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HomeMy WebLinkAboutPLANS - 8-19-15NOTE: NOT AN APPROVED IMPACT PROTECTION SYSTEM. SHUTTERS ARE REQUIRED ON HOST OFSli GENERAL NOTES: I ENGINEERING SCTURE REQUIREDARDLESS TO DESIGN FOIRDOW I PACTTIPROTECTIONPECIFIC 1) THIS STRUCTURE HAS BEEN DESIGNED & COMPLIES WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL GOVERNING CODES. CONTRACTOR SHALL INVESTIGATE AND -CONFORM T-0-ALLY-0CAL-BUILDINGCODE-AMENDMENTS-WHICH-MA`�APPL-Y DESIGN -CRITERIA Of�L-SPANS-BEYOND-S-rATED-HEREIN- MAY REQUIRE ADDITIONAL SITE SPECIFIC SEALED ENGINEERING. ALL LOADS BASED ON CATEGORY II, Kd=0.85, ENCLOSED (Gcpi=+/-0.18), 15' 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. 3) COMPOSITE ROOF AND WALL MEMBERS SHALL BE CONSTRUCTED USING MINIMUM TYPE 3005-H25 ALUMINUM FACINGS, (1) OR (2) PCF ASTM C-578-83 CARPENTER BRAND EPS ADHERE TO ALUMINUM FACINGS WITH-ASHLAND CHEMICAL 202OD-ISO_GRIP_- 4) ALL EXTRUSIONS SHALL BE ALUMINUM ALLOY TYPE 6063-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, 2005 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 Yz"-DIAMETER WASHER MINIMIUM UNLESS NOTED OTHERWLS ""- 7) ANY FASTENER STRIPPED OR NOT ADEQUATELY HOLDING SHALL BE REPLACED. 8) THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT E{E[ROLI$$'.?• 9) ALL TAPCONS MUST BE ITW CARBON STEEL TAPCONS OR EQUIVALENT W/ 1 Y4" EMBED, 3" MIN. EDGE DISTAN;T6% MINIMUM 3000PSI MIN. CONCRETE. 10) IF REQUIRED BY CODE, THE EPS CORE SHALL BE SEPARATED FROM THE BUILDING INTERIOR BY A ].5'MIN0.7`.E;FHERMALEt, OF APPROVED 5/8 INCH GYPSUM WALLBOARD OR EQUAL. ELITE CAN PROVIDE UL1715 (INTERIOR) O[i':EtAS5;F3(PSfxEE�iOR) PANG�:f3, SATISFY CODE PROVIDED ALUM. & EPS MEET SPECS ABOVE. 11) WINDOWS AND DOORS SHALL BE BY OTHERS IN ACCORDANCE WITH REQUIRED WIND PRES5{'Jf1'g';$ TED IN'•TABL:ES:& SHALL MEET ALL PRODUCT APPROVAL REQUIREMENTS. THIS ENCLOSURE IS NOT IMPACT RESISTANT. 5fi(FCFERS SHALL N61':[3t ;INSTALLED TO THIS ENCLOSURE. WHEN REQUIRED BY CODE, AN APPROVED IMPACT PROTECTION SYSTEM;ral;l. i:$E INSTALUE6:-I4 :i113 HOST STRUCTURE. HOST STRUCTURE DOORS AND WINDOWS ARE NOT TO BE REMOVED EXITING TO i kiUl ';f N•CLO.SURE;. TFR.S:tkCLOSURE IS NON -HABITABLE SPACE. y 12) ALUMINUM MEMBERS IN CONTACT WITH CONCRETE & WOOD SHALL BE PROTECT;E{7..WlkOPPER5'Bf,W,NjI9y131L$'I?{12NT' OR MFR. EQUAL IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. 13) ELECTRICAL GROUND AND ALL RELATED WIRING AND CONSIDERAT.10fi�;:74: @E;O€StGWD:$1.';© HERS AS REQUIRED. r 14) MAXIMUM AVG. COLUMN SPACING = 6FT, MAX COLUMN HEIGHT'=;IQfiT;•;:W(CJGITS/E';IyQAp,.'':s'f19$F{NI9JC WIND VELOCITY & EXPOSURE = 180MPH, 'C', CONNECTIONS VALID UP TO MAX 4IN. THIC1GJx4:0,F:PAN''Pft:l tfRRI'L7A;5II�TEWIDE APPROVED SPAN TABLES OR SPAN TABLES SHOWN ON THESE DOCUMENTS. SITE SPECIFI6•I;1f .1{i l\IG RE4C1If FOR ANY DETAIL WHICH DEVIATES FROM THIS PLAN OR BEYOND THESE LIMITATIONS°::;:',;•:;; :• 15) ENGINEER SEAL AFFIXED HERETO VALIDATES STRUTtARI(J :{�sTtS{�I AS SHOWA7'AtD Y; iJSE OF THIS SPECIFICATION BY CONTRACTOR, et al. INDEMNIFIES AND SAVES HARML:8 ,-.Tf1ISi Na i%ptI;ER FOR ALL' Q5rS'AND DAMAGES INCLUDING LEGAL FEES AND APPELLATE FEES RESULTING FROM MATERIAL-MtVTGATION;;5T:S7I M,ER•ECTION; AND CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE,.Y�4V,D,�DEjtAL:CQbES AN$?:R,tiT1�E,VIATIONS OF THIS PLAN. 16) EXCEPT AS EXPRESSLY PROVIDED IN THIS SpEt#.�- 1-r R•,1V; 4,�1AIXERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. WINDOW, FIXED GLASS. OR - SOLID PANEL OPTION TYP. ABOVE AND BELOW HORIZONTAL SLIDER, SINGLE HUNG OR FIXED WINDOWS TO MEET PRESSURES SHOWN ON TABLES 1-4 & ARE TO BE INSTALLED PER PRODUCT APPROVAL CHAIR IL 6' -0" MAX 0 0 0 U CHAIR RAIL r.-- ----. r--� r-------- r , FRONT ELEVATION (UNDER EXISTING ROOF) NOTE: DETAIL MAY BE ROTATED (4)-#14 TEK SCREWS EA. FACE OF BRACKET ALUM. COL. ALUM. COL 2"X2"X1/B" X 3" LG. ANGLE TWO SIDES OF •ALUM. BEAM. ALUM. BEAM/COL. (2"-COL)-USE 1-3j4"-X 2" X 1/8" U-BRACKET r 0 2" X 1/8UX U-BRA ET K (4" COL) USE 3 3/4" X 2" X 1/8" U-BRACKET ALUM. BEAM. ALT. ALUM. BEAM/COL. TO ALUM. BEAM/COL. 1/4" X 44" LONG TAPCONS ® 12" O.C. d , 6" MAX. FROM ENDS EXIST. CONC. OR MASONRY, N`:;: COLUMEn W 0 0 I w ?> •: D, SMS ' 0 :: 15 C.0 Tula EXIST. WOOD BEAM (4)-#14 TEK SCREWS — ANGLE TWO SIDES W/ EA. SIDE OF BEAM/COL. I (2)-1/4" X 3" LG. LAGS TO WOOD ALUM. COL OR BEAM A BEAM / COL. TO WOOD (TO WOOD WALL OR TIE BEAMS) EXIST. WOOD BEAM (2)-3/8"X3" LG. LAGS (4)-#14 TEK SCREWS EA. SIDE OF BRACKET ALUM. COL OR BEAM ALT. BEAM (TO WOOD.; EXIST. WOOD BEAM COL (2- 2- (3". "X 2"X2"X1/8" X 2" LG. ANGLE TWO SIDES W/ (1)-3/8" X 6" LG. LAGS TO WOOD X ALUM. COL OR BEAM (4)-#14 TEK SCREWS EA. SIDE OF BEAM/CC EXIST. OR AFL TEK SCREWS OF BRACKET 'X3" LG. 1/8" X 3" LG. TWO SIDES W/ 4" X 2 1 /4" LG. JS TO CONC TO CONC. TIE BEAMS, OR CONC. WALLS) (2" COL) USE 1 3/4" X 2" X 1/8" U-BRACKET (3" COL) USE 2 3/4" X 2" X 1/8" U-BRACKET (4" COL) USE 3 3/4" X 2" X 1/8- U-BRACKET EXIST. CONC OR MASONRY b , •4. ALT. BEAM / COL. TO CONC. (TO CONC. FOUNDATION, CONC. TIE BEAMS, OR CONC. WALLS) EXIST. STRUCTURE 1/4"X4" LG. TAPCON ® 12" C.C. TO CONC. OR MASONRY -OR- 2X2X.125 MIN. 1/4"X4" LG. LAG ALUM. TUBE ® 12" C.C. TO WOOD HEADER/SILL HEADER/SILL ANCHORING B -- }`- V COL. TO WOOD (TO 'WOOD WALL OR TIE BEAMS) -•ram rt•- *#10 TEK SCREW I V I ® 10" O/C I I BOTH SIDES I I LONG I I "'TAPCONS ® 12" O.C. ALUM. FILLER 6" MAX. FROM ENDS 9 ,- --- 'GAP71 ::YJCiL� EXIST. CONC. OR MASONRY �" a 2"X2"X.064" ; • C-CHANNEL VARIESLd AIL FILLER DETAIL J:'.~::; * = MAY INSTALL #10 SMS ® 5" C.C. OUTSIDE ONLY 14 TEK SCREW O 16" O.C. HANNEL M COLUMN A tG"•':�::;: C-CHANNEL CONC. SLAB TO ALUM. DETAIL AND/OR FOOTING * '::•1i1i''INSTALL #10 SMS ® 8" C.C. OUTSIDE ONLY - ANCHOR WINDOW FRAME TO CHANNEL & PLATE PER PRODUCT APPROVAL CONT. 1/8" X 2" WIDE ALUM. PLATE INSUL ALUM. WALL ALT. SILL A ; R tl *#10 SMS O 16' J I C.0 EA. SIDE 2X3X.064' d C-CHANNEL riL6 1/4' X 2 1/4' •\!':: • 08/19/15 r ENGINEERING BUSINESS CA 000D9677 TAPCONS O :::� :.: `CANC. SLAB DATE —'— TARNOWSKI 16• O/C T.O. OR MASONRY WALL SCALE N.T.S.. PANEL TO CONC. DETAIL SHE SR1 . ENGINEERING * = CIVIL &STRUCTURAL ENGINEERING MAY INSTALL #10 SMS 0 8" C.C. OUTSIDE ONLY J % r�h ? t 7360 N.W. 5th Street Phone (954) 727 - 2041 9644 Plantation, FL 33317 Fax (954) 727 - 9644 C.T.If1f\�I�IYS(I THIS DOCUMENT ISTHE PROPERTY OFTARNOWSKI ENGINEERING, 6 0 63 -T6 !1 VV YY INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART STRUCTURAL ENGINEER - FIA. LIC. 0050662 WITHOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC. SUNROOM DETAIL SHEET: F.B.C. 2014 EDITION