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HomeMy WebLinkAboutSUBMITTED PAPERS- All APPLICABLE INFO MUST BE COMPLETED rJR APPLICATION TO BE ACCEPTED Date: a1 ` SCANNED Permit Number:St. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential_ PERMIT APPLICATION FOR: PRtJ;P,�SED INPRO.� UEM�ENJT LOCATIC�?N: Address:,3c0,- wcu./ A 4-1'c 6"J, e fil 3//9 sz Legal Description: 0,0!?z7 (o/.2/ ! 1y1&7--," 3Yr3-3M) Property Tax ID #: J(l i ' -s D ) -0/6 2 0 O V Z 7 Lot No. e2 / Site Plan Name: A,-1/a Block No. 'Project Name: S'Gar vlv&24 .1 Setbacks Front Back: —Y Right Side: Left Side: nai wo _Mechanical Electric rmea u _ Gas Tank Plumbing Total Sq. Ft of Construction: Cost of Construction: $ / C permit - cnecK a Gas Piping _ Sprinklers apply: iCShutters _ Windows/Doors _ Generator _ Roof Sq. Ft. of First Floor: Utilities: _ Sewer _Septic Building Height: l OWNER/LE�S�SEE: CONTR CT� R: ,NameA lz64 c " l • ,% cr d_._ y. ,f CompanAdd,ress:"0" v .► •� �/ �r���l .. City uJa rM'1 tw1S7�t✓ State: o.�i Address: G,�+�3 f�. ` `✓c�=� ./S Zip Code: 7 y Fax: n/,l9 City: 6�1 �f.`Ci G P Stater � Phone No.jys- 3 % 7 - 33 9 Zip Code: 3 /9 `�� Phone No. ---/ V` p Fax: 722- `/ 4 E-Mail: gl/lN t E-Mail:'7-0e. C aJ %� �� • G•a.�.� Fill in fee simple Title Holder on next page ( if different from the Owner listed above) State or County License:.tCC j 3// , /S'O,F- If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER: _ Not Applicable Name: ai`4 Address City: State: Zip: Phone: FEE SIMPLE TITLE HOL ER: _ Not Applicable Name: Address: City: Zip: Phone: MORTGAGE COMPANY. _ Not Applicable Name: Address: City: State: Zip: Phone: BONDING COMPANY:_Not Applicable Name: Address: City: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit'to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit.will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws,or and covenants that -may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested` permit, I do hereby agree that'l will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes.an l St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another rion-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your,paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording vour Notice of Commencement. " 5;_1 �-O-� � '004 ignature of Owner/ gent/ Lessee STATE OF FLORID COUNTY OF S k"- oC �� The forgoing instrument was acknowledged before me this VN 'day of e�� 20AJ by ignature of Contractor/License Holder STATE OF FLORIDA COUNTY OF � -1-. L— V c� The forgoing instrument was acknowledged before me this ko\ day of Sit & 20M by ��Vn o w�A s S 1c J b\ C 1no v� a S S k %00'\ (Name of person acknowledging) (Name of person acknowledging) (Signature of Notary Pu lic- State of Florida ) Personally' Know Type of Identific io (Signature of Notary blic- State of Florida ) Personally Known i Type.of Identification Produ ^^2 s 1 Comm. Expires Dec 16, -' . • e My Comm. Expires Dec 16, 201 Commission No, mmiss(' )` E 858761 Commission No. t��5'ta9 *�:� (Sea�h}nission # EE 858761 oAssn. o'.. P' Bonded Through National Not Bonded Bonded Through National Notary Assi REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED sa -Woe; n g 4o PI OPENING SIZE Cnattal ghiittprc Anrii :�Mff G 335-9198 Port St. Lucie 772 461-2116 Fort Pierce Q�CUSTOMER'S NAME PRODUCT LAYOUT SHEET s O a � a Ilk N ' � o 0 o a � v o o � During installation we must have access in and I ACKNOW GE AND UNDERSTAND THE ABOVE out of property for good installation. Owner, or someone with authority, must be present during installation to inspect and pay balance due. CUSTOMER'S SIGN uRE ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: i, v, NOA or FL# Z d-6 , 2. ADDRESS a<T NOA or FL# CITY/STATE -cS l L NOA or FL# CLADDING TYPE: J��c ' „� NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vult) 160 EXPOSURE B MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 WIND DIRECTIONALITY FACTOR 0.85 ROLL DOWNS, WINDOWS, MULLIONS, HEADERS,STORM BARS etc. TRIBUTARY AREAS y ENCLOSED BUILDING11$F _. ><::20SF x 21SF=>< 50SF POSITIVE PRESSURE (ZONE 4+5) 41.0 39.2 r m , 36.7 NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 ofi� `` -47.9 NEGATIVE PRESSURE (END ZONE 5) -6-1.7 -57.5 m -52.0�' KART .jL i ENCLOSED BUILDING G.Cp� ±0 55 <=105F .-:p ;; . ,11SF >e=20Sf 21SF->< POSITIVE PRESSURE ( ZONE 4+5) 53.9 52.0 t; ' 49.6 NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 -62.3 i -59.6 M3;$ NEGATIVE PRESSURE (END ZONE 5) -76.1 -72.0 .,._��. -66.5 LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 5/l /2012 lvsida Biding Code Online Business & t t Vida Dv rttttenrd SCIS Home lag In User Registration Hot Topics Submit Surcharge 3usines ��., ' 3usin sip ai Product Approl USER: Public user leguiation T < c n s-c Stats & Facts Publications F8C Staff BCIS Site Map Links Search Product Aooroval Menu o Product or Anal [anon Search > Aoohrahon List a Application Detail FL # A �1!6 ion Type Cot�l� Version Application Status IbOnlments Archived product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL12856-R2 Revision 2010 Approved Town and Country Industries, 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Frank Bennardo frank@engexp.com Thomas B. Johnston 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com CShuttersanels Evaluation Report from a Florida Registered Architect or a Licensed Professional Engineer Evaluation Report_- Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Frank I. Bennardo PE-0046549 National Accreditation and Management Institute 12/31/2013 ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received FL12856 R2 COI Cert Indeo.odf FL12856 R2 COI Cert Indeo2 odf FL12856 R2 COI Cert Indeo3 odf St ndar Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 101. iq://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEm 1 f WvK4bEBhusG5%2bcgd... 111 /2012 1V11\ia L1U11U1116 %,VUG 1J111111G Sections from the Code �i rage z o Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/16/2011 12/19/2011 12/26/2011 01/31/2012 Summary of Products - ••-• - FL S111010dW Number or Name Description 112856.1 "Safety Edge" Storm Panels "Safety Edge" Storm Panels, 28ga (0.018"") Steel, 0.0 2" Alum (Pert and Non -Pert), Clear Polycarb (Full and Half) Limits of Use Installation Instructions Approved for use In HVHZ: No FL12856 R2 II Dwo't nrlf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 I Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +54/-54 Evaluation Reports I Other. This product is not valid for use within the HVHZ. See FL12856 R2AE Eval Rota odf Evaluation Report and engineering drawing for additional limitations Created by Independent Third Party: Yes and conditions of use. 12856.2 0.050" Aluminum Storm Panel 0.050" Aluminum Storm Panel with Optional Clear Pan Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R2 II Dwo2 odf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Shutter meets requirements for "Wind Zone 4" and Missile FL12856 R2 AE Eval RDt2 odf Level "D" as defined in ASTM E1996. See installation instructions for Created by Independent Third Party: Yes specific Design Pressure Ratings by size, additional use limitations and installation instructions. 128S6.3 Aluminum Hinged Storm Panel .050" Aluminum Non -Porous Hinged Storm Panel Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL12856 R2 II Dwa odf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo PE#0046549 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Reports Evaluation Other: Shutter meets requirements for "Wind Zone 4" and Missile FL12856 R2 AE Eval Rp_t,odf Level "D" as defined in ASTM E1996. See installation instructions for Created by Independent Third Party: Yes specific Design Pressure Ratings by size, additional use limitations and installation instructions. Back I Next CODE ft Us :: 1940 North Monroe Street Tallaha5599 FL 32399. Phone: 850.487.1024 The State or Florida is an AA/EEO employer. Copyright 2007.2010 State of Florida.:: Privacy statement :: Accessibility Statement :: R f m Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic it to this entity. instead, contact the office by phone or by traditional mad. If you have any questions regarding DBPR's ADA web accessibility, please contact our web Mast at webmaster(a-dgor, state. R. us. Product Approval Accepts: ®®® securit s%viurt•a Wrlsl9a - � Trust ad .ttp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvEmI fWvK4bEBhusG5%2bcgd... 4/1I/2012 ry (D 0.050" ALUMINUM STORM PANEL FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE UNLIMITED WIDTH -(PERP. TO PANEL SPAN)— 12• MAX. ON CENTER PANEL ATTACHMENT 70 MOUNTING -- HARDWARE OR DIRECT MOUNT.. ' - _•- ons .... . ...... KEYHOLE PUNCH U6T %IL ALTERNATIVE HOLE DIA. OF 5/8' IS ACCEPTABLE `1J I! 1•D � NOTE: TOP MAY BE SLOPED OR RAOIUSED TO MATCH GEOMETRY OF OPENING. MOUNTING HARDWARE MUST BE R01L•FORMED i0 THE RADIUS NO NOTCHING OF MOUNTING HARDWARE TO AOIIEVE SHAPES IS ALL FS6 TYPICAL ELEVATION WITH 1 ALUMINUM S UM PANEONLY •T S. EXTERIOR ELEV ►L NOTES BE 1 WITH 3YW up W 3 � N � � 1 �,� c AI ION TABLE 2 NOTES: i BETWEEN SHUTTER SPANS 15 SEPARATION FROM GLAZING IS REQUIRED - t ,,e (� 4 . NOT PERMITTED. FOR SPANS 'Z` w v BETWEEN THOSE INDICATED ONLY IN ASTM WIND ZONE 0 AND ESSENTIAL ABOVE, THE DESIGN PRESSURES FACILITIES. ,or. FOR THE NEXT HIGHER SPAN LINEAR INTERPOLATION BETWEEN l Y SHALL BE USED. SHUTTER SPANS IS NOT PERMITTED FOR wD DESIGN PRESSURES NOTED SPANS BETWEEN THOSE INDICATED ABOVE, FF HURRICANE PROTECTION IN TABLE I APPLY TO ALL THE SEPARATION FROM GLASS FOR THE NEXT c'g HIGHER SPAN SHALL MOUNTING AND ANCHORAGE D. BE USED. - o m v CONDITIONS AND SHALL NOT 9E �R EXCEEDED. 7} _ _ MAX D TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, ➢ANEL SPAN -' _ " VER IABLE t " ''•---� - `PA*N €t ALLOWABLE SPAN SCHEOIAEIWI7N _ ALUN!NUM PANELSONLY) PANEL ALLOWABLE DESIGN SPAN PRESSURE 111' •J30PSF -)50 PSF _ 139' • 35.9 PSF • 38 1 PSF .. 13Y +99.7 PSf •9i7PSF 126' • H31 PSF • HS T PSF 1 20• . HT s PSF •50H.. Psv' 1It' - - •52.7 PSF -558PSF .. 105' . 567 PSF e2 2 PtiF IDY •05.0 PSF •69.8PSF_ 90 _ s T� 7 PSF • 77 0 PSF - _ w _ •e00 PSF .e00 PST . -: W BSTPBF •eSTPSF Ar •921 PSF-023PSf 7Y •tt00PSF-t000PSF BO' • 109 1 PSF • 109.I P$F 60' �120.0Psp 7 1200 PSf O 1u TABLE 1 NOTES. LINEAR INT-RPOL USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION PANEL INSTALLATIONS MSTALLAT70NS SPAN r130ABOVE •39 ABOVE GRACE GRACE IU' eH• 39 179' er 3t W. LH 9e' 3V 29` IV 26- eH' 3S _ 2t TB' LS- 2Y lr' 3S 2W ..35- I.. 3 FORU5E WITH THIS SYSTEM SHALL BE DETERMINED PER CODE. PRESSURE REQUIREMENTS AS CETERMINED TN-'-�-------•- - ; FLORIDA BUILDING CODE SHALL BE LESS THA11 00. EQUAL 70 TILE - --=•- - - - IUMTESTEO FOR ANY ONIDEO BY AH/ S SS FACTOR. ^---.v • - _-.-- 1 T PRMSCE INFORMATION FOR A SPECIFIC SITE. FOR SIZE a •�^^��- -•--• '— i IN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL --••• -------•- a ,vl THIS DOCUMENT_TNIS CERTIFICATION IS VALID FOR USE IN ul IMPOSED LOADS. .._. __........ ._ _..... 3: LOADS TO THE _..._.-_...... o _ la NHFACRIRED FROM _ --- B KSI, FLEXURAL _.....- IINUM ALLOY, UNLESS NOTED OTHERWISE. All TOLERANCES SHALL BE IN INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED WITH LABELS SPACED NOT MORE THAN EVERY THREE LINEAL FEET PER PANEL I IN THE ABOVE -NOTED BUILDING CODE AND CONTAIN AT LEAST THE FOLLOWING:' ����-• —mom- _ ILLE LEVEL D MeeaIS OPTIONAL HORIZONTAL MOUNT GATED STEEL, GALVANIZED STEE STAINLESS STEEL, OR 202a-T6 ALUMINUM ISULATED OOF 33 KSWEVENT ELLE�CTROLYSIS AS PRESCRIBED IN THE ABOVE -NOTED 1 / N.T.S. EXTERIOR ELEV 11-TCM-0003 I T- 1.01' 0.062` --- 12.00- (COVERAGE) .... i------6.00' (COVERAGE) l 0.0495" 0.049S' s1} 1. 1.00•� 1.074 14.375•(TOTALWIOTH) _ 07 8.332• HALF PANEL----••----} O1 ALUMINUM STORM PANEL ALUMINUM HALF STORM PANEL 9 , NOTE. HALF SiONI FAGEL SNAIL pR 0.094• � o m n •---L "0.062'--���•� j 2 'W' HEADER 1 ", 2' OR 3- �y a .090' 1 - 0.315- • 7' � TYPE�.. = D.188'-j� •' 1/4.20 SQ./f HEAD WITS }�-•O.OR6• W/WINGNUI SPACED AT I 7 BUILD -OUT "F" TRACK 2.250' 0.095- i 0.0=�' •0,094• n '•1 y 01-- j • S � .L 0.062" iT 0.062' 3 "U" HEADER END PANEL TO CLOSE THE RFMAM114G OPEnv G '"AT NAY at LESS THAN TUtL PANEL WIDTH T • -MAX. S.238- ir1/4.20X3/4 KNURLED STUDS I WINGNUTS SPACED AT 12' 0.0 0.1I0' { 0.125• ) (DIRECTION MAY Be REVERSED 0.0941J P 1 -�� N 1.000' 1 L-_2•. 3".4"ORS• 3a BUILD -OUT "U" HEADER ®STUD ANGLE 5EE COYPO\EN7 NOILS t--• 2.SW --• 0.100• I 7YP 12" PANEL COVERAGE f: -15 1/4• MIRK TOTAL PANEL WIDTH ib POLYCARBONATE STORM PANEL rl/4.20%3/4 KNURLED I STUDS W/ WINGN SPACED AT 12" O.C. 0.1191- +,. (DIRECTION MAY BE I, REVERSED) 0.091' 1.000'= I MINIMUM 2 LEG ' 4a STUD ANGLE SEE COVPONEN• NOTES 0 31 o. ".�� rD.31s• ,.(ej j _ 0.190•a� j 0.465' •T- ia.�oa13• n sL F'T IRl C T `I TYP.� \ �O.a6S" I ` ! . .. -1/4.20 SQ✓HEX 1/4.20 SQ✓HE% - , MEAD BOLT STUDS .0.125• •t1A00•-• • W/ WINGNUTS T .... I IEAD BOLT STUDS 0.090' WI WINGNUTS (IYP) SdACEO AT IZ-O SPACED AT 12• a (LEG DIRECTION 1. 11 B F TRACK - • •--- --•- . MAY 8E REVERSED) ea 'F" ANGLE TRACK COMPONENT NOTES ANCHOR HEADS MUST NOT INIERFEHE WITH INSTALLATION Of _ THE PANEL. ANCHORS SHA! L NDT BE INSTALLED MORE THAN 3' e FROH END OF EXTRUSIONS. IF ANCHORS MUST BE MOVED TO FACILITATE INSTALLATION OF THE PANEL, ANCHOR SCHEDULE 0.069 4J. REQUIREMENTS SUCH AS CENTERLINE DISTANCES, EMBEDMENT, D.12S' EDGE DISTANCE, ETC MUST BE MAINTAINED. 0.44•• 0.673` r--(-��t 0. 25• ; l y f TTITTT---TTT��� 0.05"• }• ^r I f �O..Ti3• ��1pry„��vu.!') _ 2AEMC3 0.25" T'_' 1--- r i N1111\111W Aim 0.30'1 :J �tii{ii UAHER WIN 1 'DO KEYHOLE WASHER 31 1 -20 S HEX 2 ?/4-20 316 SS MACHINE -RECES' AT 20 GA. �Lv. STEEL <T•03Sv O �"�/ © 13 1#141E3/4 316 SS E ONLY GRADE A0 oR 0030• ALON HEAD BOLT BOLT W/NUT AL_Ol 13004-N341 SOSISMS SCREW UTS I1/4.2OX3/4 KNURLED STUDS W/ WINGNUTS 1 SPACED AT 12- O.C. 0.091" - ( (DIRFCON MAV BE -' REVERSED) rA N0.091• 1.00 }--4 MINIMUM .632' LEG 46 STUD ANGLE SEE .COMPONENT NOTES ��-0.125'• 0.125• .iii+rs�,r++txrs¢>r. SOANGLE i 14 i/a-zo Q 1 4_20TRUSS SIDEWALK BOLT HEAD 80LT REOL-Ris USL CCW;;o-kf.SKa IN DIRECT MOUNT APPLICA'ILINS 1MRd1 gag a 0 jimN-•l45 3L yr a __ I (-J ANCHOR PER ANCHOR - EXISTING _ EXISTING SCHEDULE HOST STRUCTURE CONNlCT1� Ory rypE C2 Ya MOST 0.327' CONNECTION TYPE CZ ANCHOR PER ANCHOR STRUCTURE MAX. J �%% ANCHOR PERANCHOR r-SOIEDULE / 13*11 E,L,Yi MAX (// -SCHEDULE EXISTING 0.437' l 13 012. O.0 M (/ EMBED. 0.437- HOST ' MAX. / MAX STRUCTURE ..-Yi MAX- '�• / Yi MAX ! EMBED. X _ GLASS SEPARATION -.(= _ I` � - !'� E 4 99 (WIND ZONE 4 AND GLASS SEPARATION ) a ALT. LEG DIRECTION ! - F - `"'- �� ZX .�. m w ESSENTIAI FACILITIES (WAND ZONE 4 AND / In I CONNECTION TYPE C3 11 �- W 1� ONLY) ESSENTIAL FACILITIES J ---�1�--i -. ---.. ANCHOR PER ANCHOR j- •;1 - \ GLASS SEPARATION W � ONLY) SCHEDULE (WIND ZONE 4 AND ). H I+•" 3 J l J"H" MOUNT SECTION BUILD -OUT "U' MOUNT ESSENTIAL FACILITIES rj o u; g LL SECTION ONLY) V no o A GLASS SEPARATION - C ALT. BUILD-OUT'U" MOUNT SECTION (WIND ZONE 4Af1D ••�--_ � � •-�• ...._ - - ESSENTIAL FACILITIES\ ALL LEG DIRECTION GLASS SEPARATION " ONLY) (WIND 20TlE 4 AND GLASS SEPARATION .(� CONNECTIO TYP C3 1 _ f i ANCHOR PER ANCHOR !ESSENTIAL FACILITIES (WIND TUNE 4 AN ; _ % ONLY) ESSENTIAI. FACILITIES - --"' j SCHEDULE ^4�T JC +-. ___._. ..IEEE—._-_ �-•HOST ONLY) �I�'L"llcl. EXISTING -T' y 1� 1/4.20X3/4 STRUCTURE:' �Z % q n KNURLED /�� 0.93T "uf / %,j' �/1 ce tiZ'A• ;! Q, //•%l� % STUDS SPACED 1,�.••- MAX • �T7 / E 12' O.C. MAX �•<�/U/ �{p� (�-; `3�, �//(7 _ d7 !�. i• p �•":% // }i _,_1 _..-_« �/. r] /' EMBED. F�' :�_ _ :., (H.I'l �/ /�/'' oz' y a /' •� / ! I• / 2 3 / /�' aal J ,✓��r / / 4� I - /•' ,/ I tj[[' 0.432' EXISTING ✓ .'q f• ....L' /! MAX • --L. r ,' EMBED. HOST \ CONNECTION TYPE Cl Y y u I GON•[IFCTION PE Ci y. ,,,Y-5T0.UCTURE CONNECTION I fRE Cl CONNECTION TVP C3 "'~,lt " / / LEY _.._._ 3 ANCMOF PF.R ANCHOR E. Y7 y ANCHOR PER ANCHOR SCHEDULE. .E a g 3 SCHEDULE AXCNOR PER ANOIOR ANCHOR PER ANCHOR j' fASTEN O 6' O.C. OR 12' O.C., BUT 00 9! SCHEDULE BCHEOUIE = . NOT EXCEED ANCHOR SCHEDULE sa OD ANGLE WAL i�pAT-g ON SPACING. KEYHOLE WASHER RE.�UIRED �E BUILD -OUT "F"TRACK SECTION_ If ANCHORED WITH TRUSS HEAD BOLT — -- - - "- -- - -- ---- -- OF DIRECT MOUNT SECTION EXIST G CONNECTION TYPE C2 '�/l �EOG�l1 ✓''� J ANCHOR PER ANCHOR FXIStING NTYPE C4 DST /'�.�/%/�% 1 ' � • / A D75i. SONNEC710 GLASS SEPARATION t / SCHEDULE / 0.G25-/ 1lOST y' // / ' r Sl CTURE • jSTRUL URE -, / %Q/' ANCHOR PER ANCHOR (WINO ZONE 4 AND /% • w / / SCHEDULE ESSENTIAL FACILITIES I%'• (') w a!� •! w� , : ONLY) � rah • ! f�.{' a z-I-_.--•_I ie�� i 't!//:/ /EMBED. ' �i:� EQ• EQ•• (4)PIZ V u u�i �f. it . t AE3RyA x i 7i MAX j r-''-=-- -- - �// LEG DIAEC110N MAY BE REVERSED w % / /a ` ; - _ GLASS SEPARATION CDNN9CTIOf4 7YpE C9 / ! /' 5 ��• (WINO ZONE 4 AND / f ANCHOR PER ANCHOR / / ED EO►1X011TWHLSBANEp►E ALT. LEG DIRECTION \ I" 1" ESSENTIAL FACILITIES SCHEDULE- O�T NECTION TYPE C2 i MASS SEPARATION ONLY) /� 11-TCM-0003 NCHOR PER ANQIUR (WIND ZONE 4 AND 02 SCHEDULE ESSENTIAL FACILITIES ONLY) EXISTING HOST ©'F' TRACK MOUNT SECTION STRUCTURE j aR H TRAP "U" HEADER SECTION OI TRAP STUD ANGLE SECTION