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Home My WebLink AboutSUBMITTED PAPERSa r r S ao��a PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SC'q 772-462-1553 APPLICATION FOR STORM SHUTTER PERMIT /o Co linty 1. LOCATION/SITE ADDRESS: 370a k A(A 'It?--Z 2. PARCEL ID NUMBER: 3. DESCRIPTION OF PROJECT: 4. TYPE OF STRUCTURE: SFR: 5. OWNERS INFORMATION NAME a n-bi nA) sl MOBILE HOME: OTHER: (2D4.00 04 1 6. CONTRACTOR'S INFORMATION ADDRESS:/ASD!) kAher!i/(L I &� CITY: STATE: tnb ZIP CODE: aI /�a PHONE: 301 1g4f EMAIL: FL REGISTRATION/CERT #: �C'C l� ISO�DoZ COUNTY CERT #: 4- � BUSINESSNAME: PHONE NUMBER: EMAIL: //11jrV- yj{�,CoM Type of Surface attachment: Wood Frame Concrete ✓ Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS ACCORDION/O ROLL -UP FABRIC OTHER j 1 ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBACK. 7. VALUE OF CONSTRUCTION: $ 13i_IGd� PERMIT FEE: $ **SEE FINAL INSPECTION OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. r , C_T�orrL��S S S i �•P-1(JLO($2�l PRINT NAME OF OWNER OR CON74.*tv't OR/QUALIFIER SIGNATURE WNER O CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF J6g4"-0 _- ACKNOWLEDGED BEFORE ME THIS 11 DAY OF F lb , 20_6 B I S lkOWSk6H0 S PERSONALLY KNOWN TO ME OR AS PRODUCED AS IDENTIFICATION. YA MAE)�A- �� NAMELY A. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY p� S NOTARY PUBLIC TITLE: NOTARY PUBLIC COMMISSION NUMBER % o = TATE OF FLORIDA ? Comm# EE0339G r . E Ig10 Expires 10/11/2014 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 JC INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for Shutters to be used for only those activities that is not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the installation of Shutters, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: .............................................. Indicate the street address, or general location, of the property on 'which the building activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of.the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: ................................... 6. VALUE OF CONSTRUCTION: ........................................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for the installation of Shutters are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Shutter Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. INSPECTIONS ** EXISTING RESIDENCES All shutters must be installed and in 'place at the time of the final inspection, except for Egress Windows and Doors where one panel must be installed and the remainder must be by the opening for the inspector to verify remaining panels. ON NEW HOMES. ALL SHUTTER PANELS MUST BE INSTALLED AT TIME OF FINAL INSPECTION OR INSPECTION WILL FAIL AND C.O. WILL NOT BE ISSUED. SLCCDV FORM NO: 006-05 FOLDIN }CUTTER CORP. ENGINEERING LAY( SHEET CUSTOMERNAME qG� WORK ORDER NO.G f o JgooC CC �SHEET.OF SCNL0S.S3ER,G BY:J-dHN DATE: 30•1qLAYV v - ,J--'i' _� I —ai ' :i.__}t . —_�- ' --?: - -� i`_.1j .. i•. j'• �t _ j: ' j _j -,I i --II -t ' - -?-- -—f•-_!: t !-- .-{ -' '� :- 1 :;--;—�---� y-1—,�r'i.��.l.�.�?7t•�34.1'.'�'.-� r 1-4 t .. , , 1 • I r i ' I i 1 _ - , , % r .j , i v i• • I I r r }t , I I • j� -��-• - - .. _. _ 1 � _ ` I _ . i. a_.- � _� _.� _ i.. -. _ I I I . t.. -!. ~I = A.,i-_, -FI— —�� • h�l` I _. 11 , i 1 I '3' . _ I t 04/09/2012 - F:\01 Project Files\ 2010-MPS\400 Wind 0400 Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF)-ZONE 4 Roof Tributa Area Ft S Height 10 15 20 25 30 . -4 -51.7 -51.7 -51.7 -51.2 -50 6 -5 .2 82- :;, {" _R 61-70 ft +11.7 +11.7 +51.7 +50.7 +49 9 +4 ,2..., 6= „4, � soft -52.9 -52.9 -52.9 72.4 -518 5 3 pp0�:9 5 j6} 5D3 +52.9 +52.9 +52.9 +51.9 +51.1 + b;4 -+q9':7� Lt.49 2c i4y' -54.0 -54.0 -54.0 -53.4 -52.9 -52-4-- 2 0'' V-5 .3 90 ft +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 +5 49.7 100 ft -55.0 -55.0 -55.0 -54.4 -53 9 j� �iS3Q �t+61! 5 6 �51 5121 +55.0 +55.0 +55.0 +53.9 +53.1 72.4 67 -55.9 -55.9 -55.9 -55.3 -54..8 -54.3_-s '3'•TL:r, 110 ft +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 -56.8 -56.8 -56.8 -56.2 -55.6 -55.1 -54.7 -54.3 -53.9 120 ft +56.8 +56.8 +56.8 +55.7 8+54.0 +5 +53.4 +52.8 +52.3 57.6 -57.6 -57.6 -57.0 64-55.9 _55.4 -55.0 -54.73 130ft +-57.6 +57.6 +57.6 +56.5+55.6 454.8 +54.1 +53.5 +53.0 -58.3 -58.3 -58.3 -57.7 -57.1 -56.6 -56.1 -55.8 -55.4 140 ft +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +54.8 +54.2 +53.7 -59.0 -59.0 -59.0 -58.4 -57.8 -57.3 -56.8 -56.4 -56.1 150 ft +59.0 +59.0 +59.0 +57.9 +57.0 +56.2 +55.5 +54.9 +54.4 -59.7 -59.7 -59.7 -59.1 -58.4 -57.9 -57.5 -57.1 -56.7 160 ft +59.7 +59.7 +59.7 +58.5 +57.6 +56.8 +56.1 +55.5 +55.0 -60.3 -60.3 -60.3 -59.7 -59.1 -58.5 -58.1 -57.7 -57.3 170 ft +60.3 +60.3 +60.3 +59.2 +58.2 +57.4 +56.7 +56.1 +55.6 -60.9 -60.9 -60.9 -60.3 -59.7 -59.1 -58.7 -58.2 -57.9 ISO k +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 +56.1 -61.5 -61.5 -61.5 -60.9 -60.2 -59.7 -59.2 -58.8 -58.4 190 ft +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 +56.6 -62.1 -62.1 -62.1 -61.4 -60 8 -60.2 59 7 - 5 200 ft +62.1 +62.1 +62.1 +60.9 +59.9 + , - <, 5 7 +5 7 -62.6 -62.6 -62.6[+62 9 -61.3 -6 Z, 0 $. _-_59y-�g� Sy 210 k +62.6 +62.6 +62.6.4 +60.4 + .6t _ ,:-#58 Z� * xf5� 63.1 -63.1 -63.14 -618 6 :2i 7 �03�9 220 ft +63.1 +63.1 +63.1.9 +60.9tS�9 8.1� -63.6 -63.6 -63.69 -62.3 230ft +63.6 +63.6 +63.6.4 +61.4 +60.5 +59. 8.6 240 ft -64.1 -64.1 -64.14 -62.7 -62-2 61,7, � 6�t- 6,0+64.1 +64.1 +64.1.8 +61.8 IW55 0.IN9 �+55.250 -64.5 -64.5 -64.5.8 -63.2 -62..'1`,6ul -il f��61�--.3"i+64.5 ft +64.5 +64.5.3 +62.3 +61.4 +60.7 +60.0 +59.4 -65.0 -65.0 -65.0.3 -63.6 -63.0 -62.5 -62.1 -61.7 260 ft +65.0 +65.0 +65.0.7 +62.7 +61.8 +61.1 +60.4 +59.8 -65.4 -65.4-65.4.7 -64.0 -63.4 -62.9 -62.5 -62.1 270 ft +65.4 +65.4 +65.4.1 +63.1 +62.2 +61.5 +60.8 +60.2 -65.8 -65.8 -65.8.1 -64.4 -63.8 -63.3 -62.9 -62.5 280 ft +65.8 +65.8 1 +65.8 1 +64.5 1 +63.5 +62.6 +61.9 +61.2 +60.6 -66.2 -66.2 -66.2 -65.5 -64.8 -64.2 -63.7 -63.3 -62.9 290 ft 1 1 1 +66.2 +66.2 +66.2 +64.9 +63.9 +63.0 +62.2 +61.6 +61.0 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 5 Roof Tributary Area (Sq Ft fight 10 15 1 20 25 30 35 40 45 50 94.8 94.8 -94.8 -92.1 -90.0 -88.1 -86.5 -85.1 -83.9 61-70 ft +51.7 +51.7 +51.7 +50.7 +49.9 +49.2 +48.6 +48.1 +47.6 -97.0 -97.0 -97.0 -94.3 -92.1 -90.2 -88.6 -87.1 -85.8 80 ft \ +52.9 +52.9 +52.9 +51.9 +51.1 +50.4 +49.7 +49.2 +48.7 i -99.0 -99.0 -99.0 -96.2 -94.0 -92.1 -90.4 -88.9 -87.6 90 ft +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 +50.2 +49.7 �Qt -100.8 -100.8 -100.8 -98.0 -95.7 -93.8 -92.1 -90.6 -89.2 +55.0 +55.0 +55.0 +53.9 +53.1 +52.4 +51.7 +51.2 +50.7 -102.5 -102.5 -102.5 -99.7 -97.3 -95.3 -93.6 -92.1 -90.7 110 ft +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 -104.1 -104.1 -104.1 -101.2 -98.8 -96.8 -95.0 -93.5 -92,1 120 ft +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.8 +52.3 130 k -105.6 -105.6 -105.6 -102.6 400 2 y 9 94.8 -93.4 +57.6 +57.6 +57.6 +59:89 +54:1'tf3'3,-y +53.0 -106.9 -106.9 -106.9 1 Zi %7.`6 y.9 .0 -94.6 140 k +58.3 +58.3 +58.3 + 2::� _ 5" 4 4.2 +53.7 -108.2 -108.2 -108.2 1 . 4 00 1'=9 8 7.2 -95.8 150 ft +59.0 +59.0 +59.0 + �.9 , „- 0.,+ 6.2g} +54.4 -109.4 -109.4 -109.4 -10 . ` 03 9.�'' .. " 9 "�-tJ$3- -96.8 160 ft +59.7 +59.7 +59.7 +58.5 +57. 6.1 +55.5 +55.0 170 ft '110.6 -110.6 -110.6Oa7, 5 Ii08 t521 -1� �,p5.6 t +60.3 +60.3 +60.3 5 .2 +�S%-_G -111.7 -111.7 -111.7 108e'C'E , �' �l.U3yri'� � 70.3 -98.8 180 ft +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 +56.1 -112.8 -112.8 -112.8 -109.6 -107.0 -104.8 -102.9 -101.3 -99.8 190 ft +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 +56.6 '113.8 -113.8 -113.8 -110.6 -108.0 -105.8 -103.9 -102.2 -100.7 0 ft +62.1 +62.1 +62.1 +60.9 +59.9 +59.1 +58.3 +57.7 +57.1 -114.7 -114.7 -114.7 -111.5 -108.9 -106.7 -104.7 -103.1 -101.5 210 ft +62.6 +62.6 +62.6 +61.4 +60.4 +59.6 +58.8 +58.2 +57.6 -115.7 -115.7 -115.7 -112.4 -109.8 -107.5 -105.6 -103.9 -102.4 220 ft +63.1 +63.1 +63.1 +61.9 1 +60.9 +60.0 +59.3 +58.7 +58.1 -116.6 -116.6 -116.6 -113.3 -110.6 -108.4 -106.4 -104.7 -103.2 230ft +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59.8 +59.1 +58.6 -117.4 -117.4 -117.4 -114.1 -111.5 -109.2 -107.2 -105.5 -103.9 lu +64.1 +64.1 +64.1 +62.8 +61.8 +61.0 +60.2 +59.6 +59.0 -118.3 -118.3 -118.3 -115.0 -112.2 -110.0 -108.0 -106.2 -104.7 250ft +64.5 +64.5 +64.5 1 +63.3 +62.3 +61.4 1 +60.7 +60.0 +59.4 -119.1 -119.1 -119.1 -115.7 -113.0 -110.7 -108.7 -107.0 -105.4 260 ft +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 '119.9 -119.9 -119.9 -116.5 -113.8 -111.4 -109.4 -107.7 -106.1 270 ft +65.4 1 +65.4 +65.4 +64.1 1 +63.1 +62.2 +61.5 +60.8 +60.2 -120.6 -120.6 -120.6 -117.2 -114.5 -112.1 -110.1 -108.3 -106.7 280 ft +65.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.91 +61.2 +60.6 -121.4 -121.4 -121.4 -118.0 -115.2 -112.8 -110.8 -109.0 -107.4 290 ft 1 +66.2 +66.2 +66.2 1 +64.9 +63.9 1 +63.0 1 +62.2 +61.6 1 +61.0 WIND VELOCITY = 165 MPH MRH > 60' EXPOSURE'D' BASED ON Kd=0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DERIC�FFTT-H ORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CR Al`GOt(DITION"OF ANl'_VN�I WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO 0 � N EQUIRED FOR;U�S ITH THESE TABLES. 2. TABLES VALID O LFoB rraG's� FIRE ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F RI L ROOF'* * E&I;OPf1 APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHA B TP RFORN �??jB�A((JJ;r INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BL'G`MEE\ ,(AVER/jCIE) OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF ^ D SE TE[EIpp,EQK°FZ,O;Of,HEl T. 5. ALWAYS ROUND ' $OOP-- GH-TSjyTUi E LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI �UTT22'UF, E OP NING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M L'1^I�E Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRDrTk S-P,}�f�,,LE, IGT,. �.(b G�LT> / ).nlJ_S THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- j(_H_IS`> L,_H,D , EA =BEj4V Fhi R`I TURAL MULLS, IF THE TRIBUTARY AREA OF AN OPE IN 0 ��,, �_B o OST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RON�D UTARX' RE =D • W, THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISH'ID, �S H RGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 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 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLATTERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORFES DING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED,-1dEREINHA2L,BE, ND VERIFIED BY THE GOVERNING BUILDING DEPARTM EY RM HOLDER. NOr RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE DRCiI., 5. THIS SPECIFICA O I Oi�lIN` �L� T�,O ER ANY PRODUCT APPROVED CERTIFICATION. RE R E$ARA'TELYU MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE G,=8r.N$T TIONNE,^ RMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T I B E$�FIE "BY OT�I CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL C. [...I�IP-QCTdP.,[;tOTE�- OIyS�TEM ORDINANCES. 7. NO CERTIFICATI0 `• EI<ERE _ R<'T INTEG ITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY P 0 IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST=1 AI-ZdN-nLP6Ii2EN�IDi okE4bV*lQ=RH, PEAK ROOF WHICHEVER IS SMALLF,RI7UP, _EHA,N, °o� OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1M�)=�USE�'ZONE SRF Afi RL1 IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN ROOF a a µ �{ EAVE HEIGHT ROOF I I HEIGHT 5 .5 ® 5 /a�� E5�E -" 5 SO WALL ZONE FIGURES f ISOM IC o w n o REMARKS DRWN CHKD DATE 2010 FLORIDA BUILDING CODE ENGINEERING >V�+ INIT ISSUE GSS TSB 03/05/12 " 7-10, CHAPTER 30 EXPRESS ° K REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 _ m T ASCE a n (n Z DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 ma - PLAN SHEET DEERFIELD BEACH, FL 33442 n�z?MASTER "zfn _ _ 0 m z THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, AND SHALL BE REPRODUCED IN WHOLE OR PART PH: (954) 354 0660 FAX: (954) 354 0443 mAp z O '� o RE NOT WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER WWW.ENGEXP.COMZ v mASCE �o O 7 MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND CERT OF AUTH #9885 m F"'' rn INVAI nGTF ni IR rFRTIFIrGTlnN C: C�C�C= 4. F'r �YL�'75:�'.5.}3;h�xa;5' `� K k w a h '1lr�ll�4 ' i t a,'J 1�9i��. `�i ✓' vc� ,K1 C "� -^� .,} -�� r .:" ►6ii nl±�.i.+tik'tl9tlt3.�S: ;gip; {. �•;�i.;S'snla,;•,; [ BCIS Home Log In ' User Registration ' Hot Topics i Submit Surcharge ' Stats & Facts Publications FBC Staff BCIS Site Map Links Search 1 Business,%' Iti product Approval al USER: Public User Professibr� 11;eg:�:1�L On UKA Product Approval Menu > md-y-d or_App,lcation Search > A13 liSjgn ij > Application Detail FL # FL6410-R5 r _ Application Type Revision • Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Folding Shutter Corporation 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 Indep.pdf 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. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgs7kTE8 Waj j2szs... 3/8/2012 A IWAA_" LµlAUAAAb ____—.A.AAAV _O_ — __ — 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 * Model, Number or Name Description 6410.1 Fitan II Folding Shutter Accordion Shutter Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6410 R5 II Dwo.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: 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 Contact Us :: 1940 North Monroe Street. Tallahassee Fl. 32M Phone: 850-487-18.24 The State of Florida is an AA/EEO employer. copyright 2007-2010 State of Florida !: Privacy tatement :: 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 webmaster(aldbpr.state.fl.us. Product Approval Accepts: . Ed O e;:Dek s¢curitwo i xr jcd VrrlIIfpn ^ TIYHf �. YAR�FY { http://www.floridabuilding.org/pr/pi _app_dtl.aspx?param=wGEVXQwtDgs7kTE8Wajj2szs... 3/8/2012 GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVAWATID AS A LARGE M155ILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE FAR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRI . ZONE CHVHZ'), PER TAS 201, 202, k 203 PROTOCOLS, 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Od+1.6 HAS BEEN USED MR WOOD ANCHOR DESIGN, 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL Be DETERMINED BY OTHERS ON A I03-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING ODD& SITE -SPECIFIC PRESSURE REQUIREMENTS AS DETERMINEDIN AOOORDANCE W[TH AS(f 7-10 AND GRAPIER 160E OF THE 2010 FLORIDA BUILDING CODE SHALL BE LESS THAN OR.EQUALTO THE POSITIVE OR NEGATIVE DESIGN PRESSURBCAPACITY4/ALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 4. DESIGN PRESSURES NOTED HEREIN ARE BUSED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. S. THE SYSTEM DETAILED HEREIN IS G ERICAND DOES NOT PROVIDE INFORMATION FOR XGPECLFMSM. ,IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGMTEREDARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMHNm TO BE USED IN CONAINCTION WITH THIS DoCUMHQT. 6. THE ADEQUACY OFTHE E)aSMSTMM7URETO WITHSTAND SUPERIMPOSED LOADS 15 OUTSIDE THE SCOPE OF THIS CERTIFICATION AND SHALL BE VERIFIED BY OH1EL9. 7. ALL COMPONENTS SHALL CDNFDR14 To THEIR RESPECTIVE SPECIFICATIONS AS NOTED HEREIN. 8. ALL EXTRUSIONS SHALL BES063 TES ALUMINUM ALLOY UNLESS NOTED OTHERWISE. 9. ALL POLYCARBONATE MATERIMSFOR USE.WITH THIS SYSTEM SHALL BE MANUFACTURED FROM 10096 SYNTHETIC THERMOPLASTIC POLYMER RESIN (UV STABILIZED) AND DEMONSTRATE COMPLIANCE WITH SECTION 2612 OF THE BUILDING CODE SPECIFIED ABOVE. 10. SHUTTERS SFUUL. BE PERMANENTLY LABELEDWITH A MINIMUM OF ONE LABS. PER ASSE48LYOONTAININ67HE FOLLOWING: FOLDING SHUTTER CORPORATION WEST PALM BEACH,ii TAS 201, 202 a 203 FLORIDA PRODUCT APPROVAL • NUMBER 11. THIS SHUTTER SYSTEM HAS MR DESIGNED ANDIESTED TO THE MAXIMUM SPANS AND CORRNSPONDINGIOADSSHOWN HEREIN, 12. TOP S BOTTOM DETAILS SHOWN.MAY.BE INTQCHAN® .. AS FIELD CONDITIONS DICTATE WHERE:NOTEO AS SUCH. 13. ALL BOLTS, NUTS, R WASHERS SHALL BE ZINODDATED STEEL, GALVANIZED STEE., STAINLESS STEEL, ORALIROIMHM ALLOY 2024-T4 OR 7075-TS, TECS RNCSHSTMETAL StEWM SHALL BE SAE GR. 2 MINIMUM OR•EQLIVAI>IYT. 14. STEEL SURFACES TO5%PLACEDWlDONTACTWITH ALUMINUM SHALL BE GIVEN ONE COALOF:ZINClDhF4OMRTE PRIMER OR SWELL BE GALVANIZED. TITAN II FOLDING SHUTTER WIDTH UNLIMITED TOP MOUNT �pUNRwG AS.REQTI SECTIONS 5� I I I I �EBDTTOMIyOUNT AS REQ'D TYPICAL ELEVATION 1 N.T.S. ECT3t EEV HOiFF SOUL SECT. OSLAT SPAN SCHEDULE YHND PRESSURE 00 SLAT ESP RERCIM ATTOPB BOTTOM POBRXVE PRESSURE NEOATNE PRESSURE SOW 14Le* 144r 160IM 33 pti eor ear eOEA 1000 1 W.r I" rA 1440 144.0' 210 ESR 40PeX eor ear +00E4t IW.r 1W.e* 1O7ER 1404 144.e* 240*m 46 pis Sae* Oar 1t6Xa1t 07sT -Fr-- 1876et 13s.1' 144.e* 278Es1 5DW ear ear 126NIR eor soe* ls?b% tW.e* low Zoe RA 120.7 120.r 250 ho 13e2. 144.e* 3W ftR 63pa e0.7 e0.r 1setlR Oise* s1A' 1sTOYR 1W.r lW.e* 220 WR 120-V 120.r 2756% 133E 144r 330 Est sops! ear e0.e* 1W.r iW.e* 2W Ett 130.1' 13a4' es p4f Bohr 55.7 1WdR 02.0' O2.r 249FYR 10m& 10ar 271 NK 127.6' 133.r 3801eRl roper eor W.e* 175 WIR lour +W.r 292ESR 12LT 12e.1' 374EN 75PO eor 6%w 1sTEeR 1Wr laoa' 313ESR 123.T 121r 3O7I R 00 Pq ttsr 11sr 4W6R W P3X 113.e* 113r 424 ER 100 pet iOTr 107r 447 Eee llop1 lozr 102r 46eEBR 12DW eaT oe.T 454 bR 130p1 eor eer 4e3 Est 140 p1 . szr etr 4e4bR 10PsX 77.r 77X 1 4e30U l W pe 7zr 72.e* 4e.1 Est 170 Pit Bee* Oer 4e3INR ,sow 64.4' 64.{' 1 4Ss am lcow 81.1' s1.1' 4e1 Est 2W pE liar Bar 4O31dR SLAT SPAN SCHEDULE NOTES: 1. SPANS SHOWN IN SLAT SPAN SCHEDE/NE ARE MAXIMUM ALLOWABLE SPANS AT EACH RESPECTIVE POSITIVE AND NEGATIVE DESIGN PRESSURE. MINIMUM OF POSITIVE OR NEGATIVE ALLOWABLE SPANS SHALL GOVERN DESIRE. 2. THIS SCHEDULE MAYBE USED FORALL MOUNTING CONDITIONS LISTED HEREIN. 3. USE •REACTION AT TDp 6 Bormw To DETERMINE ANCHOR SPACING FOR APPROPRIATE MOUNTING CONDITIONS PER CGAINEQ70A CAPACI7YS0VEDUEE9. 4. Le*' DESIGNATES CONDITIONS WHICH ARE NOT AC EFFABLE FOR USE K } �2.941' 4355 2.725 0.697• I 0.062• "R0.04rRO.123' •-1 0.688• 0.125' 1388• 0• TAT R0.1s4d a 9 R0.12Y R.iZ3 d .4 1u•+ R0.154• 0.062• OUTSIDE 1 SLAT 2 L-END 3 LAT EN b 4 CENTERPIECE 6063-T6AWM N.TS. 6063-TSAWM TSAWM N.TS. 6063-TGAWN , WALL HEADER N.TS. 6063-73AWM 0.093' B � ri 1 0.090• BOTTOM _TRACK ADAPTER i V N.T.S. 6063-T6 AWM 4I 3.715• n 0,609• e: 2.074• o � n 7.11TIP� LII _�lasad�'� ALTERNATE WALL HEADER 7 N.TS. 6063-TS AWN ALT. BOTTOM TRACK ADAPTER it N.T.S. 6063-TSAWM f---fosov 0.250' c T 0.062• 1 T'p. (OPTIONAAL1,,, NON-STRUCTUNAL) BOTTOM BRAIN GUARD 1 L N.T.S. 606346 AWM 2.657•--{ 1- 0.60F/`�110•� _ I o —1 419•—fl r —T' � b 0.062• }a V = • .i TYP B L 0.884• d SO TOM _ 9 TRACK m N.T.S. 6063 T6 AWM d Zell o 8 L2%5X1• 0.125•TYP X 1/8• 2 x 2 X2XIA• 2 3331• t10.124•( BUILD -OUT OS76•--4 NON-S RUCRI) •] NGLES 13 N• • A1uM ,ram N HOOD 1`* N.TS. 6063-TSAWN m - COrIN TYPE Cl: ANCHOR SPACING PER•r'•1 L. eeinutoo; P.E 30iEDDIX71M 3 ((��7TAGG'ERED SEE EXISTING HOST .5 STAGGEREDANCHORSPACINGbETAIL) WNNTYPEC=; STRUCTURE MIN. ..• 1/4' x 31V TEKS OR Ed CONN TYPE C4: .y . 7/16• � � ANCHOR SPACING EV E EXISTING NUTS d/4' BO R C. 6' ; " ROLLBtHWSING �fe ALUM POP pERSCHEDlRE20R3 Q jir'AWMPOP HOST ANCNORSPA@IGPER ; h:: RIVETS N' O.G SCHEDULE 2 OR 3 RiVETSQ124'O.C, STRUCTURE 0•G =ti:m 2 • ��U'. OPTIONAL RAIN HOOD OPTIONAL RAIN HOOD 2 X 3 X 1/8• T -�:: •; , ' (NON-STRUGTURAy _ 2 X 4 X i/8• ije' AwM P&'. ..y _-__-- __ _ j(NON•SiRUCIURAL) 2 X S X r - NYLON ROLLER r -� RIVETS 0 24.O:G ., ALUM ANGLE OPTIONAL RAIN HOOD .� as U U % O .500 b7A U I r- t (NON�STAUCTURAL) '• :� • * '. N BUSHING M 0.43r MAX 500 DIA 0.43r CONN TYPE Cst I PBt O I w $ 7/16• (TYP) NYLON BUSHINHG MAX � I SCHEDULE 2 OR 3 110X2-1/z•S.M.S. STAINLESS STEEL mar-�i ANGLE LEG MAYTURN MAx d* ® .� FI OP ZONAL RAIN GUARD y FUPORDOWN y 3 EXISTING m SRtUCIU HOST (NON RAL) rn NOTE: HEADER AND SRL DETAIL CAN 'A N w 5 - STRUCTURE u r E BE USED IN ANY COMBINATIONS .43 7/16• 3 16' ALUM III 2 X 3 X 1/8• t 0.437' P�P RIVECTT,S, II 0.437• 2 X 4 x l/8• MAX 10•&% II MAX I :$ ALUM AN(dE TOP OAPAN°�Dry1�1 11Y�11 3/16' ALUM I CONN TYPE C!: MAY BE CER.ING Off. w WHTEN ALT � 0 1°R O C. u� A°1USHEADETAOR BLE UL U tounON IS SED. BOTH SIDES I PER OR 3 SCHEDULE 2 �pDETA«1L�31. SEE _ a = CONN MC tl: ;A! ERS TO W _ I N ANCHOR SPACING y CONN TYPE Cl: ANCHOR SPACING PER ALT. RII�V�E�T LLOCCAATION: n P81 SCHED 2 OR 7 CONN T VP! CA: �� STCHOR SPAGNG°bETAIL) RIVE�Sp10.00 I ANCHORSPACING a -•-- 7/16' BOTH SIDES PER SCHEDULE 2 OR 3 t` AD]USTA4- TM FASTENERS: \L4.7( 3/4• T�EI�CS W/ �54/8• - WBW�.Fs WU/NLN&5/S• EXISTING HOST - • ' • Id/4' 7.11 Os STRUCTURE E4 EA MIN. WASHER 0 4' O.C.(n S WALL FACE � ExlsrwG BUILD OUT � � RX � t MOUNTING SECTION —� 3 6•_1'-0• VERT SECTION TRAPPED ym� E 3 MOUNTING SECTION M I X 5 2 MOUNTING SECTION 3 W a 1'-D• YERTSEcrION ?gc 3 6• - 1'-0' VERr SECTION J y OPTIONAL RAQI GUAt� j ALUNRN�TUBBE�-� O g L (NON RA) IM (3) 1/4• LAG SCREWS W/ 2' MIN. THREAD PENETRATION AND 3/4• MIN. =i ® EDGE DISTANCE PER STUD 6. 3/16' ALUM I I $$ EXISTING WOOD SPUDS Pow II S (2) ANCHORS AT ENDS (G=0.55 MIN.) SPACED AT 8a { SIDES \\1,ILI 0„ 9T z °� 24• O.C. MAX. MRAY LfILING H DER CCC l �— I I ° ANCHOR SPACING ° ° -_- D AD Y! d d a a `-� EXIsrrNG I —t' dlARABLE ERS ro d d 2X3X1/8" HOST 2X4X1 R 316'AWM POP RIVETS !a 10• O.C. BOTH smEs _ _ /e• 2Xsxl/8- 00 7YP[ Off: ANCHOR ALUM ANGLE N �I I s00.rAc��Dbn� ° ° ° I E SPACING DETAIL) ANCHOR SPACING Eq BaTipL4 uSCAEW ANS `T CEILING HEADER �01NrILnsmDPt AN AND TUBE TOEH CAE —EE Ed_f / E�NUCfTIA15N • TUBEquWlEiN1• *1�4 FAS'�TENEAsi 4X 1�'��C��Z WmJr' 3�0 G hA7C NMBi 14' BOL�750IN02 / 4• X [rEmimm�r ALT TRACK. ADAPTER STAGGERED ANCHOR USING ADIUSTABLESIIl nWASMERo6•o.c 4 MOUNTING SECTION • QSPACING DETAIL MOUNT TO WOOD STUDS 3 61 _ 1'-0• VERrSECrION g 6• a r-W 6 MOUNTING SECTION /� 0 3 6' a 1'-0• VERT SECTION —�( R. EXISTING HOST S'mUCm"RE OZ 7/16• 4b11M me a: CONNECTION CAPACITY SCHEDULE ANCHOR SPACING PER SCHEDULE 2 OR 3 r OPTIONAL RAIN HOB 1�4 FWT- .� 2 X 2-3/4 X 1/8• 8 ALl1M ANGLE z� r Y-ER-j- E4-i ! 14 TEKS 06'O.G CONM TYPb CB: ANCHOR SPACING 1-1/4' PELSGHEDULEZ MIN. OR 3 EXISTING MOST STRUCTURE ALT WALL FACE MOUNTING SECTION 4 6" -1'-V VELT SECTION ANCHOR TYPE SCHEDULE: A. 1/4" TAPCON (BY ITW), WITH 1-3/4' MIN EMBEDMENT TO CONCRETE (3192 PSI MIN), OR 1-1/4' MIN EMBEDMENT TO HOLLOW BLOCK. B. 014 SMS WITH POWERS SGU-LEAD INTO CONCRETE (3000 PSI MIN), 1-1/Y MIN EMBEDMENT. C. 1/4• ALL -POINTS SOLID SET ANCHOR, WITH 7/B" MIN EMBED INTO CONCRETE (3000 PSI MIN) OR INTO HOLLOW BLOCK. 0. R34 SMS/LAG SOLEWS MM WOOD (S.G. 0.47),1-IM MIN PENETRATION, E #14 SMS TO MIN 129a STEEL STUDS WITH FULL THREAD PENETRATION CONNECTION HYPE ANCHOR SPACING CONCRETEANCFIORTYPE A B C HOLLOWBLOCK ANp10RTYPE A C VIDOD ANCHOR TYPE O STEEL ANCHOR TYPE E 24 M- 125LWT 325L80•T e5LBNFr 2d LBFf t63LWFT 21e LBMT cl 12 Tat LBIF7 2s0IRIFT a49 LBFT 171 LBIFT 102 LBIF1' 37 LEFT 433 LBhT a 074 UBFT 334 LwF r ae6LDIFT 22e Lahr sse LBFf 434LBIFT 577 LBFT 0 14SI LBIFT 501 LEFT 12" LBIFT d2 LBIFT ed LBFT e51 LaFr ea5 LEFT O 2" LBhT 100 LBIFT 20e LBIFT d LBIFT 100 LEFT 110 LBIFT 101 LBIFT C2 a Nfi LEFT ISOLBFT LBIF 444T 141 LBIFT 253 LBIFT tee LBIFT 2eELBFT 31 030 LBIFT 300 UVFT On LBIFT 2a2 LBF'T s07 um 331 LBFT On LEFT O 2601BFT 90 UVFFT 2" LEFT e1 LBFT 151 LBIFT 101 LBIFT 1T0 LBhT C3 6 Ne LBFT 1aOLmr 444 LBIFT 141 UBFT 253 UITT 1e0 LBIFT =5 LRFT a 751 LBIFT 270 LBIFT 76e LaIFT 244 LBMT 4M LBFT 303 LBIFT ON LBIFT 0 22O LBIFT 7e LET 2 3 LBIF'T 53 LBIFT 125 LBPT 102 LBFT 135 LEFT C4 a 342 LBIFT 1171B1FT 3D4 LOFT s0 twr teOLehr 162 LOST 202 U NFT eM Lwr 2M LOFT "LBIFT IOO LBIFT 376 LBIFT $05 LOFT 405 LEFT 0 363 LOFT 12e LEFT 324 L91FT Oe LOFT 201 LOFT 163 LOFT 210 LBIFT Ce M LOhT 1Oe LEFT 400 LBIFT 120 UNIFT 301 LOFT 244 L&Tr 324 LEFT 3 Hod LOFT 376 L61FT O72 LOhT 26a LBIFT e62 LEFT 4B6LOFT 64e LBIFT 12 432 LBIFT In LEFT 4ee LBIF'T 15OLOFT 1 2e5 LOFT 172 LBFT 3001.OFT C6 0 670 LBhT 20e LBIFT O22LBFT tOO LBhT 3M LBFT 229 LBIFT 400 L9II7 O 1 eaS LBFT 313 LHUFT e33 LBIFT 200 LBIF'f 53011?hT 344 LBM 500 LEFT C.1, a 1731BFT 60 LBIFT 1d LBIFT 41 LBIFT OSLOIFT 77 LBFT 103 LBIFT O so LBFT I 11O LOIFT 1 30e LaIFT 61 LBIFT I 1O1 LOFT i6b la4T 206 LBFT 9 253 LEFT to LBIFT 262 L61F'T ed LBIFI' In LEFT 12e LOFT lee LEFT e 47e IBIFiI toe LOFT 1 373 LBIFT 00 LBIFT 234 LBIFT 189 UWT 1 232 LB FT CONT. ALUM ANGLE p c� 1/4-20 MACHINE lIr iz o N " SCREW ti LOCN NUT 1' FROM ENDS AND �U I z 6" O.G MAX OR p1/4' TEKS SCREWS e l 8 3"0.4MAX.V FROM ENDS �D� l IiI ✓l PSIWcw- /�!�"`� MIN, CONCRETE tuCONCRETE..1i S' C•d � MAXANCHOR NOTE: SEE ANCHOR REQUIRED SPACING SCHEDULE AND POMM URE Item TAPOON / EDIID•9ET NOTES UIED REQUIRED ANCHOR EMBEDMENTS. EDGE 110 PSI S r INSTANCE IS 2-1/2• O es PSI e e MINMUM. U Is CONNECTION CAPACITY SCHEDULE CONN CAPACITY SCHED NOTES: "AF Ed n FOR REDUCED MASONRY ANCHOR EDGE DISTANCES MR I CONNECTION TYPE ANCHOR SPACING CONCRETEANCHOR TYPE A _ C HOLLOWBLOCN ANCHM TYPE A C 1•EOGE DISTANCE Y®GE DISTANCE 1'EDGE DISTANCE YEDOE DISTANCE 24 311 LOT Zee tBhT TitLBFT 101 LBIFT C1 12 On Lehr 672 LIFT 15e LEFT 302 LBFT O SSO LOFT 762 L64T 200 LEFT M2 LOFT a 124SLOFT 1143 LBIFT 313 LBIFT 7M1.3FT O 11a LBIFT 1 255 LHLIFT M UVFT 144 LBIFT C2 6 177 LBFf 333 UVFT 03 LBIFT 21e LOFT 3 334 LBFT I 775 LBIFT 1911 BFT 433 Lahr 0 112 LEFT 220 LBIFT 57 LBFT 130 LBIFT G0 a 177 LOFT See LBO•T Os LOFT 218 LBIFT 3 39e LBIFT OM UhT 1T7 LBFT 3N = a 104 LBIFT 17OLBFT 40U9FT 110L"r c4 6 201 LIVFT LWLBFT 75 LOIFT 170 LOIF7 3 ee3 LBIFT M6 LB/Fr 14a LeIF7 33e LBIFT a 311 LBFT 2afi L11&FT Te LBIFT 1d LaIFT CS a 4ee LOFT 42e LOFT 117 LBIFT Zee LEFT 3 032Lahr ON LNFT 234IN" 572IN" 12 I Nat LOFT 4a7 LBIFT 100LaAR 223 LOW CO 0 1 241 LBIFT 342 LBFT 133 LBIFT no LOLOFT a 1 361 UNFT 014 LBIFT 10O LBIFT 4t 0 LBIFT C7 e 146 L.BIFT tie LelFT s>IUfIF'T a1LBFT 3 298 LEFT 271 LEFT F. LBFT 1e1 LaFr O 241 LWr 222 UNIFT 1 al LOIFT1 14e LOFT 6 3e2LBFT 333 LEFT I o1 LBFT 222 LOFT 1. CHOOSE COMBINATION OF CONNECTIONTYPE, H al. ANCHORSPA(ItNG, S ANCHOR TYPE SUCH THAT 1/4-20 MACHINE �t CONNECTION CAPACITY IS EQUAL TO OR GREATER SCREW R Lap( NUT y 1L�J THAN 'REACTION AT TOP S BaTTOM• AS Grim IN SEAT 1' FROM ENDS AND SPANSCHEDULE. 2. CONNECTION TYPES SHALL BE AS SPECIFIED IN 66"O.GAX OR O.C. MSCREW'' APPROPRIATE MOUNTING SECTION DETAILS. 1' FROM ENDS AND 3. WHEN USING SCHEDULE I ENSURE MINIMUM rn 2-1/2' EDGE DISTANCE FOR ALL AN04ORS TO 374- O.G MAX. CONCRETE S TO HOLLOW BLOM _4 6Z4. WHEN USING SCREDULE3, MINIMUM EDGE „4 DISTANCE FORANCHORSS TO CONCRETE S HOLLOW 1/2' BLOCK SHALL BE AS NOTED IN SGHEOULE. S. MINIMUM EMBEDMENT SHALL BE AS NOTED IN O A NCHOR TYRE SCHEDULE. MINIMUM EMBEDMENT AND LL EDGE DISTANCE EXCLUDES S711000, FOAM, BRICK, AND OTHER WALL FINISHES. S. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 7. WHEREEXI5RNGSTRUCTUREISWOOD FRAMING EXISTING CONDITIONS MAY VARY. FIELD VERIFY TifAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. (N 0. WHERE ANCHORS FASTEN TO NARROW FANS OF STUD FRAMING, ANCHOR SHALL bE LOCATED IN CENTER OF NOMINAL 2x4 ( WOOD STUD am. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 9. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS ALLOWABLE ANONOR SPASPACING. MAXIMUM ALIAWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 10. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OFTHREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR 2• X 3- X 1/4' CONT. AWN iV ANGI.b MIN. 30W p51 CONCREIE NAXANCHOI.R NOTE SEE ANCHOR REalnRm SPACING SCHEDULE AND en�Eio 1MTW . FOR ALL REQ RED ANCHOR TAP. � EMBEDMENTS. EDGE 110 PSF r D DISTANCE IS 2-W --- _ _ MINIMUM. ALT TRAPPED. 2 MOUNTING SECTION _- 4 6' -1 VINT SECTION N L 1/4-7HRU BOLT W/ i WASHER & NUT M v D.C. A%WR 7YYPPEE _ —1 NOTE: ANCHOR EDGE DISTANQ3 TO CONORETE ADD BLOCK PER CONH CAPACITY StliED NOTE a3 STANDARD COUNTER -TOP 1 MOUNTING SECTION $ 6' -1'-0• VERT SECRON MIN 2x4 EXISTING WOOD TRUSSES AT 2.4 O.0 MAX (S.G. Z 0.51), OR 16 WUGE METAL STUDS AT 24' O.C. MAX. (3) #14 SMS WITH 2' MIN. PENETRATION AT EACH WOOD RAFTER, OR (3) 414 TEKS AT EACH 16 GAUGE METAL STUD. 1/4' PLYWOOD EXISTING SOFFIT ALT COUNTER -TOP z MOUNTING SECTION VERT SECTION HOST QX 4TUBESS&U UN LEY ' # 14 TEKS - --- DESIGN ECHGDULE 6' O.C. SPACING Eq.L 1/4 X 3/4• TEI6 OR 1/4• X 3/4' BOLTS 2-x41d/8- ALUM ANGLE 2•x5'x1/B' ALUM ANGLE, AS NOTED W/ NUTS k WASHER 0 6. O.C. 1/4-x4-ALUM BAR,1'x4'xf/8- ALUM TUBE, OR 7/aWx1/8- LL & EXTRUDED ALUMINUM TUBE TO SPAN TRUSSES Q SUPPORT E ii �� TRACK. ANGLE SHOWN; z O OTHER MEMBERS SPECIFIED ARE INSTALLED THE SAME. = s 5 m �o m v. r�- QI ANCHORS MAY BE INSTALLED Z IN MULTIPLE ROWS AS NECESSARY. SEE SPAN TUBE PU SCHEDULE NOTE t2 a HEADER TO TRUSS � �% DBiGN LOAD = t72 PSF y �S ® MOUNTING SECTION 5 SPAN TUBE MOUNT 5 6' - 1'-0- VERT SECTION 5 6- - 1'-0' VERT SECTION POLYCARI EACH Sit l POLYCARBONATE SNAP -IN END CLIP SPACED 711AIININKUM OF 4' APARTOWBNDOSL WS MAYBE LOCATED EVERY (101 SLATS. SEE GENERAL NOTE f-! FOR POLVYCARBONATE NOTES. OPTIONAL �31 SLAT WINDOW DETAIL J 6 - 1'-0- VERT SECTION SPAN nm SCItt3)ULE ALLOWASIETUBE NUMBEROFTw NUMnROF TUBE SHUTTER SPAN SCE ANCHORSPER SUE SPAN END TOP 'BOTTOM 70P BOTTOM TCP Bar TUBE TUBE TUBE TUBE TUBE TUBE 2Tt4"i tOSA- 113.1• 2 2 7 7 BSA' 3 3 3 0 xo.12rSJA' 70S 73.T 3 3134A• 14er 3 3 •J 0 fAAJ•1.1• 116.8- 3 3 it 11 BO.T N.P 4 4 14 44 2w123.r13S.r 2 3 J10Lr 10JA" 3 3 10 10 53.1• ST.7 4 4 12 13 2Ttr or 120.1• 157.0' J 3 8 10 1t0.12r or111A• 1MP 3 • 11 12 w_�_-_ 1M• ---USA`--- 101.r 4 4 14 I iS 1. USE 2"x2- MINIMUM,35U�MAXIMUM ANGLES. ANGLES MAY BE 1/B- Olt 1p1- THItX 6063 T6 ALUMINUM. 2, NUMBER OF ANCHORS PER END' INDICATES NUMBER OF TOTAL ANCHORS IN THE / AND TUBE END. ANCHORS MAY BE INSTALLED IN MULTIPLE ROWS AS NECESSARY B ANGLE PROVIDED THATTKE MINIMUM tAN�CHOR SPACING INDICATED IS MAINTAINS 3. TOP sEDBOTTOOM BEATS MAY BEMUSED T02GEfIfER ROCA IN COMWM170N WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LBMRED TO Top B SPANS. 4. SPAN ABOVETUBESAND XAY BE USED IN A MI0.SpAN OONDIRON WITH SHUTiEt, SPANNING WnM THE SHUTTER SPAN TAKEN AS SUM OF TMME SPN S ABOVE RIND P BEAM TF BEAM. 6. ALL BEAMS AND NOT ALLOWED. 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