Loading...
HomeMy WebLinkAboutNotice of Commencement (18279) U 111 ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date:T 115 Permit Number: X50 y_(32W) RECEIVED APR 2 3•M 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: Shutter PROPOSED IMPROVEMENT LOCATION: Address: 5600 S OCEAN DR#704, JENSEN BEACH FL 34957 Legal Description: EMPRESS CONDOMINIUM UNIT 704 (OR 1982-689) Property Tax ID#: 4502 620 0049 000 2 Akwe "'? Lot No.- 561-721-5611 Site Plan Name: WHEN REA.-Di, Block No. Project Name: JONES Setbacks Front Back: Right Side: Left Side: s,`.•^t.c,,.; _.a.. ..ii� t• " :r+i '..�.:i:..r. _013 , a" •:n'.` ".:."•.R:, ..• � �;3 :�!;.,3ut�, ' �.:;r=�•`.,n.Etr� y�t,,� a� '::_ :�"� #�. � Ft DETAILEDDESCRIPTIONQ;FWiORK �. O:v stt,V t 1�4. * "'1' ��'N �7'7 .'•�::�"K:�.yT':'':'i} n,. i°`, i� s, x � "r`.e i• &�!� �. •fd L 3 °; t fid' ,&''°EK?``� .r'�"�.r n�.s•,!�. x Kp,�3r.�.ae � y .,r q, ;¢r-g,,y� s. � ,G. L ..�,1k.t '� TJ Yw� �1''f�^r.16� Y`� /—i7; �`'• 'C9% �i F''i��s73'Xx,r� � �d , � .1 Additional work to florme .un e. r.this permit-check a _appy: Gasank , ❑: Gas Piping Shutters rs : . ❑Windo❑HVAC ws/Doors 11 Electric 0 PlumbingSprinklers ❑Generator E Roof Total Sq. Ft of Construction: SFt.of First Floor: Do _ Cost of Construction:$ "7 0-1 5, Utilities: _Sewer Septic Building Height: mirl CONTRACTOR: F. Name HAROLD JONES Name: CHARLES J.STYPULKOWSKI Address:820 LANE 105 LAKE JAMES' • Compa•riy,: FOLDING SHUTTER CORPORATION City:.ANGOLA. - State:IN Address::7,089.HENISTREET PLACE "" 467031• .' V'' ' WEST PALM BEACH FL Zip Code: ::Fax: City: State: . .Zip Code: ;33' FaxPhoneeo ... 561 640 8204 E-Mail: Phone No. 561 683 4811 Fill in-fee simple Title Holder on next page(if different E-Mail: INFO@FOLDINGSHUTTERS� ,QJVI .. from the Owner listed above) State or County License:'SCC13115' 2 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. N RBgdY tia t MAX : r�fc sem;< rs.a_.ae;:.c: }iK SU:PPL9EIVl_ENTAL'�CONYS*TRUCT{ION`LIEsN;LAVI/ N;FD,RM ,1TI EWIN a ,..fi..-o+..r+:.._. ,n� 1�F k, 4' x N• ..•a;7 i T, f4 ) , `t' - -ti sig....-ate• F ..> >F;t cl.i.a1>r. .ux�. s..•.,,t'r -.4_^ _.Ll..e:tlST.�.- .r.Jt: -S:^i54!$)a•: ��+e.J[:u:a-..�G•61La+ ..Y:'liu+Jw-—��:� uro ahiw5 Yb DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name:' Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: 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 permitholder 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 I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and 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 non-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 our Notice of Commencement. :p:17"f9.'M.:P:.l -_i4c .(a:�L..—,Z'rZ- ,— '®r. _ S :,�`'3_'<" �.`:�°'Ct,-i+r's.:�e�• 'X�i:s,F• r.;r.ii%`R�.'_.iswayNk;7^• ;�,-'�> � :-F+y i+- a'•,.rte •:z":"' - Signature of n.e �LessEe% mt �� rt `r •� Signgn,atu�'re o ntractor,/s ;se..Holder ;,; ;-? b�a , STATE OF FLORID �// STATE OF FLOR A /- COUNTY OF I"I to-% COUNTY OF W4&", The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 2A. day ofA9RU( 20 Eby this as day of 4eK•( 20 (57- by Oiarlee J. StypulksDyMd MaVhm J. StAmIkOWOM (Name of person acknowledging) (Name of person acknowledging) (Signature of Notary7PuOR -State of Florida) (Signature of Nota��_OR State of Florida) PersonallyKnown Produced Identification Personally Known Produced Identification Type of Identification Produced Type of Identification Produced Commission No. %Fl,O ON7 (Seal) Commission No. 1— �1 s'o�`7 (Seal) of _y4j.o� NOTARY PUB CPAMELA A. S �,ot1�YAso PAMELA A.EVANS s NOTARY PUBLIC cWcels STATE OF FLORIDA a -+STATE OF FLORIDA Revised 07/15/2014 Comm#FF150967 Comm#FF150967 Expires 10/11/2018 s 10/11/2018 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS 140' MRH EXP. vvD FILE COO BALCONY. #704 HALLWAY BLDG ENTRY RECEIV`D APR 2 Z0 y o :b J,QNES SKIP O:C:EAN bR1VE#70.4: :o �.., c. Impact'Windows. i.ENSEN BEACH,:FL'849:57 --,. .•„�, .. .;!_�_ ,-, a c ;FACTGRY'OIREC;T,,�SINCE�1988� � .:' 03/09/2012-1:54pm gabNeis F:\01 Project Files\2010-MPS\400 Wind Charts\_Reference\00-MPS10-400 Series(Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY = 165 MPH MRH > 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES(PSF)-ZONE4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributery Area(Sq Ft_ �- _ Roof Tributary Area(2qf!j(2f! 1.TABLES ARE INTENDED TO DEPICT-THE-'WORST USE'PRESSURES.'WORST CASE'IS ' Height 10 15 20 25 30 35-40 ' 45 SU =Ffelght SO 15 20 25 30 35 40 45 50 DEFINED AS THE CRITICAL-CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS.REQUIRED:FOR USE;WTIH THESE TABLES. =51.7 -51.7 -51.7 -51.2 -50.6 -50,2 =-49:8_-49:4 .-49.1 •` -94.8 -94.8 -94.8 -92.1 -90.0 -88.1 -86.5 -85.1 -83.9 2. TABLES VALID ONLYjFOR!BUILDINGS-OF MEAN ROOF HEIGHT AS LIMITED ABOVE. 0-70 ft +51.7 +51.7 +51.7 +50:7 +49.9 +49.21:+48:6--+481 +47:6' �0-70�ft +51.7 +51.7 +51.7 +50.7 +49.9 +49.2 +48.6 +48.1 +47.6 3 TABLES VALID FOR ALL-ROOF,TYPES-&SLOPES.APPLICABLE REDUCTIONS FOR ROOF SLOPES -52.9 -52.9 -5219 -52.4 -51.8 -51.31 --50.9. ,50.6 -50,3 -97.0 -97.0 -97.0 -94.3 -92.1 -90.2 -88.6 -87.1 -85.8 LESS THAN 10 SHALL BE PERFORMED BY'AN'ENGINEER AS A SITE SPECIFIC CONDITION. 4.IDENTIFY THE BUILDING MEAN,(AVERAGE)ROOF HEIGHT.IF THE MEAN ROOF HEIGHT 80 ft +52.9 +52.9 +52.9 +51.9 +51.1 +60.4'-+49.7 +49.2 +48.7 \80 ft +52.9 +52.9 +52.9 +51.9 +51.1 +50.4 +49.7 +49.2 +48.7 CANNOT BE IDENTIFIED;IUSE THE'PEAK ROOF HEIGHT. 54.0 -54.0 -54,0 -53.4 -52.9 -52.4 •-52.0 =51.6='-51.3 99.0 -99.0 -99.0 -96.2 -94.0 -92.1 -90.4 -88.9 -87.fi 5.ALWAYS ROUND,UP ROOF-HEIGHTS TO NEXT TABLE VALUE OR CONSERVATIVE ASSUMPTION. 90 ft _ 90 it 6.CALCULATE THE TRIBUTARY AREA�OF THE OPENING IN QUESTION(HEIGHT WIDTH)OR +54.0 +54.0 +54.0 +53.0 +52.1 +51:4 +50.8+Sd1.-+49.7 +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 +50.2 +49.7 THE SPAN LENGTH(HEIGHT)MULTIPIIED-BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS 55.0 -55.0 -55.0 -54A -53.9 x53.4 -53.OI -S2.6 -52:3-S� 10.0+ -100.8 -100.8 -100.8 -98.0 -95.7 -93.8 -92.1 -90.6 -89.2 THAN ONE-THIRD THE.SPAN_LENGTH(HQGHT--'/,3).,USE THE AREA BETWEEN STRUCTURAL IGOft +55.0 +55.0 +55.0 +53.9 +53.1 •+52.4 I+51:71_+51:2" r+50:7 �Ulj '•100 it +55.0 +55.0 +55.0 +53.9 +53.1 +52.4 +51.7 +51.2 +50.7 OPENINGS ONLY-Il'IS INCLUDES•All SB ETWEEN;STRUCTURAL MULLS. IF THETRIBUTARY AREA OF AN OPENING CANNOT.BE.IDENTIFIED :M -55.9 CRITICAL(10 SQUARE FEET)SHALL -55.9 -55.9 -55.9 -55.3 -54.8 -S4.,'J :53.8. -53:5 -S3.1 ._ -102.5 -102.5 -102.5 -99.7 -97.3 -95.3 -93.6 -92.1 -90.7 BE USED.ALWAYS ROUND TRIBUTARY AREA-DOWN TO THE LESSER TABLE VALUE.FOR LARGER 110 ft -• - 110 It TRIBUTARY AREAS THAN"PUBLISHED,'USE THE LARGEST PUBLISHED VALUE. +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 7,IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -56.8 -56.8, -56.8 -56.2 -SS.6 -55.1 -54.7 -54.3 -53.9 -104.1 -104.1 -104.1 -101.2 -98.8 -96.8 -95.0 -93.5 -92.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 120 It +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.8 +52.3 120 ft +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.8 +52.3 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 57.6 -57.6 .-57.6 -57.0 -56.4 -55.9 -55.4 -55.0 -54.7 130 ft 105.6 -105.6-105.6 -102.6 -100.2 -98.1 -96.4_ --94.8 _93,q 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE, 130 ft +57.6 +57.6 +57.6 +56.5 +55.6 +54.8 +S4.1 +53.5 + +57.6 +57.6 +57.6 +56:S--+55:6 +S4.8 +S4.r +53.5' +53.0 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -58.3 -58.3 -58.3 -57.7 -57.1 -56.6 -56.1 -55,8 -55.4 -106.9 -106.9 -106.9 -103.9 -101.5 -99:4 -97.6 -96.0 -94,6 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 140 ft 140 ft ' i +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +54.8 +54.2 +53.7 +58.3 +58.3 +58.3 +57.2' •+56:3 .+55.5 +54.8' +54.2 +S3.7 GENERAL NOTES' ISO ft -59.0 -59.0 -59.0 -58.4 -57.8 -57:3 -56.8 -56.4 -3U.7 150 R -108.2 -108.2 -108.2 -105.2 -102.7:100.6 -98:8`'-97.2 -95.8 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +59.0 +59.0 +59.0 +57.9 +57.0 +56.2 +55.5 +54.9- +54.4 +59.0 +59.0 +59.0 +57.9 +57.0 +56.2 +55.5- +54.9 +54.4 METHODOLOGY'PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -59.7 -59.7 -59.7 -59.1 -58A -57.9 -57.5 -57.1 -56.7 -109.4 -109.4 -109.4 -106.4 -103.9 -101.7 -99.9 -98.3 •96.8 CRITERIA AS OUTLINED HEREIN. 160 It +59.7 +59.7 +59.7 +58.5 +57.6 +56.8 +56.1 +55.5 +55.0 160 ft +59.7 +59.7 +59.7 +58.5 +57.6 +5618 •+56.1 +55.5 +55.0 2•DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -60.3 -60.3 -60.3 -59.7 -59.1 -58.5 -58.1 -57.7 -57.3 -110.6 -110.6 -110.6 -107.5 -105.0 -102.8 -101.0 x-99.3 -97.9 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLATTERRAIN USE ONLY. THESE TABLES 170 ft 170 ft +60.3 +60.3 +60.3 +59.2 +58.2 +57.4 +56.7 +56.1 +55.6 +60.3 +60.3 +60.3 +59.2''+8872 +57.4 - I'+56.7 1, +55.6 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0,18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 60.9 -60.9 -60.9 -60.3 -S9.7 -59.1 -58.7 -58.2 -57.9 -111.7 -111.7 -111.7 -108.6 -106.0 403.9 -102.0 -100.3 -98.8 LOCAL BUILDING DEPARTMENT,HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 180 ft +60.9 +60.9 +60.9 +59.8 +S8.8 +S8.0 +57.3 +56.7 +56.1 180 ft +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 +56.1 WALLS AND VERTICAL SURFACES ONLY, -61.5 -615 -61.5 -60.9 -602 -59.7 -59.2 --58.8 -58.4 -112.8 -112.8 =112.8 -109.6 =107.0 -104.8 -102.9 -101.3 -99,8 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNAROO,P.E. 190 ft +61.5 +61.5 +61.5 +60.3 +59.4 +585 +57.8 +57.2 +56.6 190 it +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 +56.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 62.1 -62.1 -62.1 -61.4 -60.8 -60.2 -59.7 -59.3_--59.0_ -113.8 -113.8 -113.8 -110.6 -108.0 -105.8 -103.9 -102.2 -100.7 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER 200 ft +62:1 +62.1 +62.1 +60.9 +59.9 +59:1 •+58:3 +57.7 +57.1 ' '1.200 ft NG +62.1 +62.1 +62.1 +60.9 +59.9 +59.1 +58.3 +57.7. +57.1 B�ILDINGEDEPARTMENT ANDNTS I PERMIT HOLD R NO WARRANTY FOR APPLICABN SHALL BE.DICTATED.AND VERIFIED BY THE ILITY OF TABLE -62.6 -62.6 -62.6 -61.9 -61.3 -60.7 --60.3_ -59:8" -59.5 r -114.7 -114.7-114.7 -111.5 -108.9 -106.7 -104.7 -103.1 -101.5 VALUE USE IS OFFERED HEREIN.-----,_ 210 ft I �•• 210 ft 5,THIS SPECIFICATION ISNOT INTENDED.TO OFFER ANY PRODUCT APPROVED +62.6 +62.6 +62.6 +6L4 +60.4 +59.6 •+58:8 +582• '+57.6. +62.6 +62.6 +62.6 +61.4 +60A +59.6 +58.8 +58.2 +57.6 CERTIFICATION. REFER-TO-ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER -63.1 -63.1 -63:1 -62A -61.8 -61.21=-60.7_ =60.3 -59.9 ` 115.7 -115.7 -115.7 -112.4 -109.8 -107.5 -105.6 -103.9 -102A APPROVALS FOR DESIGN-&.INSTALLATION'INFORMATION AND APPLICABILITY OF THESE TABLE 220 ft +63.1 +63.1 +63.1 +61.9 +60.9 +60.01+59.3.+58:7 +SA& `l`220 ft +63.1 +63.1 +63.1 +61.9 +60.9 +60.0 +59.3 +58.7 +58.1 VALUES WHICH IS TO BE VERIFIED•BY OTHERS IN�ACCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 230 ft •63.6 -63.6 -63.6 -62.9 -62.3 -61.7-:;61.2• X60.8. '-60:4'- 230 f[ •116.6 -116.6 -116.6 -113.3 -110.6 -108.4 -106.4 -104.7 -103.2 7,NO CERTIFICATION"IS-OFFERED-FOR THE INTEGRITY OF THE HOST STRUCTURE. +63.6 +63.6 +63.6 +62A +61.4 +60.5 +59.8'-+59!1-1-+58.6 +63.6 +63.6 +63.6 +62.4 +61A +60.5 +59.8 +59.1 +58.6 8,EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR -64.1 -64.1 -64.1 -63A -62.7 -62.2 •-61:7„ -61.2= -60.9 . _ 117.4 -117.4 -117A -114.1 -111.5 -109.2 -107.2 -105.5 -103.9 AFFIRMATIONS ARE INTENDED. 240 ft +64.1 +64.1 +64.1 462.8 +61.8 +61.0 460.2� +59.6--+59.0 •I,I .24D f[ +64.1 +64.1 +64.11+62.81 +61.8 +61.0 +60.2 +59.6 +59.0 a-10%OF LEAST HORIZONTAL DIMENSION.OR'40°/a;OF MRH, PEAK ROOF -64.5 -64.5 •64.5 -63.8 -63.2 -62.6••-62:1" =61:7' .-61:3 -118.3 -118.3 -118.3 -115.0 -112.2 -110.0 -108.0 -106.2 -104.7 WHICHEVER IS SMALLER�_BU7'NOT'L'ESS THAN�4%OF LEAST HORIZONTAL HEIGHT 250 ft - �L- --"-J 250 ft DIMENSION OR 3FT(1i i):•USEiZONE 5•IFAT ALL IN QUESTION.CONSULT +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN' =65.0 -65.0 •65.0 •64.3 -63.6 -63.0 -62.5 -62.1 -61.7 -119.1 -119.1 -119.1 -115.7 -113.0 -110.7 -108.7 -107.0 -105.4 ROOF 260 ft 260 ft a a EAVE HEIGHT +65.0 +65.6 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 +65.0 +65.0 +6S.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 ROOF -65A -65A -65.4 -64.7 -64.0 -63.4 -62.9 -62.5 -62.1 -119.9 -119.9 -119.9 -116.5 -113.8 '-111.4 -109.4 -107.7 -106.1 � �- HEIGHT 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 5 50 65.8 -65.8 •65.8 -65.1 -64.4 -63.8 63.3 -62.9 -62.5 120.6 -120.6 -120.6 -117.2 -114.5 -112.1 -110.1 -108:3 -106.7 ® I 280 ft +65.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6 280 ft +65.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6 5 I Jr ® ® " ELEVATION _ -66.2 -66.2 -66.2 -65.5 -64.8 -fi4.2 -63.7 -63.3 -62.9 -12L4 -121.4 -121.4 -118.0 -115.2 -112.8 -110.8 -109.0 -107.4 Q 290 ft +66.2 +662 +66.2 +64.9 +63.9 +63.0 +62.1 +616 +61.0 290 it +66.2 +66.2 +66.2 +64.9 +63.9 +63.0 +62.2 +61.61+610 WALL ZONE FIGURES /�� ISOM RI D n O o REMARKS DRWN CHKD DATE at n m o INITISSUE SSS TSB 03/05/12 2010 FLORIDA BUILDING CODE ENGINEERING o o� o m - EXPRESS° <� -- c m 3 ASCE 7-10, CHAPTER 30 n o r n - _ DESIGN LOADS FOR COMPONENTS&CLADDING S -� Dm z N 9 160 SW 12th AVENUE, #106 �0 I, �z v I I-''' r - - MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 mz - - z In O m THISDOCUMENTISTHE PROPERTY OFFRANK L.BENNAROO• o` N-"- a PH:(954)354-0660 FAX:(954)354-0443 z0 0 O L PXAND SHALL NOT BE REPRODUCED IN WHOLE OR PART ASCE mO O OWITHOUT ERATIOTENDDITINTOF S,HIGHWHTING, ROTHP.E � 7 - 10 WWW.ENGE#9885 ALTERATIONS,ADDITIONS,HIGHLIGHTING,OR OTHER CERT OF AUTH p9995 MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND • INVALIDATE OUR CERTIFICATION. TF :b.�; ;..�,�ice_,-.1: SCIS Home Log In ' User Registration Hot Topics I Submit Surcharge Stats&Fads Publications FBC Staff :BCIS Site Map ,Unks ;Search j Business's Profess "fQ� 19� Product Approval 1 rofess16'r'al 'USER:Public User �t�;J�IciI�E'1 Product Approval Menu>Pr�yd or AMBal_on 5earch>App11Otlon Itsj>Application Detail C L FL# FL6410-R5 Application Type Revision Code Version 2010 ^�•'' Application Status Approved Comments Archived Product Manufacturer Folding Shutter Corporatlon Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 gary@foldingshutters.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,'FL 33413 (561)209-7675 edh@foldingshutters•com Category Shutters Subcategory Accordion Compliance Method Evaluation Report.from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Frank L.Bennardo, P.E. developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2015 Validated By Jorge A. Pomerantz,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL6410 R5 COI Cert Indeo.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http://www.fl,oridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs7kTE8Wajj2szs... 3/8/2012 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/26/2011 Date Approved 01/31/2012 Summary of Products FL* IModel,Humber or Name. [Description I 6410.1 Iffitan II Folding Shutter Accordion Shutter j Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6410R5 II Dwg.pdf 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:See engineering drawings for design limitations FL6410 R5 AE Eval Rot odf (allowable spans, mounting conditions,anchor options, Created by Independent Third Party:Yes etc.) Back Next Qntart Us::1940 North Monroe Street,Talla asap FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Cooyri9ht 2007-2010 State of Florida ::Privacy Statement::Accessibility Statement:;Refund Statement, 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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions regarding DBPR's ADA web accessibility,please contact our Web Master at wPhmaster6MdbDr.state.0.u�. Product Approval Accepts: ®® YR l recvrit�•an•rtac� Trustee, iw+rai , vu•rn http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgs7kTE8Wajj2szs... 3/8/2012 11KL HAADOiPR.J TITAN II FOLDING SHUTTER e SLAT SPAN GENERAL NOTES: SCHEDULE L THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A '• LARGE MLSSDEIMPACTPROTELf111ESYSTEM INACOORDANCE WRD RtAaTgN ,Q�• -�, WIMTHETICQUtR[3HEN1''OFTHEZDSOFlORIDABUILDING MIWURE P06ITIVE NCt1A7NE ATTOP6 � CODE Po0.USE 1tRitHM AND OUISTOETHE HI GH 1fElOCL1Y i0 PRES3UAE PRESSURE BOTTOM HURRICANE ZONE CHym,PERTAS 201,202,8:203 PRO=LS, WIDTHUNLIMrtED 30w 141* 144.0- 1SOroR Z L�ix'•'g 2. NO 33-1/3%INGIEASE IN AUDWAME STRESS HAS BEEN emir emir "RA R A V�� USED iN THE DESIGN OFTHIS PRODUCE.WIND LOAD DURATION 33 pt1 IWO 100.0- 146 ro4 � toll B FACTOR 04.1.6 HAS BEEN USED POR WOOD ANCHOR DESIGN. 1440 i44AP emir 2100 stet 3. POSITIVE AND NEGATIVE DESIGN PRESSURES i TOP MOUNT ,HOIJHiING W dil CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 40 Put tomtr 100.0- te77A DETERMINED BY OTHERS ON A 303-MCIRC BASIS IN AS.PEQ'D SEC110N5 taa 144.0- toomt 1�( ACCORDANCE WITH THE GOVERNING OODESITE•SPECEIC eoa• Bair Meant 3 PAESStIREshREQl1IREMBtT5As0ETERHINEDINA000RDAN� � 4ep.i no• bra lermn, .�iC4� C NRTH A1 230.1• 144.0- 2I6MR < BUILDING CODE SHALL BE LESS THAN OREQUALTO THE e6.a e6.a 1263.22 POSITIVE OR NEGATIVE DESIGN PRESSUIEGPAGITY•VALUES LISTED HEREIN FOR ANY ASSEt8LY AS SHOWN. MOP eo a 167 ER 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON SECT Pmt 200.0- toe,a 1001MR MA10M@tTESTEDPRESSURESDr4mED6YAISSAFETY llf-w tnaaa a02soo art"FA _ tier 1s. FAS -THE SYSTEM DETAXtD HEREIN 19 GENEI=•AND DOE: emir ee a Nair 0202 Q NOT PROVIDE INFORMATION FOR A'S4ECMC'SrM'IFSTTE I 6La 61.0- 1s7 FA V CONDITIONS DEVIATE FROM THE CONDITIONS DETAIIED espot Irma 16oa •229WR j HEREIN,A LICENSED ENGINEER OR REGISTEREDARQ1ftESTT 120.0- 120,0- 273 Ron ENx i3 SHALL PREPARE SITE SPECFICDOCUMENP'TOBEUSED IN e6a® I .a. t60 M&04r0- N3 iZF{ CONJUNCTION WITH THIS DOCUMENT- iW�6 d 6. THE ADEQUACY OFTHE0WIiGSTRUCR1RETO �Y62Pdi t0o.a 1w.a ;IZWARt 5 Y MWAND SUPERIiPOSID(DADS IS OUTSIDETHE SCOPE OF I 130•1• Nur S . TNItSCMTMMTIONANDSHALLSEVEITFIFDBYOERS. '• 36 Eva 30.0- `te0AR = 7. ALL COMPONENTS SHALL CIDNFORMTOTHMPMPEL11M Y n0- eta 244ieB �2gSI SPECIFICATIONS t.LEUSIWN�N�S SEDIi sEE15063-16 ALUMINUM ALUM, I espt i� Im a�1e0 t1�M! UNLESS NOTED OTHERWISE, Ibm 9. ALLPOLYCARBONATEMATUMMSFMUSEMIMTtM ma _ eo.a 77 " SYSTEM SHALLSE'MANUFACTUREDMOM110%SYNTHETIC z 70ptf to0,0-- t00.P 2e2R6t THEU10PlIL5TICPOLYMERREIN(WSTAIiNi®)AND 120.2' 220.2• 3uroR Aa DEMONSTNITECOMP)]ANCUWIMSECTION26120FTHE .0-60eea er tAte mJ q I BUIIbGCODESPC4FD� Te ADM I w 10o.a ImA' 6t6WR Q R de 10.sHUTTERss1ULLBEPERMANENTtYLABT3IDWITHA 123.1 12W. 36711A {L MINIMUM OFONE LABEL PER ASSEMBLY1:ONIAIMNGIM saw ttla 119.0- 400bRt FOLLOWING: 80W 113.0- t13.a 424AR r FOLDINGSHuTImcaRPDRNUON _ t00pef torr to7.2' 1 447ma WESTPALKBEACM,:FlL AOUHF IMP" - 102r tots 46SWft If>! TAS 201,202 LL 203 AS REQ•D 12DW ear ear 464Eet FLORIDA PROD=APPMVAL•NUF7>3Eit 130.11" e9.r epr 483Bfm 11.THIS SHUTTER SYSTEM HAS>$!IDESIGNED A7b:IESR Lg TO THE MA70MUM SPANS AND GORRESPONDING.LDROSSHOWN '• -7"W-oeH •7►r 77.5 483 bR d a a HEREIN, TYPICAL ELEVATION 12.Top eBOTTOM DETATLsstlommYmMrEeaWOm teoem axyzlr 092-72r 4e3etet AS FIELD COHD=Ns DICTATE WHERETNM AS SUc H. NTS. EJOER ELEV 17o p:t 8es• eer 403 b% 13.ALL BOLTS,MINS.aWAstIE7tS5}tAII.BEIItIC0DATM 1 teope: e4.r e4.r 4e3AAL STEEL,GALVANIZEDSTEP.,STA1Nl><SSS 5T13JJ.,OR.Al11MDNM _ 2=M p,t Bair Bea 453 R+rt N ALLOY 0 RT075-TS.TflC:11ND'SHEET�LETNILSCREW+. SHALL BE SAE GR.2 MINIMUM ORMWALITTI: Q s 14•STEEL SURFACESTO866ALTD7*1CONiACTWITH SLAT SPAN SCHEDULE NOTES: 1: § ALUMINUM SHALL BE GIVEN ONE CCOMIZINCQIiROMRm PRIMERORMULBEGALVANIt . L SPANS SHOWN IN SUT SPANSCNEDONE ARE MA7CTlUN 0�ttee0 es4o0rL A �TEENRSACH.MPECTIVE �eNEEGVDESIGPESUREMIN MUMOFPosImOR 114sc-0002 f., NEGATIVE ALLOWABLE SPANS SHALLGONERN DESIGN. 02 2. THIS SCHEDULE MAYBE USED FORALLMOUNTING • CONDITIONS LISTED HEREIN. 3. USE•REACTION AT TOP R BOTTOWTO DETERMINE ANCHOR SPACING FOR APMOPRUTE MOUNDNG tOMMMS vs e PER CONNECTION G4PAN7TYSGNEDULES. 4. P72A DESIGNATES CONDITIONS WHICH ARE NOT ACCEPORBLE FOR USE. Ii r, TANK L EEIaMR001!.6. 1.9°4 {--2941• t- r 0 43 725 .697•. { OA62• ' �:N 65 2 � l 0.688 0.062 TYP. aarTYP cow� Rb.154'' 0.688• aoo74• •+ ao.123• 80.042RO.1ZT• R0.1231- 0.06r x0.123• 0.06rWP g :Ro.u4- OUTSIDE � D •Ql7• �l� ; •S_LATi '�:L_eNDI PLAT END CENTERPIECE CENTERPIECE �' 6063•T6ALUM 6063-TSAILM NTS. 6063TSAWM 4 N.TS. 6owT6ALUM 5 -- 6°63-T6 M z ja b Uj .mo • e 7.71r + 0.062• 20740•.609 N 3.75• a 0.60.2 .6571.419•P4— FIRo . 4 e •• 0.090•TYP a'+--' �•-�-- 1" O - n }-1.264•-} .o90• qb Tw oso0-TYP OT�TP2• ':� 0 }--1264•-•} °; t•-1.264•--i 1 .-L � E a ALTERNATE ---—� _ �•�OTTOM.. _ It 6 WALL HEADER WALL HEADER ` RA.CEILING HEADER/ g -SILL T ; N.TS, 6063-TSAl11M NTS. 6°67-TSAWN 6 AMM. 4 ZY }----f0.5CG• 0.250) 0 0093• o p o.o9r0.bso• 1 ry .�-- ].698• 0.175•TYP i-----3331• ate. .0.093• 0.°93• 0.07°'I �• q 2 x 9 z 1%B' 't— d i!f! y �— 0.oso� -----iw146•—� r LONM. �. 2 X 5 X 0.124: b OM. . BUILD-OUT °A76� WUO A OTTO,M ALT. BOTTOM OTf' "°' S110C"'"'� RRACK'°ADA. TRACK ADAPTER IN GUARD ANGLES RAIN HOOD 11 N.TS. 6063TSAWM 12 IV. AWM 13 NTS, 6053-M AUR4 i'� N.M. 6063-TSAWM ii-MC-0002 3 _ 02 ` ss!! QOICm TYPE CTC ANCHOR SPACING PER p0517NG� � fZ = 1/4•x 3/4.7E1C.a DR . ,FPA _1L '�I STAGGERED•AN 3(STAGGERED SEE —"N-•�-•-- STAGG9CE6ANfIC SPACING I)ETAri) CONN TYPEC=, - ACONN NCHOR PE t4; 7/16• 060 R MED ANCKOKSPACW G. Eq CV EXZ51ANCHORSPA PER Ip•X 3/4•BOLTS W/ IMSM M4•AWM POP HNUTS A WASHER 0 6• �. .H(,$.QIEDUtE2OR-3 )SeAWMPOP5C7CEDULE2OR3 +� :��� MOU5ITIG COVETS Q 24'O.C. RIVETS R 24'O.C. STRUCTO,C X 3 x ilel T'�:%•; OPTIONAL RAIN HOOD OPTIONAL RAIN HOODX 4 X f/8• 3fe'RUIN POh�' •�> _ -- (NON-STRUCR1RAl) -_ (NON-STRUCTURAL) lUlS7 AM6BLE Eq Eq R �Q 204 0 C:. �'•,. r NYLON ROLLER j_- --_____ rOPRONIILRAIN HOOD�v ?q�• p ,• 0 .500 DIA 0 -t(Nam-STRUCTURAL) E Z N BUSHINGuJ W k S p � 0.43r 500 DIA 0.43r E G7: U 1 �7/set MKONBUSHJNHG MAX z oTi ""� 0�l i010 x 2-1/1•S.Ms. 0.437' o Z STADCLESS STEt]. '' G MAY TURN MAX Q W ~ �tm N UP OR DOWN - - toff HOST EXISTING O . pL 1- 0 E NOTE USCF IN AN cOY MBiNATiONS HEADER AND SIULDErAIL N MA% 8 p STRUCTURE d I �. < r3�1�1 II 2X3X1/8' 1.. 7/16• 0.43r POPS ALUM II 0.437• 2 X4 X 1/8' MAX f Ip�..-� II MAX pi 2A"ANGGLE TE206OFAWA I `AD1U5TP01P R V W I OOmN TrPE CS: TAY8E CEILING ANCHOR SPACING DER OR �- Q TION IA 10_=O.EES I PE0.5t]TT3XJtf 2 �.I SEE • tONm TY► OR L !I pu •� ce 8 ttiZ I it -AN.- ISPA�ITIG CONN mE C4: �,� �� CONN TYPE Cl:ANCHOR SPACING PER ALT.0U LOCATION: PBLSQIED_2z C**! AHQiDR SPACING STA A T3ORSP�AAA) J 1 AAlum" I PER SCHEDULE 2OR3 �A4;Ux3•7SILL�1¢ J�S FASTENERS: _ -- 7/16• BtsilTN 1-0/4• �AS�ONUTSR5/8', E70SRHG HOST MIN. WASHM e 4'O.0 WALL FACE s7ROCTAiE nasmc; BUILD-OUT d 1 MOUNTING SECTION HST 3 MOUNTING SECTION z1 & ` TRAPPED STRUCTURE . i 3 IV VV VERrSETION 2_ MOUNTING SECTION 3 6'..1'-01 -VWSUMON �. € $ 6•-1'-0' VERT SECZiDN 1'R4'AO.125.606346 O s$ AWMCNUMTU6E 1 O�(NONL STRUCTU ) j (3)1/4•c LAGW/2•MIN,THREAD PENETRATIOTPATZO N AND 314m MR. _ w EDGE DISTANCE PER STUD ® EXISTING WOOD STUDS w 0 3/16'ALUM II 1U)g (6=0.55 MIN.)SPACED AT -1 sill POP 11 0.437' 9 (2)ANCHORS AT ENDS 24.D.C.MAX: nAr eEG HEADEIL Z d d Ma •TCN O.0 OR TA IUSTA BILL FPM BOTH SIDES II NAX' �`' ANCHOR SPACING DETAIL�SEE 3 F00. AD7I15Lr SILL -__ FASTENERS TOWlW41E. d d I 2X3xIA1 X m05i1I1G 3 16'ALCM POP RIVEM • 2X 4X 1/8- 1 MOST 1 !S d10.O.000711.Smm 2XSxIR" �. ST;tUC IRE I �i CO WE pe:ANCHOR - ALU17 ANGLE !! n I oRs ® 0 0 0 1 STAG AN01GS sem 1. - SPAQTCGoETA11) ANQTORSPAQNG A� G AH Frq Eq ovCsrt�cca-umre STR RE.BECWEEN LAG SCF�E�MI�S CEILING TRATE 11-FSC-GMM p � ME151 214 N O r.ITIUABx�I/SING. LFf4' 02 }BEd T�---{ TEKSA�, ,5� WN 3/4•TE13OR 4 X U�9NNG ADri�15D'PAT(IE SILL M d/WAS WO O.0 ALT TRACK ADAPTER STAGGERED ANCHOR MOUNT TO WOOD STUDS e 4 MOUNTING SECTION X51 SPACING_DET_AIL_ /'6-"'\MOUNTING SECTION $ 6•-V w YETCrSECTION 3 6•a r-D' 3 6'-1'-0' VERTSMMON ,mina,-n�e.� rd � arory w�M. ,m Rnnl�emeN.s�er ennseeam*aan.orom�ea� r x Ed A M F u'Ni 90 0 gig % � 8� �� an H 2. � y lia rnn u � m 1 '_am • � Q 8 8 4 8 Q 2 � O 9 9 8 f2 4 fl� r�Q� R � O >a G Z O�Y O O O j,Y A�Y O�Y O�p O�0�p� �j �� �O u o a�N r 0�n w�u � ` •W� s&3Yi�»i �::1:3'�33»Wilg,2O E333»�& $3E1»s3Ba'S .= O ii #3duz l WORKWORum :N�3Ss�9333I1919ii.gII N�� �D 'sill s"sa3mum ss.�'a3'a33�'sxe�a9»xY= ga , ISO asM31iAgstag IN913118M A! � 3:is$#Et�33e�:33u8a's113» yn sasss$33a"agx» 3» »3»"> Fn F� IoF Fzp �v�sYS��� pig MP HIM 15 MR101m� - CSCPPC ! MOON W N �j F 101 1, 1�Ti:,17 *$2 2n P rn W/ �Q Mlnr $ A gig 1_1 142 E cOgg � 2•MA% 1�D = s ],MNf 3n ° r 0� § Z� 994' 994 c� cn 994 Me , Pugot R 1pFnfA ; N =M 8j 1 �r1(B = Na z 11 2 4 „ � -49SMAXSfAN— �j{9SIVAiI�SPA1 � FOLDING SHUTTER CORP ENOIR +: N+EE�y1NG • r - pan a T6bS1fk#fSTl1�RACt �R ?� MfE3TMl11lFAQl,ii�{Lf ISO asW 12tl,AV�MUC, +06'•: ,. .�:,.:: .,: ,�, wwxf�n�meamen orearina es►cM,rt s�ys,�• - :'� �•�.,.� r•. "VAR W AUJMDA MACCOMMM Re(95�3510 ain sf4dltt ;. IOIADKISiNli9t VVIAMIN&W.00M :• m*rArm� mcm%sr/m p IDDIK.TA"wvAL#"&o •RW1K L M r u=c o.oso• � ' `147 `•-- ��e: vp LL � POLYCARBONATE Z- LIP +—EQ, NS JJff I EACH SIDE OF WINDOW CJI- < k116 ..7L' _•H I ;rel••. �� ' , ¢ , •t�, LJ o ••,'. 7L w POLYCARBONAIE sNAt+-IN I3VD QIP Xa -� .tib MAX z w N 1D 2%9 x X1/6• e 2Sx11///BB' ALUM.ANGLES I/4 TMRU BOLT W/ -+- WASHERSNUTlRSO.G 4•THRUBOLT 3X5x1/8• R WASHER Q NUT c 10.0 G O0.LARGER n_ e TYPE EACH SIDESIAIsGERED. MAaES TNUR lPOLYCARBONATE a S SEE STANDARD COUNIERTOP (7•LEG AT WALL) tt�WWA(NN VIEWING WINDOW O "-"I- .. - _ _ O�FANmGt.EOHTOriAL�I.. ON %DTM- AP NRN OWS Q NOTE.ANCHOR EDGE DLSTANCB TO mRCRETEAND MAY BE LOCATED EVERY(10)SLATS.Sff JR BLOIXP6t 00NN CAPAQLY SCI7ED HOLE 03 GENERAL NOTE#9 FOR POLYCAR60NAM NOIES. STANDARD COUNTER-TOP ALT COUNTER-TOP OPTIONAL. i MOUNTING SECTION 2 MOUNTING SECTION 3 SLAT WINDOW DETAIL ya S 6•-T-0• - VERT SKRON 5 6•.1'-0AA• �T A� VERT SECTION �r 6•-L'A• VERT SECIIoN N 6 EMLL�I 005ryp�ETE Ot7 Hd10RS W17N 7/9" p • f �M�I�L�N,TITMUM SPARRC[��N//Q AND 3•r�,��O UN EDGE • CeJ y rr' E! MN 2R4 EM5'1ING WOODIRLISSES AT WITHAI3�p MIN N 3102 PSS tINTTApPCCONS Z n 24.O.G MAX(STUD 2 D.AT 2 OR O.C. GON M R��4;S�i Q G AND 2 2'M3NIMUM SPAN TUBfi afJIE�IRE e•'� 3 GAUGE METAL STUDS A7 24' MAX. 16L1OG/IX 2• INt ppf7Rp p_ry � (7)114 SMS WITH 2•MN.PENETRATION AT EACH EXISTING Wf�Dti AN I�MUM SP G AND/4 SUM TUBE SHlh7EN SPAN ALLOMKETM NUINSCREWS 7O AN��� O 9 . WOOD RAFTHL,OR(3)014 7M AT EACH IS HOST EEDDGG �/�SSSTTTx 3 �7�. am ypµ LL S GAUGT:METALSND. UGTtIAE P6l•SPA�4TUBESQiUEDULE TOP 60ROfN TOP B0Tmm TOP BoTrom TUBE TUBE TUBE TUBE TUBE TUBE 1/4•.PLYWOOD vasTINGSOFFIT (11 EO63-T6 ALUMINUM ANGLE PER 2x4• -�" . tOa.S 11a.r 2 2 _.7 7 S M END SIZE PER SPAN TUBE Ra.l�, N• mr We a a a - r ' SOH�UL�N07E5. 1N• TOT 7&v 3 3. aU' 114R 1465 ] a '• 4 14TM• EMBED DES SCAN AN CHEEDDULE Ra�.'a6'' or 111.1' 116.6' 3 � 3 H H p C O.G SPACING fEyl 1/4'X 9/4•TEICS OR 1 4• tte eoT NTP 4 N 1L X 314.80LT5 W/NUT�b Br 173.6• tssr x a a a 2'x4WSP ALUM ANGLE AS NOTED WASHER @ s•O.G i41� IB1' 101T -t0atr a a t0 t0 d d rxSSa/r AWN ANGM , 14P 33.1• a7.r 4 � 4 12 13 114•x4•ALUM EAR,15t4•M/B• LL r� ea'.. 119.1• 167.0 a 3 6 10 tl(� EXTRUD�EDAL.0OR�M"TUBE �r 7r 11tat• 1M1• a 4 t1 tx- 9b TO SPAN TRUSSES 6tSITPPO0.T m �'1� 1M Baan 1BLr s 4 14 to TRACT.AN61E SHOBRT C<t t ` p p o SPAN TUIM W EDULE ND1iE6e R XIMtrM ANGLES.ANGLES NAY BE in,OR 114•THICK OTHER MEMBERS SPECIFIED 6063 T6 ALUMINUM: ARE iNSTALL1cDT HE SAME. r'n r,3.oi a o� • ANCHORS MAY BE INSTALLED x 2. •MUMBLat OF ANCIOf15 PHt END`INDICATES NUMBER OPIWAL ANCHORS IN TME MICE �araonwB.awmrt IN MULTIR E ROWS AS ANOTU END.ANO10R5 MAY BE INSTALLED IN t11IL71PLE ROWS A4 NECESSARY IN TIME SCH,,URY.SEE SPAN TUBE °B e�f ANGLE PROVIDED THATTME MINMUM ANCHOR SPACING INDICATED IS MAINTAINED. 1���-SC'•OQOZ SQLl�UIE NOTE!2 (j TIME END SWILL HAVE A MINIMUM OF(22)ANCHORS. MAX=GN(AAD a A:n PSF ra 7. TOP 6 001TO14 SEAMS MAY BE USED TOGOR IN COMBINATION WITH OTHER HEADER TO TRUSS S - CONNECTI SPANS. ON MALS.WHERE!USED TOGETHER,BEAM MUST BE LIMED TO TOP BEAM 4; SPANT1BES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPAMMING -� 4 MOUNTING SECTION b SPAN TUBE MOUNT ABOVE AND BELOW THE BiZMaSPANTI6ESSHALLBEIIMnWTOTDPM:%PANS, - vs WITH TME SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS ABOVE AND 6ElAW THE Jr 6•r1'-0• V6NTSCt[ION 5 6•.I'-0• VL3NTSECTION S LAP�BPaXSARE NOT ALLOWED. 6. ALL BEAMS AND ANGLES to BE 606YT6 ALUMLMM. S • L•••.1111C0r•6 OLASlSAARATION NGNE! I ANCHORS PM GLASS SEPAIIATION 1.GLASS SEPARATION REQUIRED ONLY,IN MV, (REQUIRED ONLY IN HVHZ. ASTM MIND ZONE 4,AND ESSENRAL FAC;LjMS. U FO 2 A.B,Cy OR ASTM WIND ZONE 4. . R USE OUTSCORE A.IB•OOR IMI.ASM MMD ZONE 4 " Ed AND ESSENTIAL FACIU.ESI AND ESSEHRALFAQLR7F$RROOIILTHAS RM SLATUATSPANS96.5•: 2.WDESLGNEDASANON•POROUSSYSTENBHDST SSPANS 144•. 3.25' STRUCNRE MAYBE OlSIGTlED AS ETiCDSED, ••; IXLXU16.OR 1/4•X3/4`T[3CSOIl ANCHORS ; ��� a ►. 1X2XUI6• GLASS 3J16•POP RNETSA,BcORD ALUM AN pE ON QE Q ) 20.O.0 p le,O.c 2 3 • @ BUILT-011 SEEITf6.026'MAX U �.OR USTAILLET 4 ORQS �s • AW D, T AS 3/16•POP RTVEM ORU4•X3J4•TElCS QQ < mwl .&M Q 10.O.c OPTION TO P AW 3/16•POP RIVETS VARIES $ © 9 ANGLE OLREME ORU4•X3/4-M33 WAILFACERRAAPM Ru OF HAT END -4p 16.O.0 END CONDITION LEVERS 4 OR@ TRAPPED ENDOOND[ROB M6IDE OR 3 END CONDMON OUTSIDE) eTRR1�pp" END CONOLTION WTTTI FIAT I3GD �MO�• (23 3/0.0 PIASTICTHI MB SQUARE ALUpM�RODSfw ii SLAT DIRECnON SHOWN MAY BE MIRRORED C SCREWS 30•APART E MTDSPAN �C�DEfI a SIURLDMG TO OPPOSITE DIRECTION(FOR INSTALLATIONS END PIECES (TIR1SI SCREW MAYBE MAY VARY. WITHIN THE HVHZ,ASTM WIND ZONE 4,AND INSTALL®INSIDE OR OUI`'IDE) OPTIO A DRIM LOCK ESSENTIAL FACILIMES,MINIMUM GLASSMAY OF Q, wOOR T r1ox3/4•TE35 1 HORIZONTAL SECTION eC Q" usT SEPARATION MUST BEMAINTATNt�). O OR:Y.l POP RIVETS 6 6'a 11-0• HORIZ SECROH THUMB SCREWS. m 12.O.c *lft TEKSOREWS END PIECES•MAY t-ENW 2JBE MTC+ TO ONE BE T sGREWO0EW CENTERPIECE 6 1]!D.C.MSn tNSTALLfD INSIDE OR OUTSIDE) (2)3/0.0 KASTICTHUM5 SCREWS 30•APART 0 MIDSPAN /I4=',{TT]�OR 3/162 (THUMB SCREW MAYBE � + fi1VE15N@-16 o r-TTDDA B COR INSTALLED INSIDE OR OUTSIDE) -Z D@ 1 .CORS 'T N 1 STAUlTPES 4 ORAS & El 2•A25A ' E g NOTE:FDRINSTALLATIONS A �i,,•� D P�OGR�TpTSAF 1A OR ONLWITY(1)THUMBSCREMMERSPANSW IS ' 40 2 CORNER POST Ar7aLORes� (LONTINUOUS7 REQUIRT�ATTHESHUTTER 4 ORQS (1 61-11-01 HORIZ SECT M DSPAN,TMCAL FORALL O g 0141r3/44•}.IM,p�/�4'IC?l4• DETAISSHOWN HBRB ZS2•Af�•6063-T6 IJ„ �P RIVETS O 1�` l 6 - 4 OR SD SOUS ANQE 256 1/B•TUBE - UTEFORO EOR 6063' /4 \END LOCK ANGLE ALTERNATE LOCKING SLAT MO g�jANq� ( 6•-1�-0' HORRSECTION 6 CORNER LOCKING DETAIL e ITS 6 6•-V-W HaRIZSEcm4N8 RE RED �(2�'3 16•POP BUILD-0UT 1 ,� �5 O�4 d ti l Q X (2)614 X 3J41 TOG DR A 2y4• A TO HOST o q, MOUNT PER 'Al p jt`jOS m; .' 3/16•POP RIVETS PER s0.12S• STRUCTURE OUAIL313 M SOIEyW MAY d t ANGLE ALUM" (2)3/16•POP SGOE ANGLE RIVETS.E&CH LEG INSTALLED N OF2'at ANGLE BUBD-pUT O�R��OU'MOOR TTSL�DE) .. y, (2)1/4`0 TAPCONS NOTA OA.S MOUNT PER AN GLEFA I 3/16 POP RNETS�p k (ANQIORTYPEA,TO R HOST DETAA]/3 AUOA� _ 17B6nisk OO- 40AWHyODn PL3LAN6TF E �� I( o•sTRULTURE t 4CHON' 4�O A,8 C D 4 x x OPENING II Q 0��J112'MIN, 1-1/2•Y T t 1/8•MIN NOT9 SUM AR I r TUBE tS5i pp60pppWpN1ITggSR� �e�r�Llowlcore AWMANGLETOP& ATHEADANDI v �``'T^OT��TAMFOR (C011TD1UOlS) i1�FSC�000 i BOTTOM ORTO WALL SLLLAND BOTH 2'><2'a0 25• ATTAGNHENI]OR RETGTEIIIRNL 6.E9AT10T1 SHOUi7 AWMI ANGLE STRUEMmFDPm = CORNER POST PL.ANVUW A-A ANGILORSCMMLE 33 ATTACHMENT 5 ' OPTIONAL SIDE ANGLE END LOCK ANGLE C-1'-0' ISt>rIEIRIC 6 NTS. ( 6'.J.-O. Hoag SWRON