONC. COL. 23" 5'-6" V-5• �14' FULL VIEW IMPACT DOOR P.A. A FL-18-0430.05 ZONE 4 R.O. = 38" X BO" D.P. = -39.2 +36.0 FIXED IMPACT GLASS WINDOW P.A.: FL-18-504.01 DESIGN WIND PRESSURE: ZONE 4 R.O. = 10" X 63" D.P. = -41.0 +37.8 HR IMPACT GLASS WINDOW P.A. A FL-17-0411.06 ZONE 5 R.O. = 69" X 63" D.P. = -45.2 +35.1 DESIGN PRESSURES BASED ON 15' MRH LEGEND $D SMOKE ALARM LIGHT jgli,T MOTION ACTIVATED L�T WP EXTERIOR LIGHT ' WP EXTERIOR LIGHT BUILDING DATA ,L SWITCH SINGLE POLE NUMBER OF FLOORS : 1 v QPp DUPLEX RECEPTACLE IIG.r GROUND FAULT INTERRUP OCCUPANCY CLASS : R-2 DUPLEX RECEPTACLE TYPE OF CONSTRUCTION : V LEVEL OF ALTERATION : 2 qII YY CEILING FAN CEILING FAN W/UGHT SCOPE OF WORK: REMOVE AND REPLACE EXIST. FIRE RATED PANEL GLASS WINDOWS WITH NEW ,': �.'�•: INSULATED PANEL AS SHOWN AND INSTALL NEW SUNROOM WALL r---=� C -CHANNEL DINNING ROOM EXIST. CONDITIONS PLAN D T FULL VIEW IMPACT DOOR P.A. P. FL-18-0430.05 = 38" X 80" = -39.2 +36.0 HR IMPACT GLASS WINDOW P.A.: FL-17-0411.06 DESIGN WIND PRESSURE ZONE 5 R.O. = 70" X 63" D.P. = -45.1 t35.1 HR IMPACT GLASS WINDOW HR IMPACT GLASS WINDOW HR IMPACT GLASS WINDOW P.A. #: FL-17-0411.06 P.A. #: FL-17-0411.06 P.A. #: FL-17-0411.06 DESIGN WIND PRESSURE: DESIGN WIND PRESSURE: DESIGN WIND PRESSURE: ZONE 5 ZONE 4 ZONE 5 R.O. = 66" X 63" R.O. = 66" X 63" R.O. = 66" X 63" D.P. = -45.4 D.P. = -38.4 D.P. _ -45.4 +35.2 +35.2 +35.2 EXIST. HOUSE ROOF o �� 2X356 125�i FF�0 Jo 0 Lo UU (3 U U S 1\4� X X (J U Nl X 0; a ; 10 U X iN @ .11 t X N ,.. X IIC4 d< X 12 r------------- ---� r.--------- :;-:----3 --� FLLI FIXED IMPACT GLASS WINDOW P.A.* FL-18-0504.01- --- - -- ZONE 4 R.O. = 10" X 63" D.P. = -41.0 +37.8 EXIST. EXIST. 8•X8• CONC. COL. a U m m m C •m m m 3" INSULATED PANEL o P.A.# FL-12225 (TYP.) m m -DASHED INDICATES `- C- CHANNEL (TYP.) w I 1 .:.' L 1 CANNED 0 W B 5'-6. 23" St. LUCIE COUnS'' U 3" INSULATED PANEL —P.A.# FL-12225 (TYP.) DASHED INDICATES —C- CHANNEL (TYP.) EXIST. 4" V-10" 5'-10" CONC. SLAB FRONT ELEVATION rut 1/� -1w .- N in Z w as a CO yZ O w i;5 2 F o Y O z � O N n n(n W 0 n. CD O 0 3 vi `r \ O ro N m 0 Q Q w Q w w GO L_ Q 01 0 U w 0 N R 0 O w UfYW W � � Q U LLI � Tn V) Of J Z Q N 00 �Inz 0 m_' 0 w 9 0 z 0 n� N w N N rn Z I I Z M/ W n n w Z �� C)W a Z _U Z o p LL cc o a Fw° yn Q � M n M Cd N Ji U 3 C o Z � o m nOL NOTE: THIS IS AN IMPACT RATED SYSTEM. SITE —SPECIFIC GENERAL NOTES: DRAWINGS ARE REQUIRED TO ACCOMPANY THIS SHEET 1)-THIS STRUCTIRE-HAS-BEEN-DESIGNED-& COM1PLiE5 WITH THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE. STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL GOVERNING CODES. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY. THIS ENGINEERING IS FOR CATEGORY II OR III SUNROOMS AS DEFINED IN FBC 2002.6 AND 2003.9, DESIGN CRITERIA OR SPANS BEYOND STATED HEREIN MAY REQUIRE ADDITIONAL SITE SPECIFIC SEALED ENGINEERING. ALL LOADS BASED ON CATEGORY IT, Kd=0.85, ENCLOSED (Gcpi=+/-0. 18), 50' MRH PER FBC TABLE 2002.4(1). AND ASCE 7-10 AS APPLICABLE. THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED WITHOUT THE ORIGINAL SIGNATURE & RAISED SEAL OF C.T. "GUS" TARNOWSKI, P.E. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2) THE EXISTING STRUCTURE MUST BE CAPABLE OF SUPPORTING THE GLASS WALLS OR LOADED COMPOSITE ROOF -GLASS WALL STRUCTURE AS DETERMINED BY OTHERS OR BY SPECIAL ENGINEERING BY UNDERSIGNED ENGINEER ATTACHED HERETO. NO WARRANTY IS CONTAINED HEREIN. COMPOSITE ROOF AND WALL MEMBERS SHALL BE CONSTRUCTED USING MINIMUM TYPE 3005-H25 ALUMINUM FACINGS 1 3) M ( ) CF ASTM C-578-83 CARPENTER BRAND EPS ADHERE T FACINGS WITH ASHLAND CHEMICAL 2020E ISO GRIP. OR (2) P O ALUMINUM I UM F C1NG 4) ALL EXTRUSIONS SHALL BE ALUMINUM ALLOY TYPE 5063-T6 ONLY. 5) ALL FASTENERS TO BE 2024-T4 OR 7075-T73 ALLOY, NON-MAGNETIC STAINLESS STEEL, SAE GRADE 5 STEEL MIN, OR CADMIUM PLATED OR OTHER CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH SECTION 5, 2015 ALUMINUM DESIGN MANUAL, THE ALUMINUM ASSOCIATION, INC., & APPLICABLE FEDERAL, STATE, AND LOCAL CODES. 6) FASTENERS SHALL HAVE A 1/2" HEAD OR BE PROVIDED WITH %' DIAMETER WASHER MINIMIUM UNLESS NOTED OTHEFwi' ", %: ,4; 7) ANY FASTENER STRIPPED OR NOT ADEQUATELY HOLDING SHALL BE REPLACED. 8) THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENF(F.C:STiQLYS{$;•:..•; 9) ALL TAPCONS MUST BE ITW CARBON STEEL TAPCONS OR EQUIVALENT W/ 1 Y" EMBED, 3" MIN. EDGE DISTANCE'(t!('14,E$$:{f$STE1}:. OTHERWISE), FASTENED TO MINIMUM 3000PSI MIN. CONCRETE. 10) IF REQUIRED BY CODE, THE EPS CORE SHALL BE SEPARATED FROM THE BUILDING INTERIOR BV:A';i;S;MkNk1T%.'B:ERMAL BARR{Eit.. OF APPROVED 5/8INCH GYPSUM WALLBOARD OR EQUAL. ELITE CAN PROVIDE UL1715(INTERIOR),'OJ&Ciit$S.8(TB.EiJYQ PANEL SATISFY CODE PROVIDED ALUM. & EPS MEET SPECS ABOVE. :1. :;•: ; 11) WINDOWS AND DOORS SHALL BE BY OTHERS IN ACCORDANCE WITH REQUIRED WIND PRESSti(IBS'STATED IN•TAB,L€$:& SHALL MEET ALL PRODUCT APPROVAL REQUIREMENTS. THIS ENCLOSURE IS IMPACT RESISTANT, SHUTf.E{i5';StiALL NOT BP.:3l+)S kI _ED TO THIS ENCLOSURE. HOST STRUCTURE DOORS AND WINDOWS ARE MOTTO BE REMOVED EXT11 .B '• S EN Q kv'+SL1RE'i THIS ENCLOSURE IS NON -HABITABLE UNCONDITIONED SPACE. '''"<'::':'' i 12 ALUMINUM MEMBERS IN CONTACT WITH CONCRETE & WOOD SHALL BE PROPEL(=T•.. Y. OPPERS''PAINT OR MFR. H?9 K. '✓Ik):,U.F4?fIE?.14,�.: EQUAL IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. •:,; �;.; .;.;.;, `'• "•': • ' 13) ELECTRICAL GROUND AND ALL RELATED WIRING AND CONSIDERATIpTyS::EQ,;@E;D�SIGNT?:$.Y.{1T'}JERS AS REQUIRED. 14) MAXIMUM AVG. COLUMN SPACING = 6FT, MAX COLUMN HEIGHT'a:T¢F,7;;7:jAXL117EpQA(i:c:3AP$f fgAX WIND VELOCITY & EXPOSURE - 18OMPH,'C', CONNECTIONS VALID UP TO MAX 41N. THICK::j$J,QF,.''i Pj y'PER'.ti: { X:'5*W'TEWIDE APPROVED SPAN TABLES OR SPAN TABLES SHOWN ON THESE DOCUMENTS. SITE SPECIFR*' f pINEE$j,NG REQU1RFb'FOR ANY DETAIL WHICH DEVIATES FROM THIS PLAN OR BEYOND THESE LIMITATIONSI.."-'--::::::.. 15) ENGINEER SEAL AFFIXED HERETO VALIDATES STRU0*A!(V{ R%t;0AS SHON/N:`QIRVj6,:USE OF THIS SPECIFICATION BY CONTRACTOR, at al. INDEMNIFIES AND SAVES HARM(Et+'S,:TEISS:F.1`IGINEER FOR ACL'CQI�Y-S ND DAMAGES INCLUDING LEGAL FEES AND APPELLATE FEES RESULTING FROM MATERIAL CONSTRUCTION CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE,.AaD:FEAERALL'QU,FS MOI V[ C)N.DI;VIATIONS OF THIS PLAN. 16) EXCEPT AS EXPRESSLY PROVIDED IN THIS SPEC7`c('t•(+YJQNyiQb'ATJF�T{.)pN,AVCERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. WINDOW, FIXED GLASS OR - SOLID PANEL OPTION TP. ABOVE AND BELOW HORIZONTAL SLIDER, SINGLE HUNG OR FIXED WINDOWS TO MEET PRESSURES SHOWN ON SITE SPECIFIC ENGINEERING & ARE TO BE INSTALLED PER PRODUCT APPROVAL 171 W 0' MAX of U A CHAR RAIL // 10 U I•: FRONT ELEVATION CONIC. SLAB (UNDER EXISTING ROOF) AND/OR FOOTING SUNROOM DETAIL SHEET: I IMPACT RESISTANT 2"X2"XI/8" X 3" LG. ANGLE TWO SIDES OF EXIST. WOOD l ALUM. COL OR BEAM ; NOTE: DETAIL MAY BE ;':;'A / :::;':.: :,2"X2'X7/B" X 3" LG. - ROTATED - L _ _ •. ,�.---- :: (4)-$'14 TIX SCREWS •:. - `.i: `;::;:'ANGtE'fWOSIDES.�VT- {2] 1/4" X 2 1/4' LG. ,.6 EA. SIDE OF BEAM/COL;.::,:,, :'. '•1:::TAPC:ptJS TO CONIC 2"X2"X1/8" X 3" LG. :;:::QR±;Mit§ONRY (4)--14 TEK SCREWS ANGLE Two SIDES W/ (4)-14 TIX SCREWS EA SIDE OF BEAM/COL (2)-1/4" X 3' LG. EA. FACE OF BRACKET LAGS TO WOODOr %`'.•;%'::, a:=, .. ALUM. COL OR BEAM EXISTC:;:�., ''•. . Ff - ALUM. COL fi•{:. '�'.::' :'•:'{..�_;::w.,•.?�'?.:::::'`::?i:;� ` DR MAsoNRY:�::::;':;. . .. BEAM/COL. TO WOOD CONIC. ALUM,:�$EAMICf�Li.':•`F•.Q. ALUM. BEAM/COL.__ 0 WOOD WALL OR TIE (T .BEAMS _ - ) :''{:i :•'O+.$6NG;':F9UND'::.N': C. TIE BEAMS, ':'.:;tT_,•;,::•,.;:.;..,.�o.•.,•.,oN MS, OR CONIC. WALLS) ..?::;:;:_...y........•,.•.',.::�.:-..;.:�`: :....:'.,'::;:• 2" COL USE 1 3 4" X 2" X 1/8" UBRACKET (3" COL) USE 2 3J4" X EXIST. sr. wood '•.: BEAM � M. R AL 2' k.. Q .SEAM COL USE ( ) 13 4" X ;:: DETAIC•;:6}AY::A�' %.`.. 2 X 1/8" U-BRACKET 2" X 1/B" U-BRACKET ;:'•:;ROTAT£(f.':�:-�%:' COL USE33 4"X (2)-3/8"X3" LG. :4 TEK SCREWS 3" COL USE 2 3 4" X ( ) / 2' X 1/8" U—BRACKET 2- X 1/8- U—BRACKET LAGS 2' COL .;:b psi;4" X.. 2" ' fA}'S1DE::pF BRACKET (4" COL) USE 3 3/4 X . ... — 4 — 14 TIX SCREWS EA X.SfB".,Ii,:9P,ifEf (3".;E01;'::US$:;2';3'.%}• X g• (2)5JJ;9"X3' LG. 2 X 1/8 U—BRACKET SIDE O F BRACKET "•:':::': U "' 2:.`.f., ],/ :•: TAPCf)NS ,8[ZACg�F., . .. . •• '.'•'�•:''•'�.':: F);: CREWS ALUM. COL OR BEAM "2`•: '?:4` °:U+•.•+,. ..max'-.�i!$•..�.�81.K!`::: :: �_ . '•'' ::::EXIST. CONIC �,..'. • ...�(, ". $RACKET . OR MASONRY " ALUM. BEAM. ACT. BEAM / k C3G: fi0 W�C3:t:i;i::;.::. ALT. BEAM / COL. TO CONC. ALUM. COL (TO WOOD:;.INAL,•k:;:(SR 7,11',••:BEAMS) (TO CONIC. FOUNDATION, CONIC. TIE BEAMS, OR CONIC, WALLS) ALT. ALUM. BEAM/COL. TO ALUM. BEAM/COL. EXIST. WOOD BEAM ... . .. _.•.:.. .. .. .. .. EXIST. STRUCTURE 2° EDGE DISTANCE MIN, FOR CONC. FI LE COPY Igor-©c(oo 1/4" X 4j' LONG TAPCONS 0 12" O.C. ! . 6" MAX. FROM ENDS EXIST. CONC. OR MASONRY. ' 1/4"X4' LG. TAPCON Y°X2•Xl/8° X 2- LG. �'''• •' 0 12" C.C. TO CONIC. ANGLE TWO SIDES W/ ^• •• OR MASONRY -OR- 1/4"X4° LG. LAG (1)-318" X 6" LG. LAGS TO WOOD 2X2X.125 MIN. ALUM. TUBE Li 0 12 C.C. TO WOOD HEADER/SILL HEADER/SILL ANCHORING 32A. -7 COL. TO WOOD (TO WOOD WALL OR TIE BEAMS) *®10- / 10 TIX SCREW BOTH SIDES ;G%4" X 2}' LONG TAPCONS 0 12" O.C, ALUM. FILLER e . ' 6" MAX. FROM ENDS '®ruo EXIST. CONIC. OR MASONRY ' 2X2"X.064' C-CHANNEL VARIES FILLER DETAIL * = MAY INSTALL #10 SMS 0 5" C.C. OUTSIDE ONLY SCREW 0 16' D.C. TO COLUMN *Si0 SMS ®i6" GC EA SIDE 2X3X.064" �d ` C-CININEL 1/4• X 2 1/4' •.•r.1r TAPCONS 0 ••I�CONC. 16' 0/C T.O. SLAB OR MASONRY WALL TO ALUM. DETAIL #10 SMS 0 8- C.C. OUTSIDE ONLY F.B.C. 2017 SIDITIOW PANEL TO CONC. DETAIL * = MAY INSTALL #10 SMS 0 8" C.C. OUTSIDE ONLY 6063—T6 - ANCHOR WINDOW FRAME TO CHANNEL & PLATE PER PRODUCT APPROVAL CONT. 1/8" X 2' WIDE ALUM. PLATE — INSUL ALUM. WALL ALT. WINDOW ANCHORING (MAY BE USED FOR -SILLS, HEADERS, AND JAMBS) 01/01/18 N.T.S. C.T. TARNOWSKI, RE STRUCTURAL ENGINEER - Rk UC. ENGINEERING BUSINESS CA W009677 TARN®WSKI ENGINEERING CIVIL & STRUCTURAL ENGINEERING N.W. 5th Street Phone (954) 727 - 2027 18en, FL 33317 Fax (954) 727 - 9644 ICUMENT IS THE PROPERTY OF TARNOWSKI ENGINEERING, D SHALL NOT BE REPRODUCED IN WHOLE OR IN PART H WRITTEN CONSENT OF TARNOWSM ENGNEF.RING, INC. ) 48" TYP. Y M N .032" R - 2_ — — -- -i)32" R - 3 J­ —1-.032--ALL CONN�DFV PANEL MAY AL TK. ALLOY 3003 - H1 BE 1/4" PLYWOOD SELF -STICK ALUM. ROLL ROOFING TAPE OR EQUAL o ° SEAL JOINT o0 0° oo a CONTINUOUS oo a CAULKING "o o. o " °O ° ° ROOF SPAN FROM TABLE OR FL PRODUCT APPROVAL MIN ROOF PITCH IS Y4" PER 12", MAX IS 6` IN 12" ROOF PANEL CONNECTION (FRONT ELEVATION) a a 1 ROOF &WALL PANEL DETAILS U Zap Z PANEL SCHEDULE: �° g t ROOF & WALL PANELS oN DEFLECTION PANEL L/120 &W w� o W� R — 2 12'-0" t� w R — 3 13'-6" a R — 4 16'-2" of WINDOW, FIXED GLASS OR SOLID PANEL OPTION TYP. ABOVE AND BELOW /B O 8. O.C. PANT 2 SCREWS 202 CARRY BEAM Ts. SCREWS MIN. EACH SLOE) END WALL CARRY BE OPTIONAL FLASHING /PANEL n #3 O IS- O.C. TO PAN¢ GONG j7-16. O.C. TO 2 X 4 STD H-2 OR H-3 PANEL TO WALL CONN. EXIST. HOUSE OR i TO & ARE TO BE INSTALLED PER PRODUCT APPR CONC. SLAB AND/OR FOOTING TO BM. (W/25 (EA. SIDE) W/#7 EA. CLIP INTO FASCIA) , AL FL•G. OPTIONAL atlt HKMINF31 tlT UM. blO, MIN. 2' FASCIAJ COL RECENING N¢ PNC GRED 7 COL W 199 TFX S REINS `2 SCREW F1•J FOR (3 BEAMS OR GREATER USE (3) - jj4 & (3) - §7 CARRY BM. TO ALUM. COL. CONN. DETAIL BM. CONN. AT FASCIA SUNROOM DETAIL SHEET: IMPACT RESISTANT - a lyxa- 2• Ie1 #10 SMS O 12• C.C./PANEL T&B HOUSE INS. ROOF C 2t3 CONG. WALL -=`'�. • - ,BEAM EA EXIST TRSS.:'..` .':'•:`.'::'::. -1/4'1(2-1/4' LON U22'X2•X7/8"/CLIP .pANGLE AX. TO AND o-:t2: .';2.'• iPl f�}SCIA TAPCON ANCHOR EA. S �A. CLIP TO' BM. Ax. m FASL1q.•,:.:: .: .: THRU CLIP INTO EXTG. EA. SIDE W 2 - 4 OR CONC. WALL FASCIA MAYBE&10.:UP BY LAGGING HE79.3r6M. 10 OLD/ (TWO EA CUP. 4//BM1 FO 7 BEAMS OR . 3-1/2':i.SCSfRRUSS DR RAFTEi. : • FOR 9" BEAMS Ok GREATER GREATER, USE 3 - #4 3-FASCIA BEILIJU: 1.}i ASCO,:;$,.A.LSO ACCEPTABLE USE (3) TAPCONS. OR (41 - 2. BM TO HOUSE CONN. BOTTOM T-2 OR T-3- BOLTS /8• HTHRU- OR SUFSSPEgFlmCUIE WINDOW FRAME (ANCHOR PER FL PRODUCT - APPROVAL OR NOA) T-2 OR SEE SITE SPECIFIC DRAWINGS FOR REQUIRED COLUMN ANCHORING DETAIL 1X2 OR In % OP TONAL R TILES • WX B• FrG. IS MINIMUM FOOTING SPECIFIC PLANS, AND STRIP FIG. SCF ADDITIONAL REQUIREMENTS. MIN. FOOT APPLY TO NEW FOOTING'S ONLY:, FOR SITE SPECIFIC PLAN. r12k08 FILE CO FC. SIDEINSUL ALUM. F'VI PANEL _._..._. WINDOW F (ANCHOR APPROVAL INSUL ALUM. PANEL O 8. O.C. SIDE 13 O 18' . ANCHORING DETAIL OR In -PAVERS OR TILES OPTIONAL e1y8' F}Igg�o/W{W- FTG.LSLAB W/ PAVER OR TILE IT: FIBERMESH MAY BE USED IN LIEU OF 6X6 - 10/10 W.W.M. .3' SEE COLUMN ANCHORING DETAIL BE 3' FROM EDGE TO BOLT MIN.) z FINISH GRADE 4" NOMINAL QNC'`SLAB MIN. 7 ? m .. 1.. .. 1•' • ' e ; a CONC. SLAB DATE HIRED FOR SCREEN ROOFS W� 6X6 - 10/10 W.W.M. SS THAN 3•-O' AND FOR ALL �� W/ 8'X8' FTG. W/ 1--5 SCAL TION: SITE SPECIFIC FOR SCREEN WALLS UNDER Q. & SLAB DETAIL SHE nnTIN(; NOTE FIBERMESH MAY BE USED IN LIEU OF 6X6 - 10/10 W.W.M. F.O.C. 2017 (EDITION a 8" C.C. BOLTS & NUTS ,FASTENING SCHEDULE ":1: - #14 TEK SCREW/HEX HEAD $ - #10 S.M.S./ HEX HD. 3 - 1/4" X 2 1/4" TAPCON ANCHOR 4 - 1/4 BOLTS/WASHER/NUT 5 - CUP NNGLE,.125 MIN. THICKNESS 6 - #12X1" LG. S.M.S./HEX HD. 7- 1/4"X3"LAC 8_ - 1/4" LAG*, WITH 1" WASHER 9 ,- #10 X 1 1/2" S.M.S./HEX HD. 12 - CLIP ANGLE, 3/32" MIN.THICKNESS *LAG BOLT LENGTH TO BE 1" LONGER THAN ALUMINUM PANEL THICKNESS I I i� a i0 .125" TYP. 2XV.125 2M.125 2X5X.125 01/01/18 N.T.S. 6063-TES C.T. TARNOWSKI, RE smUC7URAL ENGINEER - Rk UC. 4' 2' .125' iN i7 a TYP. 2X2X.125 3X3X.125 4X4X.125 ENGINEERING pBBUSIINBNESS CA M�O�DS577 4ARNOIFSKI ENGINEERING CIVIL & STRUCTURAL ENGINEERING N.W. 5th Street Phone (954) 727 - 2027 Roan, FL 33317 Fax (954) 727 - 9644 X.UMENT IS THE PROPERTY OFTARNOWSKI ENGINEERING, D SHALL NOT BE REPRODUCED IN WHOLE OR IN PART 1 WRITTEN CONSENT OF TARNOWSIQ ENGINEERING, INC. ■ FILE COPY s FILE COPY