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Home My WebLink AboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCq�/V 772-462-1553 FG APPLICATION FOR STORM SHUTTER PERMIT Ucl� CountY p \ 1. LOCATION/SITE ADDRESS: O � 3 q 1 � ,y� �%6 0 %y4 `( -(` 'ZG,Akl Q' I L 2. PARCEL ID NUMBER: 3 �..S - 7 0� — b (3)3 - O a a S 3. DESCRIPTION OF PROJECT: ,ra1Irrr,\1 \\ e'N'cLor�� bK s�,� �,�5 an YK e1DQV% V4 oso VVh;ilYhn 4a�clS 4. TYPE OF STRUCTURE: SFR:y MOBILE HOME: OTHER: 5. OWNERS INF_ORMA ION�yD +M •. NAME: l Nww� ADDRESS: _ _1 .. J_ �L�! _ � _ 4_ 1�1 CITY: �~ ,, —3: - 3 7© FQ:� ZIP CODE: PHONE: EMAIL: Type of Surface attachment: Wood Frame 6. CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: COUNTY CERT BUSINESS NAME: PHONE NUMBER: EMAIL: Concrete Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS O iAi1Q. S �10 'Y %2.0 ACCORDION ROLL -UP FABRIC OTHER 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. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACIL 7. VALUE OF CONSTRUCTION: $t ��PERMIT FEE: $ OWNER'S AFFIDAVIT: I certify that all of the information contained in this ication is chrrebt and that all work will be done in compliance With all applicable laws regulating construction and zoning. V *V 5��Y\ �\ltj Sk,hS // W PRINT NA OF OWNER OR CONTRAC OR/_.2,OLIFIER SIGNA RE OF OW E R CON... STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS 02O DAY OFPL 0L— HO HAS PRODUCED AS IDE FICATI n' SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR Ll NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 JC I� SEAL TWICE FOR IMPROVEMENTS YOUR DAWN MILONE Notary Public. State of Florida My Comm. Ex0res Mar 22, 2017 COM11119sion # EE 677671 Bonded Through Nallonal Notary Alin. Property Appraiser - St.Lucie 7--�,nty, FL Page 1 of 1 PROPERTY RECORD CARD Rosario Delis! (TR) Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 8138 Meadowlark Lane ,��CIFCO ParcellD: 3425-706-0013-000-5 y See/Town/Range: 25:36S :40E Account #: 141314 ��I 5- Map ID: 34/25N Use Type: Mob Homes .� Zoning: PUD City/Cnty: St Lucie County ' Ownership and Mailing Legal Description Owner: Rosario Delisi JR) THE PRESERVE AT SAVANNA CLUB- BLK 45 LOT 1 (OR 2532-415; Address: 2911 SW 174th Way 3510-1955) Miramar FL 33029 Sales Information Assessment 2012 Total Land and Building Date Price Code Deed Book/Page 2012 Final: 65200 Land Value: 15000 Acres: 0.15 4/19/2013 0 0111 OA 3510 / 1955 Assessed: 65200 Building Value: 50200 3/20/2006 171000 00 LE 2532 / 0415 Ag.Credit: 0 Finished Area: 1527 SgFt 3/20/2006 0 01 LE 2532 / 0413 Exempt: 40200 1/24/2000 0 01 LE 1278 / 1541 Taxable: 25000 1/1/1900 0 / Taxes: 623.89 BUILDING INFORMATION Exterior Features View: - RoofCover: - RoofStruct: - ExtType: MHA - MHA YearBlt: 2000 Frame: - Grade: SAVL - SAVL EffYrBit: 2000 PrimeWall: - StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 0 Electric: - PrmintWall: - FullBath: 0 HeatType: FHA - FrcdHotAir AvgHt/Fl: 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Inf do Type Y/S Qty. Units Qua]. Cond. YrBlt. No. U Type Type Measure Depth 1 0200-M es 155 -Flat 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUB CHANQaF_AND IS NOT WARRANTED. I http://www.pasle.org/paslc/Pre.asp?prclid=342570600130005 5/17/2013 \Y1J FAOl Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 4 Roof Tributery Area (Sq Ft). Height 10 -,15 1 20 25 1 30 26 3-25.7 -25.2 -24.9 -24.6 -2 0- 30 ft +24 3I �+VilG +23.2 +22.8 +22.6 + 26.6 -25.9 -25.5 -25.1 -24.8 -2 t'd'� 2 31 ft +24.5 +23.9 +23.4 +23.1 +22:8 + -26.8 -26.2 -25.7 -25.4 -25.1 -24'.8� 32 ft +24.7 +24.1 +23.6 +23.3 +23.0 +22.7 +22.5 `+�• - -+ 2.1 ft -27.1 -26.4 -25.9 -25.6 -25.3 �10 I4 8aI5. 33 +25.0 +24.3 +23.8 +23.5 +23.2 +2 . 22. + _ 5• 2 .3 -27.3 -26.6 -26.2 -25.8 -25.5 -25,�" ' 4I j� 34 ft +25.2 +24.5 +24.0 +23.7 +23.4 +23.1 +22.9 +22.7 +22.5 -27.5 -26.9 -26.4 -26.0 -25.7 -25.5 -25.2 -25.0 -24.9 35 ft +25.4 +24.7 +24.2 +23.9 +23.6 +23.3 +23.1 +22.9 +22.7 _27.8 - -27.1 -26.6 -26.2 -25.9 -25.7 -25.4 -25.3 -25.1 36 ft +25.6 +24.9 +24.4 +24.1 +23.8 +23.5 +23.3 1 +23.1 +22.9 -28.0 -27.3 -26.8 -26.4 -26.1 -25.9 -25.6 -25.4 -25.3 37 ft +25.8 1 +25.1 +24.6 +24.2 1 +23.9 1 +23.7 +23.5 +23.3 +23.1 -28.2 -27.5 -27.0 -26.6 -26.3 -26.1 -25.8 -25.6 -25.5 38 ft _ +26.0 +25.3 +24.8 +24.4 +24.1 +23.9 +23.6 +23.4 +23.3 -28.4 -27.7 -27.2 -26.8 -26.5 -26.3 -26.0 -25.8 -25.7 39 ft +26.2 +25.5 +25.0 +24.6 +24.3 +24.0 +23.8 +23.6 +23.4 -28.6 -27.9 -27.4 -27.0 -26.7 -26.5 -26.2 -26.0 -25.8 40 ft +26.4 +25.7 +25.2 +24.8 +24.5 +24.2 +24.0 +23.8 +23.6 -28.8 -28.1 -27.6 -27.2 -26.9 -26.6 -26.4 -26.2 -26.0 41 ft +26.6 1 +25.9 1 +25.4 +25.0 1 +24.7 +24.4 +24.2 +24.0 +23.8 -29.0 -28.3 -27.8 -27.4 -27.1 -26.8 _26.6 -26.4 -26.2 42 ft +26.7 +26.0 +25.5 +25.1 +24.8 +24.6 +24.3 +24.1 +23.9 -29.2 -28.5 -28.0 -27.6 -27.3 -27.0 26.8 -26A- 43 ft +26.9 +26.2 +25.7 +25.3 +25.0 +' T • , +2a:5'� -29.4 -28.7 -28.2 -27.8 -27.5 - 44 ft +27.1 +26.4 +25.9 +25.5 +25.2 +2 -4:7a 4 -29.8 -29.0 -28.5 -28.1 -27.8 -2 Z- 46 ft .- +27.4 +26.7 +26.2 +25.8 +25.5 + t t -30.1 -29.4 -28.9 -28.5 -28.1 -2 ?® . ` 48 ft +27.8 +27.0 +26.5 +26.1 +25.8 +25.5 v, 19F•.4.9 soft Qg+25.3j I9� +29.1 +27.4 26.8 26.4 1 +26.1 1 +�4�• 1�r2 -30.8 -30.1 -29.5 -29.1 -28.8 -28 �� - eI � }9 52 k +28.4 +27.7 +27.1 +26.7 +26.4 +26.1 +25.9 +25.6 +25.4 -31.2 -30A -29.9 -29.4 -29.1 -28.8 -28.6 -28.4 -28.2 54ft +28.7 1 +28.0 1 +27.4 +27.0 +26.7 +26.4 +26.1 +25.9 +25.7 -31.5 -30.7 -30.2 _29.8 -29.4 -29.1 -28.9 -28.6 -28.4 56 ft +29.0 +28.3 +27.7 +27.3 +27.0 +26.7 +26.4 +26.2 +26.0 -31.8 -31.0 -30.5 -30.1 -29.7 -29.4 -29.2 -28.9 -28.7 58 ft +29.3 +28.5 +28.0 +27.6 1 +27.2 1 +26.9 1 +26.7 1 +26.5 +26.3 -32.1 -31.3 -30.8 -30.3 -30.0 -29.7 -29.4 -29.2 -29.0 60 ft +29.6 +28.8 +28.3 +27.8 +27.5 +27.2 +26.9 +26.7 +26.5 Mean DESIGN PRESSURES (PSF) -ZONE5 Roof Tributa Area S Ft ='eight 10,15 _ 20 25 35 1 40 45 50 30 325� 3121 ",30.3 -29.6 -29.0 -28.6 -28.1 -27.8 -27A 0 - 30 ft +24 3I r 23 6 _' 23.2 +22.8 +22.6 +22.3 +22.1 +21.9 +21.7 32.8 =311,5� '-30.6 -29.9 -29.3 -28.8 -28.4 -28.0 -27.7 31 ft +24.5 +23.9 +23.4 +23.1 +22.8 +22.5 +22.3 +22.1 +21.9 -33.1 -31.8 -30.9 -30.2 -29.6 -29.1 -28.7 -28.3 -27.9 32 ft 1 +24.7 +24.1 +23.6 +23.3 +23.0 +22.7 +22.5 1 +22.3 +22.1 -33.4 -32.1 -31.2 -30.4 -29.9 -29.4 -28.9 1 -28.5 -28.2 +25.0 +24.3 +23.8 +23.5 +23.2 +22.9 1 +22.7 +22.5 +22.3 �34ft '33.7 -32.4 -31.4 -30.7" -30.1 -29.6 -29.2 -28.8 -28.4 +25.2 +24.5 +24.0 +23.7 +23.4 +23.1 +22.9 +22.7 +22.5 -34.0 -32.6 -31.7 -31.0 -30.4 -29.8 -29.4 -29.0 -28.7 35 ft +25.4 +24.7 +24.2 +23.9 +23.6 +23.3 +23.1 +22.9 +22.7 36 k -34.3 -32.9 -32.0 -31.2 �30.6�� ' '=29.6_ -29.3 -28.9 +25.6 +24.9 +24.4 + - •+,23:$• _ .1! 3' +22.9 37ft -34.5 -33.2 -32.2 -3 .5 -29.1 +25.8 +25A +24.6 + - 3.3 +23.1 38 ft -34.8 -33.4 -32.4 - Q 3 9.7 -29.4 +26.0 +25.3 +24.8 + , -k -, 9 ,4 +23.3 39 ft -35.0 -33.7 -32.7 -3 :9' 3 3.8 9:9 -29.6 +26.2 +25.5 +25.0 +24.6 +2 3 �F241q' +23.6 +23.4 40 ft -35.3 -33.9 -32.9 2gg 1•1• tit z0s �]QL R Hl +26.4 +25.7 +25.2 4.8 341 + f,{ 3! -,13 6 -35.6 -34.2 -33.2 -32 a ;`3'1g 1!�' :8 30.4 -30.0 41 ft +26.6 +25.9 +25.4 +25.0 +24.7 +24.4 fl, +24.2 +24.0 +23.8 -35.8 -34.4 -33.4 -32.6 -32.0 -31.4 -31.0 -30.6 -30.2 42 ft +26.7 +26.0 +25.5 +25.1 +24.8 +24.6 +24.3 +24.1 +23.9 -36.0 -34.6 -33.6 -32.8 -32.2 -31.7 -31.2 -30.8 -30.4 3 ft +26.9 +26.2 +25.7 +25.3 +25.0 +24.7 +24.5 +24.3 +24.1 -36.3 -34.8 -33.8 --33.1 -32.4 -31.9 -31.4 -31.0 -30.6 44 ft +27.1 1 +26.4 +25.9 +25.5 +25.2 +24.9 +24.7 +24.4 +24.3 -36.7 -35.3 -34.3 -33.5 -32.8 -32.3 -31.8 -31.4 -31.0 i• +27.4 +26.7 +26.2 +25.8 +25.5 +25.2 +25.0 +24.8 +24.6 -37.2 -35.7 -34.7 -33.9 -33.2 -32.7 -32.2 -31.8 -31.4 +27.8 +27.0 +26.5 +26.1 +25.8 +25.5 +25.3 +25.1 +24.9 400. 37.6 -36.1 -35.1 -34.3 -33.6 -33.1 -32.6 -32.1 -31.7 +-28.1 +27.4 +26.8 +26.4 +26.1 +25.8 +25.6 +25.4 +25.2 -38.1 -36. -35.5 -34.7 -34.0 -33.4 -32.9 -32.5 -31 +28.4 +27.7 +27.1 +26.7 +26.4 +26.1 +25.9 +25.6 +25.4 -38.5 -36.9 -35.9 -35.0 -34.4 -33.8 -33.3 -32.8 -32.5 +28.7 +28.0 +27.4 +27.0 +26.7 +26.4 +26.1 +25.9 +25.7 -38.9 -37.3 -36.2 -35.4 -34.7 -34.1 -33.6 -33.2 -32.8 +29.0 +28.3 +27.7 +27.3 +27.0 +26.7 +26.4 +26.2 +26.0 -39.3 -37.7 -36.6 -35.8 -35.1 -34.5 -34.0 -33.5 -33.1 +29.3 +28.5 +28.0 +27.6 +27.2 +26.9 +26.7 +26.5 +26.3 -39.6 -38.1 -37.0 -36.1 1 -35.4 -34.8 -34.3 -33.9 -33.4- 60ft +29.6 +28.8 +28.3 +27.8 +27.5 +27.2 1 +26.9 +26.7 +26.5 WIND VELOCITY = 150 MPH MRH _< 60' EXPOSURE W BASED ONKd=0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO CT T.H f DEFINED AS THE CRI , QAI COIF• USE OF CRITICAL CO, • i - 6A ) 2.. TABLES VALID 0 FO� 3. TABLES VALID F L LESS THAN 10° SHA 4. IDENTIFY THE B I CANNOT BE IDENTIF ( S 5. ALWAYS ROUND - fR W, 6, CALCULATE THE TRI tt • • .HE f CASE' PRESSURES. 'WORST CASE' IS VOWN VARIABLE AS DESCRIBED BELOW. WITH THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES EER AS A SITE SPECIFIC CONDITION. HEIGHT. IF THE MEAN ROOF HEIGHT BLE VALUE OR CONSERVATIVE ASSUMPTION. ING IN QUESTION (HEIGHT * WIDTH) OR ECTIVE WIDTH THAT NEED NOT BE LESS OPENINGS ONLY- 'HI �I Lkl B N RU URAL MULLS. IF THE TRIBUTARY AREA OF AN OPE E- CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO D - R. W W6 THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THE D, SE 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. " `\ B. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL j 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 FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALTTY 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 4. THIS SPECIFICATION IS IN USE OF THESE TABLES AND COI COEFFICIENTS LISTE _HEREIN BUILDING DEPARTM VALUE USE IS OFFER 5. THIS SPECIFICA •S,N.*. CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T V 6. ADHERE TO ALL 7. NO CERTIFICATIO I B. EXCEPT AS EXPRESSLY PR - AFFIRMATIONS ARE INTENDED. USTRATE DESIGN WIND PRESSURES AS LISTED. WIND VELOCITY, EXPOSURE, AND OTHER ATED ND VERIFIED BY THE GOVERNING 9 RRANTY FOR APPLICABILITY OF TABLE OF THE HOST STRUCTURE, 'IONAL CERTIFICATIONS OR a= 10 % OF LEASIIHMIZOItTADOINENSINC'IIRDAUG19MRH, WHICHEVER IS hX�OEN�7��AT�� + OF LEAST HORIZONTAL k4u DIMENSION OR 3FT (lFA�QUESTION.CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED, / 1 '.1 5 ® 5 a ELEVATION WALL ZONE FIGURES PEAK ROOF HEIGHT ROOF EAVE HEIGHT ROOF HEIGHT v to O REMARKS DRWN CHKD I DATE 2010 FLORIDA BUILDING CODE ENGINEERING -n c, INIT ISSUE GSS TSB 03/OSl12 m „°, r m " 3 U 2i ASCE 7-10, CHAPTER 30 EXPRESS° {� �o \ I- c_ REV -ADJUSTED HEIGHTS - GSS _ TSB 04/09/12 DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 �� z - - - - ` MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 0 \ D � O ? to O L �• m z THIS DOCUMENT ISTHE PROPERTY OFFRANK LBENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L.BENNARDO•P.E .• PH: (954) 354-0660 FAX: (954) 354-0443 WWW.ENGEXP.COMp z o z O � ASCE 0 r m ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND unm.--1.-T-1.1-1 CERT OF AUTH XQB85 m- y j AFlorida Building Code Online, " Pagel of 3 FL # FL12856-R3 Application Type Revision Code Version 2010 Application Status Approved Comments Archived 177 Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank(@enoe4Lc Technical Representative Thomff& .T Address/Phone/Email 400 west Ft. Lauder L 3 (954)970-99 tomj@tc-alum.c Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Reportfrom a Florida Registered Ar 4^r a Licensed Florida Professional Engineer F 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) Frank I. Bennardo PE-0046549 National Accreditation and Management Institute 12/31/2013 ORLANDO L. BLANCO, P.E. r Validation Checklist - Hardcopy Received FL12856 R3 COI Cert Indeo.odf FL12856 R3 COI Cert Indeo2.odf FL12856 R3 COI Cert Indeo3.odf Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201 1994 TAS 202 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvEmlfWvK4b... 5/17/2013 Florida Building Code Online,' Page 2 of 3 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/27/2012 Date Validated 04/27/2012 Date Pending FBC Approval 05/02/2012 Date Approved 06/11/2012 of Products # IModel, Number or Name 356.1 0.050" Aluminum Storm Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Shutter meets requirements for "Wind Zone 4" and Missile Level "D" as defined in ASTM E1996. See installation instructions for specific Design Pressure Ratings by size, additional use limitations and installation instructions. 1994 ).050" Aluminum Storm Panel with Optional Clear Panels Installation Instructions FL12856 R3 II Dwg09.12df Verified By: Frank L. Bennardo, P.E. PE0046549 Created by Independent Third Party: Yes -valuation Reports FL12856 R3 AE 02-09.1)df FL12856 R3 AE Eval rpt09.pdf Created by Independent Third Party: Yes 12856.2 "Safety Edge" Storm Panels "Safety Edge" Storm Panels, 28ga (0.018"") Steel, 0.022" Alum (Pert and Non-Perf), Clear Polycarb (Full Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +54/-54 Other: This product is not valid for use within the HVHZ. See Evaluation Report and engineering drawing for additional limitations and conditions of use. 12856.3 0.050" Aluminum Storm Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Shutter meets requirements for "Wind Zone 4" and Missile Level "D" as defined in ASTM E1996. See installation instructions for specific Design Pressure Ratings by size, additional use limitations and installation instructions. 12856.4 IlAluminum Hinged Storm Panel Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Shutter meets requirements for "Wind Zone 4" and Missile Level "D" as defined in ASTM E1996. See installation instructions for specific Design Pressure Ratings by size, additional use limitations and installation Installation Instructions FL12856 R3 II Dwo3.pdf Verified By: Frank L. Bennardo, P.E. PE0046549 Created by Independent Third Party: Yes ?valuation Reports FL12856 R3 AE Eval Rpt3.pdf Created by Independent Third Party: Yes ).050" Aluminum Storm Panel with Optional Clear Panels Installation Instructions FL12856 R3 II Dwg2.pdf Verified By: Frank L. Bennardo, P.E. PE0046549 Created by Independent Third Party: Yes °valuation Reports FL12856 R3 AE Eval Rpt2.pdf Created by Independent Third Party: Yes 050" Aluminum Non -Porous Hinged Storm Panel Installation Instructions FL12856 R3 II Dwo.pdf Verified By: Frank L. Bennardo PE#0046549 Created by Independent Third Party: Yes -valuation Reports FL12856 R3 AE Eval Rpt.pdf Created by Independent Third Party: Yes Back Next http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEml f WvK4b... 5/17/2013 Florida Building Code Online,/ y' Page 3 of 3 _r Contact Us :: 1940 North Monroe Street. Tallahassee,FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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Approval Accepts: Ed , s,ecuritv'N' ii€"sa.xi Nam http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEml f WvK4b... 5/17/2013 KEYHOLE PUNCH DETAIL ALTERNATIVE. HOLE DIA. OF 5(8" IS ACCEPTABLE. ENERAL N o4 ®" ALUMINUM STORM PANEL FOR USE OUTSIDE THE HVHZ AND ESSENTIAL FACITILIES _ UNLIMITED WIDTH _ (PERP. TO PANEL SPAN) 12" MAX. ON CENTER PANEL ATTACHMENTTO MOUNTING HARDWARE OR DIRECT MOUNT. / n� f II ii j �w zm j �I 1 �rjF` i i i D � NOTE: TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. MOUNTING HARDWARE MUST BE ROLL -FORMED TO THE RADIUS; NO NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS ALLOWED. TYPICAL ELEVATION WITH 1 ALUMINUM PANELS ONLY 1 N.T.S. EXTERIOR ELEV HURRICANE PROTECTION AND TESTED IN ACCORDANCE WITH TIIE FLORIDA BUILDING CODE, EN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION TED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER fNG CODE, PRESSURE REQUIREMENTS AS DETERMINED IN 10 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TOTHE LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. KIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. IES. ON FROM GLAZING REOUIRED, IN ACCORDANCE WITH ASTM 0.0495". STRENGTH...... .90 KSI &FLEXURAL MODULUS IS' 328.7 KSI ,- - 12. ALL EXTRUSIONS SHALT- BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. ALL TOLERANCES SHALL BE IN ACCORDANCE WITH ADM 2005. 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 14. PANELS SHALL BE PERMANENTLY LABELED WITH LABELS SPACED NOT MORE THAN EVERY THREE LINEAL FEET PER PANEL AND SHALL FACE THE EXTERIOR AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE AND CONTAIN AT LEAST THE FOLLOWING: ' TOWN Bi COUNTRY IN�USiRIES FT. LAUDERDALE FL ASTM E330 EISS & E1996 MISSILE LEVEL D E FLORIDA PF�tODUCl/APPROVAL NUMBER 15. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL STAINLESS STEEL, OR 2024-T6 ALUMINUM ALLOY Al I r)TgRTM71 ARhf TENSILE YIELD SHALLTBEIINSULOATED TO REVENT ELECTROLYSIS NOTED HEREIN. IN THE ABOVE -NOTED TABLE 1 ALLOWABLE SPAN SCI IEDULE (WITH ALUMINUM PANELS ONLY) PANEL ALLOWABLE DESIGN SPAN PRESSURE 11(44330 138 P�E°�.. a'.'OPSf 38 8 PSF - -38'1 PSF J1 83 3 PSF 41 7 PSF 128 431 PSF 457_PSF _— 124" _....._____.... ...... *d7.6 PSF i -50.4 PSF - 1 t4" . 52.7 PSf i • 55.8 PSF -.......58......PSF ......__._......_........ ________..... f08" +58.7 PSF -62.2 PSF ♦ 65.8 PSF • 69.8 PSF 102, 96" + 74.3 PSF - 75.0 PSF 80" +80.0 PSF -80.0 PSF 84" +65.7 PSF -85.7 PSF 78" • 92.3PSF..._., 72" +100.0 PSF - t00A PSF 6b'"+109XPSF • 109.1 PSF 69, + 120.0 PSF , - 120.0 PSF TNOTES: LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. DESIGN PRESSURES NOTED IN TABLE 1 APPLY TO ALL MOUNTING AND ANCHORAGE CONDITIONS AND SHALL NOT BE EXCEEDED. MAX PANEL SPAN PER TABLE 1 . . . . ............ L4 .! ........ ___.—..__—._—..___..____ . .......... ..... _.......... 2 OPTIONAL HORIZONTAL MOUNT 1 N.T.S, EXTERIOR.ELEV El E. 11-TCM-0003 I 4 ---------12.00" (COVERAGE) t-2.02"-4 f--2.02"-} a 0,04\r_rl/ 141375" (TOTAL WIDTH) -----� ( ALUMINUM STORM PANEL li-2.250"� 2.250"---� 0,09501_ 0.094" 0,09511,- 0.094" r T �- e 0.094" 0.094" 0.3751 I, 0.062 a 0.062"-4-2.06"-1 0.375° 0.062 O.U62"-ti2.06" T2 "H" HEADER f2 �3 "U" HEADER 1° 2" OR 3" .090" -)- GAGS" I 6� t 0.188" HEAIR SQ./HEX 1- �Y HEAD BOLT STUDS 0.086" W/ WINGNUTS SPACED AT 12" OC 0BUILD-OUT "F" TRACK - 0.44' 0,05" { 2AMAC ALLOY ®WASHER WINGNUT NON -RECESSED FLAT SURFACE TYPE ONLY 6.00"(COVERAGE)-2,50"-I TYP 0.0495" 1.00" J< l ,` �7 41\00"} 00" �. - ,1,, �{ / \�-----12tEL COVERAGE-{ 8.332" HALF PANEL .•••-- ).-...._. I5 1/4^ MAX TOTAL PANEL WIDTH ---- ia ALUMINUM HALF STORM PANEL NOTE: HALF STORM PANEL SHALL ONLY BE USED AS AN END PANELTO CLOSE THE REMAINING OPENING THAT MAY BE LESS THAN FULL PANEL WIDIH �-- ---MAX. 5.238" rCi 0.120" 0.094" r1/4-20X3(4 KNURLED STUDS W/ lNlNGNUTS SPACED AT 12" O.C. 0.125"- ' (DIRECTION MAY BE REVERSED) z E jo.lzs^ 2", 3", 4" OR 5" O3a BUILD -OUT "U" HEADER (4)STUD ANGLE --- SEE COMPONENT NOTES 0.378" 0.188° } 10.315" jr 1 � 0.4614 7 i \-1/4-20 SQ,/HEX 0.090"_If HEAD SOLT STUDS i- W/ WINGNUTS (TYR) SPACED AT 12" OC ('�)IIP" TRACK 0.1901, g0_ 0,313" 0.090" ! ;2 HEAD BOLT STUDS W/ WINGNUTS SPACED AT 12" OC (LEG DIRECTION MAY BE REVERSED) Sa 'IF" ANGLE TRACK ib POLYCARBONATE STORM PANEL 1/4-2OX3/4 KNURLED STUDS W/ WINGNUTS SPACED AT 12" O.C. 0.091"-(1- (DIRECTION MAY BE Iqq REVERSED) in - �"-0.091" f.000" {.MQJI 2" LEG 4a STUD ANGLE SEE COMPONENT NOTES &TUBE r1/4-2OX3/4 KNURLED STUDS W/ WINGNUTS SPACED AT 12" O.C. 0.0911, I (DIRECTION MAY BE REVERSED) -r- 1.0001, }_4MINIMUM .632" LEG 4b STUD ANGLE SEE COMPONENT NOTES -tt-0.125" L_ 0.125" --- 1", 2" 3„ 4" OR 5" ®ANGLE COMPONENT NOTES ANCHOR HEADS MUST NOT INTERFERE WITH INSTALLATION OF THE PANEL- ANCHORS SHALL NOT BE INSTALLED MORE THAN 3" FROM END OF EXTRUSIONS. IF ANCHORS MUST BE MOVED TO FACILITATE INSTALLATION OF THE PANEL, ANCHOR SCHEDULE REQUIREMENTS SUCH AS CENTERLINE DISTANCES, EMBEDMENT, 0.j125" EDGE DISTANCE, ETC MUST BE MAINTAINED. I t-0.873" �00,563" '�Luiuiu+� t f .5 313" 0.30, 1 4-20 10 KEYHOLE WASHER 11 1/4-20 SQ./HEX 12 1/4-20 316 SS MACHINE 4 #14x3/4 316 SS 20 GA. GALV. STEEL (t=.030') HEAD BOLT BOLT W/NUT SDSSMS SCREW SIDEWALK BOLT GRADE 40 OR 0.050' ALUM _L--- ALLOY (3004-H34) U* 15 M4-20 TRUSS HEAD BOLT REQUIRES USE OF KEYHOLE WASHER IN DIRECT MOUNT APPLICATIONS 11-TCM-0003 PO CONNECTION TYPE C2 EXISTING ANCHOR PER ANCHOR HOST EXISTING .: rSCHEDULE HOST I 0.327" STRUCTURE - y MAX. �` ' STRUCTURE CONNECTION TYPE C2 ANCHOR PER ANCHOR - �y" MAX EMB D. rSCHEDULE F � 0.437" . MAX .%" MAX jED c t" -`! o w 6 GLASS SEPARATION / / ib I I L NOT REQUIRED PER J GLASS SEPARATION J -. ASTM E1996-09 NOT TM E19 6- PL-Fi ASTM E1996-09 a "N" MOUNT SECTION ©BUILD -OUT "U" MOUNT SECTION GLASS SEPARATION t NOT REQUIRED PER ALT. LEG DIRECTION GLASS SEPARATION i COrNOT REQUIREO PER ASTM E1996 09 NNECTION TYPE C3 ANCHOR PER ANCHOR / AS 1 E1996-09 a .. i` EXISTING HOST o al F io S-' 1/4-20X314 KNURLED STRUCTURE _' /� �n 0.437" '� o Ct-0BEDP :b a I MAX � STUDS SPACED MAX o/ I /`a — i 12" O.C. MAX '><• 5 / MAX s EXISTING HOST CONNECTION TYPE C1 CONNECTION -.TYPE C3 i ---------- — STRUCTURE CONNECTION TYPE Cl ANCHOR PER ANCHOR ANCHOR PER ANCHOR SCHEDULE' ANCHOR PER ANCHOR SCHEDULE SCHEDULE .STUD ANGLE WALL MOUNT SECTION �E BUIL'D OUS.�FTRA�K 5ECSON t = CONNECTION TYPE C2 / EDGE EXISTING _ ANCHOR PER ANCHOR EXISTING DIST, CONNECTION TYPE G I RUST T/%%� SCHEDULE HOST ,•7 ANCHOR PER ANCHOR STRUCTURE 0.625" STRUCTURE/ SCHEDULE F 2 /EMD A /- 1F 1 BE Cn m a �� S `J .N MAX n 0.625" Y Al* LEG DIRECTION l� CONNECTION TYPE C2 GLASS SEPARATION ANCHOR PER ANCHOR NOT REQUIRED PER SCHEDULE ASTM E1996-09 ©"F" TRACK MOUNT SECTION_ i GLASS SEPARATION NOT REQUIRED PER ASTM E1996-09 ®TRAP "U" HEADER SECTION CONNECTION TYPE C2 OF A ANCHOR PEP, ANCHOR SCHEDULE ,-4- y. +r E )f 0.437" ! "12" O.C. MRX EXISTING j M% 13 = AX. 1-05 .' HOST _ j MAX 'O L RU HOST- F Yq" \ EMBED w Wtil! =,irks a 4OIL W ( Z LmbZotQ�� 5 No � ALT. LEG DIRECTION —y I CONNECTION TYPE C3 i - GLASS SEPARATION W w N w 3¢ 1 ANCHOR PER ANCHOR SCFEDULE NOT REQUIRED PER E1996-09O wASTM Y bmt ©ALT. BUILD -OUT "U_MOUNT SECTION GLASS SEPARATION - NOT REQUIRED PER ASTM E1996-09 1 l¢ b N v 2 w�` 1J�-tF Q [ t ,.. �) z a m Kc J z Vic'%pm M EXISTING O IIOS'I! v m a STRUCTURE -1 is 11 _�. ' CONNECTION TYPE Cl c S ANCHOR PER ANCIIOR SCHEDULE. @ NOT EXCEED ANCHOR SCHEDULEUT DO v mASTER "ro' I SPACING. KEYHOLE WASHER REQUIRED I -IF ANCHORED WITH TRUSS HEAD BOLT. F DIRECT MOUNT SECTION GLASS SEPARATION NO I" REQUIRED PER ASTM E1996.09 w la z B ?_ __ _b !¢g 0 < ib 9) QN��fr . ggo LEG DIRECTION MAY BE REVERSED CONNECTION TYPE C4 EDGE CWIIU 8fFRA2XLOPRJLXPE ANCHOR PER ANCHOR DIST, SCHEDULE / 11-TCM-0003 SCALEt 102, PAGE DFS[gIPTION: EXISTING HOST STRUCTURE' s� OI TRAP STUD ANGLE SECTION GLASS SEPARATION NOT REQUIRED PER -\ ASTM E1995-09 CONNECTION TYPE C4 ANCHOR PER ANCHOR EXISTING V � DIST.I HOST STRUCTURE "F" ANGLE TRACK MOUNT SECTION CONNE ANCH EXISTI HO GLASS SEPARATION CTTON_TYPE C3 OR PER ANCHOR NOT REQUIRED PER ASTM E1996-09 SCHEDULE ._ Z a •w ao 'A w do z r/ to f IE' NG ST EP48ED, , RE- l5J A L@@ 6" Q.C. MAX " ELT. LEG DIRECTION LCONNECTION TYPE CS ANCHOR PER ANCHOR SCHEDULE K REVERSE 'F" ANGLE TRACK MOUNT SECTION ITEM # 13 @ 12" O.C. MAX. - 2"x5"xl/8"x CONT. 6063-T6 ALUM. IN BETWEEN TRUSSF..S, \ AT ANGLE WITH (3) 1/4"0 w00 a COINCIDENT WITH ANCHOR + LAG SCREWS WITH 2" MIN. EMBE ROW CENTERLINE / INTO WOOD @ EACH RAFTER OR EXISTING WOOD 3»� TRUSS, 24" O.C. MAX. WITH L , }- 1' MIN. END DIST. AND 3!4" MIN. G� TRUSS OR RAFTER I DIST. WHERE ANGLE EXTENDS ORE; 24" O.C. MAX 6" BEYOND LAST TRUSS, '� G=0A2. MIN - `...._ ( )• Il.- t ANGLE TO NEXT TRUSS. EXISTING WOOD yaa 1. , 19 / OR STUCCO FINISH • r _ MATERIAL rI_1°-t 8'-4" MAX PANEL SPAN QJ MAX MAX DESIGN PRESSURES: % TO G=0,42 WOOD: +{- 63 PSF n / TO G=0.55 WOOD: +/- 70 PSF AIR GAP BRICK VENEER PER ASTM C62 GLASS SEPARATION NOT REQUIRED CONNECTION TYPE CZ ASTM E1996.09 ANCHOR PER ANCHOR Ct1EDULE I.O" MAX a GLASS SEPARATION NOT RF.Ql1IRED PER ASTM E1996-09 OCEILING MOUNT/BUILD-OUT SECTION LEG DIRFCTION GLASS SEPARATION MAY BE REVERSED NOT REQUIRED PER ASTM E1996-09 f---6" MAX ms -.: I m w=•-x iUww o cm�wto � M .w Y U w€ a 17 o STUDS SMsAX€x1sTlrc wooD EX[@24" O.C.AAD 6 MAX G=0.42 MIN HOST , 4 +- STRUCTURE-• ab - 1' 1E �3 @ 9" O.C. MAX / t GLASS SEPARATION < 1"x4"x0.125"6063-T6A UMINUM TUBE (2) #14 WOOD SCREWS OR Ya" LAG SCREWS NOT REQUIRED PER - EXISTING AIR GAP OR 2"x6" PT WOOD BEAM. WHERE BEAM WITH 2" EMBEDMENT, 3" MINIMUM EDGE ASTM E1996-09 HOST CONNECTION TYPE C2 y EXTENDS MORE THAN 6" OVER LAST DISTANCE AND 1-3(4" MINIMUM END - STRUCTURE BRICK VENEER ANCHOR PER ANCHOR STUD, EXTEND BEAM TO NEXT STUD DISTANCE TO G=0.42 MINIMUM WOOD PER ASTt4 C62. SCHEDULE COPYfV(iFWA70P.E STUDS SPACED 24' O.C. MAX. O STUD ANGLE BUILD -OUT MOUNT ®"U" HEADER BUILD -OUT THROUGH VENEER OVER O DIRECT MOUNT THROUGH VENEER OVER STRUCTURAL. ll-TCM-0003 SCALE!02 SECTION INTO STUD WALL STRUCTURAL BASE SECTION BASE SECTION PAGE DESCRIPTION: BRICK VENEER EXISTING AIR GAP /- PER ASTM C62 1' HOST �a cb STRUCTURE 9a {n EMBED. _TIle- /- � z 1 w Off. f w _. . Z °a. CONNECTION_TYPE Ci I14-20X3/4 CONNECTION TYPE Cl 6" MAX. < ANCHOR PER ANCHOR � KNURLED ANCHOR PER ANCHOR f SCHEDULE STUDS SPACED SCHEDULE- 12" D.C. MAX J GLASS SEPARATION NOT REQUIRED PER - 6 ASTM E1996-09 STUD ANGLE THROUGH VENEER OVER STRUCTURAL BASE SECTION R EXISTING HOST ALUMINUM ANGLE CLOSURE o STRUCTURE PIECE: 1"x2" MIN, I"xS" MAX, A ` i 0.062S" MIN. THICKNESS. n' R TRAP MOUNT CLOSURE DETAIL EXISTING HOST GLASS SEPARATION ALT, LEG DIRECTION NOT REQUIRED PE0. CONNECTION TYPE C3 ASTM E1996-09 ANCHOR PER ANCHOR SCHEDULE EMBED. l7 MAX n ST EXI571 r 1 HOST r AIR GAP' CONNECTION TYPE C3 STRUCTURE-' ANCHOR PER ANCHOR l BRICK VENEER ` CHEDULE PER AS] M C62- C BUILD -OUT "F" TRACK THROUGH VENEER OVER STRUCTURAL BASE SECTION -- I AI_ wi EXISTING )71 i(4° MAX,VER w f HOST -STRUCTURE j 1/4• _ ALUMINUM ANGLE CLOSURE ANY ANCHOR PER ANCHOR SCHEDULE, MAX PIECE: I"x2" MIN, I' MAX, SPACED 24" O.C. MAX FOR DESIGN BUILD -OUT 0.0625" MIN. THICKNESS. PRESSURES _< 62 PSF, 12" O.C. MAX i ALUMINUM ANGLE CLOSURE l DISTANCE' EXISTING FOR DESIGN PRESSURES > 62 PSF i PIECE: I'W" MIN, 1"x5" MAX, HOST .—_ AND 5 115 PSF, 10" O.C. MAX FOR 0.0625" MIN, THICKNESS. STRUCTURE I �/ =� -DESIGN PRESSURES > 115 PSF: (D8 lob 1/4" MAX. _....._ ..... / 9 1? , 21, GC 9 14 P 24' DC. U 15 f la Ib 11 f9 I2 12 �T BUILD -OUT MOUNT CLOSURE DETAIL ALTERNATE CLOSURE DETAIL S ® WALL MOUNT CLOSURE DETAIL 5052•ii34 ALUMINUM; O CORNER ANGLE DETAIL OR 20 GA GALV A36 STEEL 11-TCM-0003 fiCALH1 02 °AGB OESCRIPRON• it A - �= 5" LONG HANDLE RIVETED TO PANEL A"uy,; + o: >Vd W PUNCH Vz xl" HOLES IN ADJACENT PANELS TO ttt111111 �L ,� �n 7 Q L m 8 2 x W o RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM INSIDE. -\ i I r J C L W 'S w M 3 ( N 3 Y - p ww mow.. r e uf� Q 2Y,'xIK" WIDE NOTCH ((YP. BOTH SIDES) n '^ i ,�. �LT.t I ma WALL MOUNTED 5' 2"xYe'1 -•-+� 1J�� STUDDED ANGLE' %''-20 x 1" MACHINE SCHEW STUD WITH WASHERED WINGNUT @12" O.C. {CONNECTS TO ADJACENT PANEL _ a1 1/4720X314 KNURLED STUDS Wf 31 WINGNUTS SPACED AT 12" O.C. "0 HOLE FOR �.... 9 N g FASTENING PANEL EXISTING I.• I+` — ___ __ .. —1- • I , 1 HOST _� WALL MOUNTED S"x2"xis" STRUCTURE S STUDDED ANGLE) e MAX CONNECTION TYPE C1 ANCHOR PER ANCHOR I O7PfRiClifFW�hSCL BQ&i9o0PE SCHEDULE -I ® INTERIOR FASTENING ANGLE ASSEMBLY 11-TCM-0003 THESE DETAILS DEPICT THE CONNECTION OF SCALE: 02 ANY PANEL FOR AN OPENING WITH PANELS PAGE DESCRIPTION: INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "H" HEADER OR "U" HEADER TOP MOUNT. ` o 0 UNLIMITED WIDTH _ �..___ _.................... (PERP. TO PANEL SPAN] ........ TYP 12' MAX. ON CENTER PANEL ATTACHMENT TO MOUNTING HARDWARE OR DIRECT MOUNT. , p4a"ll / ol-7YP. /-POLYCARBONATE PANELS FASTENED TO ADIACENT STORM PANELS WITH 3'a"-20 SIDEWALK 1BOLT AND WASHERED WINGUT AT MIDSPAN, TYPICAL. 1 l I� NOTES: P3 1. TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING, MOUNTING HARDWARE MUST BE ROLL -FORMED TO THE RADIUS; NO NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS ALLOWED. 2. STORM PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY. 3. ALUMINUM AND POLYCARBONATE PANELS SHALL ALTERNATE. 4. END PANELS SHALL BE ALUMINUM PANELS ONLY. TYPICAL ELEVATION WITH ALTERNATING 1 ALUMINUM AND POLYCARBONATE PANELS N.T.S. EXTERIOR ELEV INTERIOR 3 GLASS SEPARATION NOT PER J/ ASTM TM E19 E1996-6-09 �v E' END PANELS SHALL BE ALUMINUM. PANELS ONLY POLYCARBONATE PANELS` EXTERIOR FASTENED TO ADIACENT STORM -- PANELS WITH W-20 SIDEWALK BOLT AND WASHERED WINGUT AT MIDSPAN, TYPICAL. TYPICAL SECTION WITH ALTERNATING 2 ALUMINUM AND POLYCARBONATE PANELS N.T.S. HORIZ SECTION ALLOWABLE DESIGN PRESSURES WITH ALTERNATING ALUMINUM AND POLYCARBONATE PANELS +55 PSF -58 PSF NOTE: ANY INSTALLATION WITH ALTERNATING ALUMINUM AND POLYCARBONATE PANELS SHALL NOT EXCEED THESE DESIGN PRESSURES. POLYCARBONATE PANELS FASTENED TO ADJACENT STORM PANELS WITH Y4`20 SIDEWALK BOLT AND WASHERED WINGUT AT MIDSPAN, TYPICAL. � �FR1: �Nt/t�fICO, F.E. ' P�ryOy0 ••oY 7'Z o - qyl u w� Urr Zk z Lm� W N9 WW 11-TCM-00031 N ANCHOR SCHEDULES (CONTINUED) : 11-- 11 '-n O ANCHOR LOAD (P`"O _.. SpdfS UP TO 5_9_' CONN TYPE Cl C2 i C3 C4 C5 EDGE D:STANCES AS NOTED .. _..... 5PdP5 Up C 9 B CONN TYPE C1. C7. C3 . C4 CS 50dn5 .IP TC.12'-0_' CONN TYPE Cl I C2 C3 C4 C5 1/4- ITN! TAPCON WITH t-t/4' MIh1. EMBED AND 33 16.0" 16.0" i [6-D" 1i.6"�12.8!' 10.3" 10.3" 10.3" 6.4" 10.3" 7.8" 1.3" 1.8" 1 4.1" 7.8" 48 32.8" 12.8" 12.8"I B.O" 71"65.3" 3.8" S.3" 3.1" 3.12-/2" MIN. EGGE DISTANCE _ _ _ __ _ ' TH 1(4° ELCO ULTRACON Lbl 1.1/4" MIN, EMBED AND 2-1/2' MIN. EDGE DISTANCE ` 62 9.9" 9.9" ).4" 62" 5.5" 39" 55" 32" 3.3" 4.1" 4,1" 76 8.1" 8.0" 8.1" S•0" 4.5" 4.5" 3.4" 3.4" 105 . 5.4'• 5.9' .. ..._..........3............_..... 4A" 5.9" 3.4" 3.7" 120 33 5.F" f6.0'• 3.5" t6.0" T. 16.0" 10.5" 36.0" 11.3" 11.3" 11.3" 5.9" 11.3" 8.5 " 8 " 0 8 " 8.5" S _ 48 14.0" 14.0" 14,0" 7,2"- 14.0" 7.8" 6.7" 7.8" 3.9" 6.6" 5,8" 4.f" 5.8" '"""'"""" 62 --- 10.8" _._._. 10.8" _.._..............._.. 10.8" 5.6" ...____ 10,8" ._____ G.0" ...._..._ 4.S' 4.5" _ 76 8.8" 8.8" 8.8" 4,5" 8.8" 4.9" 4.1 FIMRI/ 6.4" 4,1" 5.G" l r O 'P u 1 4" ELCO PANELMA'tE (FEhiALF., VALE, OR PLUS) W/ 1-1/4" MIN EMBED AND W/ 3" MIN, EDGE DISTANCE va�'CpQ �_g'120 33 I6.0" 16.0" 16.0" 14.9" 16.0" 16.G" 16.0" 16.0" 8.3" 16.0" 12.7" 112.0" 12.7" 16.0" iG.O" .0" 16 10,2" 16.0" 13.7" i t" 0. 11.7 " S.5" 9.9" 8.8" 62" . 8.8" - .4H 62 I6.0" 16.0" L6,W 7.9'` 1&0" '9.0" 6.5" 9-0" 4,1" 5,4" 6.8" 4.2" 6.H" -- --__._. 76 _......._.. 13.3" _..._....... 13.1" _ 13.3" 6.4" 13,3" 7.4" 4.8" 7.4" 5.5" 5.5_ 90 11.2" 4.4" 11.2" 5.3" 8.4" 6.2" 6,2" 9.6" a.,5.8" 7.1" 9.G" 8.4" 4.4- 6.29" 4.7" 5.3" 4.7" 5.3" 4A" 4.D" " / u 4 i 1/4" ITW TAPCON SG W7 1-S/4° MEN EF18EU AND 7-i%7." MIN. EDGE DISTANCE 33 16.0" 16,0" 16.0" 76.0" 16.0" 16.0" 16,0" 16.0" 11.3" I6_0" 160' i6_0': 36.0" 8.4" i6A" 48 16.0" 16.0" I6.0" 13.9" 16.0" 16.C" 16.0" t6 0 7 6"_ 16 0 16 0" 11.4 1G 0' 5.5' 9.4" I6.0" 16.0" 16.G" 10.8" tG.O" 16.0" 12.0•' 16-0 5.7" 16.0-712.5" 7.9 12,5" 4:2" 6.0" .62 76 90 16.0" 16.0" 16.0" 8.7' 16.0" t3.6" 8,8" 13.6" 4.6" 6,9 10 2" 6.0" 10.2" 3,4" 4.4" 16 0" 16.0" 16.0" 7.3" 16.0" 11.5 7.0" 1 F-5` 3.9" 5.3 8 6 0 ...05 i20 169'• 13.2" 16.0" G.1" 11.4" 9.9" 5.7" 9.8" 3.3" 4.2 7.4" 4.0" 6.5" IS.0.7" 15.5" 5.3" 8.7" 8.6" 4,6" I S.P' 1. 3 5' 6.5" 3.4" A4" 1 2 LD- /4- 0 ALL POINTS 5 O SET i TTH 718" MIN EMBED AND 7 MIN, EDGE DISTANCE �- I /4" POWERS TAPPER :Y/ I1-1/4" MIN. EMBED AND I3'MIN. EDGE DISTANCE ��,pnlotluttim� 33 16.0" 16.0" 1 .0" I6.0 " 16.0" 16.T' 16,0 9 5' 16.0' 16.0" 16.0" 16.07.0" 16.0•, 48 16.0" 1&0" IGAY' 11,7" 16.0" 15 9' 73.8" 15 9 - 6 4' 13.5" 11.9" 8.4" 11.9" 4,6" 1 6.9" E2 16.0" 16.0" 16.0" 4.1" 16.0" 12.3' 8.8" 12.3' 4.8" 7.4" 4.2" 5.8" 4.2' " 3.5' 4.4 76 16.0" 16.0" 16.0" 7A" 16.0" 10,01, 6.5" lio.v, 3.9" 5.1" 75' 4.4" 7.5" 33" 12.1" 8.5" 5.1" , 8,5" 3.2" 3.9" 6.4" 3.6" 5.9" 105 13.1" 9.7" +3,1" 5.1" 8.4" 7.3" 4.2'• 7,3" 3.1" 5.5" 4.8" 120 I1.S" L9' :1.5" 4.4" ! 6.4" 6.4" 3.6" 59" 4.8" 4,0" 33 14.0" I14.0" 14.0" 8.8_' 114.0" 7.8"_ 7.8" 7.8" 4.9" 7.8" 5.8" S.5" 5.8" 5.6" 48 9.6" 9.5" 9.6" 6.1" i 9.6" 5.3" 4,6" 5,3" / 4.5" 4.0" 4.0" '-- 62 7.4" '7.4" 7.4" 4.7' 7.4" 4.1" f 4.1" ' lOS 4,4" 4.4" ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2, VIHFRE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD (i.e. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 3. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. 4. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMF,NT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES, S. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE(S) SHALL APPLY. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 11. MACHINE SCREWS SHALL HAVE MINIMUM OF IJY' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ('SIDEWALK BOLT") U.N.O. 12. Ali DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 13, * DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAY BE USED FOR DIRECT MOUNT INSTALLATIONS. j rn xl _ ANCHOR LOAD (psi) .._... ....._ 5pans Up 7u 5'-0" CONN TYPE Cl C2 C3 I C4 C5 EDGE DISTANCES AS NOTED - _.. __ ti taus (fp-To 12-D" CONN TYPE Cl C2 C3 C4 1 C Spans Do To 9'-D' CONN TYPE Cl C2 C3 i C4 ' CS 1/4- ITty TAPCON WITH 11-t/4"MIN. EFJDED AND 7" MIN, EDGE DISTANCE GOWS(ip{�.(6 33 13.6" 13.6" 13.6" 6.1" 13.6" 16" 7.6" 17.6" 5.71 5.7" 48 9.4" 9.4" 9.4" 4.2" 9.4" 5l2" 4.5" -. 5.2" 4.4" - 3.9" / 3.9" --""'_..._......__._._........ 62 7.2" 7.2" 7.2" 3.2" %.2" 4.0" 0.0° V11111,011111, 3.0" 3.0" 76 5.9" 5,9" 5.9 5.9, 3.3" 3.3" ...'0....5.0" 4.2" ..5...__. 5.0" 4.0" 4.3" 3.2 _105 _ IZO 3.7" 3.7" m u °u p s 1/a ELCO ULTRACON WITH 1-1/4" MIN, EMBED AND F" PfiN. EDGE DISTANCE 1/4" ELCO PANELMATE(MALE OR PLUS) W/ 1-1/4' MIN BED AND 2" MIN. EL`f E EMBED DISTANCE 1/4' ITW TAPCON SG 1-1/4' MIN EMBED AND „ 1-I/4 MIN. EDGE UISTAhCE SOLID- 1l4-20 ALL POINTS 50 SET WITH 7/8' MIN EMBED AND.1-14°MIN. EUGE / F� (( HI 33 16.0" 16.0" 16.0" 11.4" 16.0" 11.3' ' J.L. " 3 11.""I 3 6.3" 11.3" 8.5" 8.0" 8.5"! ! 46 14A" 14.0" ]47- 7.8" 14.0" 7.8" 6.7" 1.8" 6.6" / 62 ]0.8" 110.8" 10.8" 6.1" 10.8" fi.0" 1.6" ...76 90 8.8" 7.5" Ise,, 6.2" 8.8" 7,5" K111111 8.8" f 1U5 6.4" 6.4" l` 1zc 33 AB... 62 16.0" 36.0" 15.0" 16.0"1E.0" I6.tl" 16.0" _�, 16,0" 16.0" .. _.._._ 10.8" 8_3" 16.0" t6.0" -_.___ +2.1" 9:4" ....._.._.._ 1U.5 6 .7" 1 8.7" 16.0" ................_...._-.... _..._. 12.t 5.8 'lox 9 .4" 4.4" 5.6" 13.2 .....__!._....._, 9., I 7.0" _..._....�. ..... .._ .._ 6 a" 9.11, 4 4" 7.0" 76 90 105 120 13.8" 11.6" 10.0" 6.7" 13.6" 9.7" 714" 6.0" 13.8" 11.6" JD.O" 8.7" 6.7" 4.7" 13.8' 9z, 6.4" 7,7" 6.5" 5.0" 7.7" 4.5" 33 48 W_._..._. 76.0 16.0" ____... 16.0" 16.0" _.__...._....6.o.- 15.0 16.0 12.2 e.4" .___..___.__ 16.6" 16.0" IG.O" 16.0" SG.O" 16.0" SG_0" 5_8" 1E.0" 16.0" 4.6" 1G,0" 16.0" 16.0" 56.0" 1G.0" 5.1" t6.0" 11.4" 16.0" 3.9" 9.4" 62 36.0" 16.0" 1fi.0" 6.5" 16.01' 16.0" 12.0" 36.0" 3.5" 10.0" 12.5" 7.8" 132.5" 6.0" _ 76 90 16.0" 16.0" 16.0'_ 8.8" 13.6" 6.9" 10.2" 6.0" 10.2" 4,4" 160' 16:0 160 4.4" 11G.0" 11.5" 7.G" 11.5" 5.3" 8.61, 4.8" 8.1" 3.5" _.......... 120 Ib.O" _................__.. 15,5" 13,2 10:7" 16.0"I _._.._ 15.5" 3.7" ._._-_.._._..._. 3.3" ;13.4' . 8.7' 4.9" _...._.... 8.G" 5.7" _._.......__ 4.8" 4 " 9.8" ..2 ......_._ B.1" 3.5" .. 7.4 ......_.... 6.5" 4 " 0 6.5" -3.._ ._ 3.4" 5.9" 33 16 0" 16.0 " 1 " 6.0 i "'1 0.3 G.0 13. ' 4 13. ' 4 F .4" 5.7" 13.4' 3 10.1" 9.5" 10.1' 4.2' 10.1" 48 16.0" tE.O" 7.1"16.0" 9.2" 8.0" '9.2" 3.8" 7.9" 6.9" 4.9" 6.9" 4.0" 62 I2.9" 129' 32.9" 5.5" 12.9" 7.2" 5,1" 7.2" 4.3" 5.4DISTANCE " 76 10.5" 10.4" 10.5" 4.4" 10.5" 5.8" 3.8" 5.6" �/ 3.0" 4.4" 4.4" 90 8 9 7 4" 7.7" 7.0 ' 4.9" 3.0" 4.9" 3.7" 3.5" 105 7 6 5.7" 7.6" 3,1" ' 4.9" 4.2" / 4.2" 3.2" 120 6.7 ..6" 6.7" 3.7 ' 3.7" / 3.6" 11-TCM-0003 i 1 . Florida Building Code Online Page 1 of 2 Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email 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 National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2013 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13757 R2 COI Cert Indeo.odf FL13757 R2 COI Cert Indeo2.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 5/17/2013 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised mmary of Products Florida Licensed Professional Engineer or Architect FL13757 R2 Equiv Equiv Std.pdf FL13757 R2 Equiv Equiv Std2.pdf Method 1 Option D 02/24/2012 02/24/2012 03/04/2012 04/03/2012 04/26/2013 FL # IlModel, Number or Name IlDescriDtion 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R2 II Dwg2.1)df Approved for use outside HVHZ: Yes Verified By: Frank L. Bernardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable FL13757 R2 AE Eval Rpt2.pdf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R2 II Dwq.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 installation drawings for allowable FL13757 R2 AE Eval Rpt.pdf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email 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, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department With an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: L'.=^t-t check M http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 5/ 17/2013 GENERAL NOTES: 1. THIS SYSTE 2. POSITIVE AND NEGATIVE DESIGN 6.8 STREAMLINE SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ LUATED IN ACCORDANCE WITH THE FLORIDA BUILDING E HIGH VELOCITY HURRICANE ZONE, AND THE D INTERNATIONAL RESIDENTIAL CODE (IRC). THIS SYSTEM WIND ZONE 4 & ESSENTIAL FACILITIES AS DEFINED IN 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 2U1/ZU2/ZU3 AND A51 M E1886-05/E3996-05/E330-02. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 5. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD ANCHOR DESIGN. } 6. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 7. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. B. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER GIG15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 9. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 10. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION . AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN & COUNTRY INDUSTRIES FORT LAUDERDALE FL MISSILE LEVEL D - ASTM E1886, E1996 & E330 TAS 201, 202 & 203 FLORIDA BUILDING CODE APPROVED 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.M., WITH A MINIMUM FY OF 25 K.S.I. 14. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4"0 OR 3/16" 0 5052 ALUM. ALLOY, 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10". 19' ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE TABLE 1: ACCORDION SHUTTER SPAN SCHEDULE SHUTTER POSITIVE_ DESIGN PRESSURE NEGATIVE DESIGN PRESSURE SPAN P(� 72" 100 100 99" 70 70 TABLE 1 NOTES: 1. DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 2, LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. i) O � HURRICANE PROTECTION LOCKI TABLE 2 -UNLIMITED WIDTH TYPICAL ACCORDION i SHUTTER ELEVATION 1 N.T.S. EXTERIOR ELEV MINIMUM SEPARATION FROM GLASS HVHZ NON-HVHZ ASTM WIND ZONE 4 & ESSENTIAL FACILITIES SHUTTER SPAN INSTALLATIONS < 30' ABOVE GRADE INSTALLATIONS > 30' ABOVE GRADE INSTALLATIONS 5 30' ABOVE GRADE INSTALLATIONS > 30' ABOVE GRADE 72" 2-1/4" 1-5/8"_ 2-31B' 1-5/8" 99" 3-1/2" 1-7/8" _ 15/8" 1-7/8" 120" 4-1/8" 2" 4-114" 2" 144" 4-718" 2" 6.1 2" TABLE 2 NOTES: 1. HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. NND"VHZ: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND ZONES 1 THROUGH 3 OUTSIDE OF THE HVHZ, PROVIDED THAT SHUTTER HAS A MINIMUM SPAN OF AT LEAST 30". 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 3 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30" SHALL HAVE 2-7/8^ MINIMUM SEPARATION FROM GLASS WHEN 5 30' ABOVE GRADE, AND 1-5/8" WHEN > 30' ABOVE GRADE. S. LINEAR INTERPOLATION BETWEEN SHUTTER. SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 6, SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM E1996-06. 10-TCM-0002 I PROJECTION VARIES - - -•,'`+ 2.874" 4.874' MAX. 0.125" i_- % -..d- o 1.708" 0.1001, ✓ 77yy�� H-1.708" 0.100" N er°••1 •, •F 1 # 0.195` _ 0.096° _-....____ 0.080" 1.908" m # j 9 I 0.125" -r 0.062" 0.450" v�i W r�^J yj 1 iD .-- rt n 1. 0.0-0.062" n! 1.9903"14 0_O96"I :+J 0.630"� 0.062` as 0.630" ---} 0.062" ,y I I LL r +. t 0.080" °0.063° W 7 a V d z' I _ �-" -i- o -1- o.la3::. Ij�jf�t� )+ ---!- W Z = a 70" 0`--#-'062J° t0.Z00" ��-1.069I 0.062"I_ 0."10U" D0.630" 0.0� OD06 00"y _ 0.062° 0.630" -t! 0.06 a 0.0 062" " a a m ? c y�, t �� 1 ZX t 1.069°-{ 0.971" 1-1 10,971.4 `n 7-� n L N9� i 5.745"MAX.-0.060" 0.060"`,r1.070"y }-1.069°;-0.062"° �-1.069"� 0.062" 0.20D" p�llJ�v� ` 5.745" MAX. '---- ', rn K $ 3 - � w °: z (, WALL \i' BUILD OUT WALL O3 ST_REAMLINE CEILING TRACK O STREAMLINE WALL TRACK HEAVY HEADER/SILL O LlTE HEADER/SILL f' / oo `e 0 SCALE. HALF SIZE 2 SCALE: HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE: HALF SIZE SCALE HALF SIZE a WHERE SHOWN, SCREW BOSSES & FELT GROVES ARE OPTIONAL '.. ON ALL EXTRUSIONS 0.874' }- 2.653"-+ 0.675'F, . N -2.195- .0 i .195" 1230" .61, - 1.229"1 a I _�0_105' . _ 2� p X z9 li Z{._.i _ 1 2.362" 84 i 1 069' f I i H i v I I` 3 10 1, p, f I j u 4 �w 1 .. L i 8 1` 4.S10° I 0 .I1- j `j - --._ I-1.069"-i-:�0.105"I 1: MI0.075"� N OF OF w a 10,105' ry D.1D$" i E I D.D7$" N I S.^."L`°r _ 3 g I . -� ll . _� a.51D" - - ..._. _ _...._.,......-..... C...__.._....__.-.. __1 ........__._.._9°"{ o . 0.781" ._.. 1.. ..........._._.._._.._..._ ............._'... ....... c_-::::__r..._....._....... : "- NOTE: TESTED THICKNESS OF w `T 4.510" 0.07 ° BARE METAL W/O PAINT IS 0.039" �aQS OSILL_ _ �� SILL ADAPTER EXPENDED SILL 70 EXTENDED SILL A`:APTOR �� ADJUSTABLE SILL BOTTOM � 6.8 STREAMLINE SLAT/BLADE SCALE. HALF SIZE `1 SCALE: HALF SIZE SCALE: HALF SIZE SCALE HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE u. 4.753"} i 4.510"-- III s .I 0.044"= 0.227" m NOTE: THKNESS OF BARE METAL W/OICPAINT IS 0.039" t5 6.8 STREAPLINE STACK _ ,Ee SCALE: HALF SIZE 0.080 �0.477" 00.143".143"0.590" 1}-1.706" 0.143" 0.096" �-I 0.090°10.096" Cr,E2.822- 0,180, -0.080" 0.682"--0.630" 0.060"4 - O.G93" III - �-1.625"---1 UO.420" 16 RADIUS CEILING HEADER/SILL �7 6.8 STARTER �I V1ALL SILL CUP SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE 8b WALL SILL SCALE: HALF SIZE 10-TCM-0002 -} F O.125° T o ri Qg ANGLE SCALE: HALF SIZE t +0.250" 0.610" STAINLESS STEEL ASSEMBLY 6 0.320"0 HOLE k 1 NYLON 0.4. WHEEL rI 1001-i �-0.240" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. L2 ROLLER ASSEMBLY SCALE: HALF SIZE 1.950"--4 0.4 V O 60 m 0.120" o L--� 0.750" CYLINDER -SOLID BRASS, NICKEL PLATED HOUSING -ZINC DICAST,POWDER COATED NOTE: MAY BE KEY OPERATED OUTSIDE OR KEY/THUMB TURN OPERATED INSIDE.. 13 BRASS PUSH LOCK SCALE. HALF SIZE RO.500" ( 4.000" 0.500" _ 0.623" o �\ °T ..... 0.090" 0.319" 0 0.790' ri I 0.064"-i- �-• q 0.250" i 0.118".' Y t-0.224" 0.239"- 0.060" 0.496" 2.750"I I 'l.758"-� RAINGUARD n DECORATIIlc FLOOR TRACK 26 3.476"� SCALE HALF SIZE SCALE. HALF SIZE l30 UNIMATE LOCK SCALE HALF SIZE �5.500" x 13/16" WIDE }-'0.400" ®A-.167•• i 1- C --� _�[01188" :I TYP. 4.500° �-f 0.689" � C�l�T nrtl A DELTA MODEL 2022 INDUSTRIAL SYSTEMS 35 BOX LOCK SCALE: HALF SIZE 0.250°-� - 0 39 2X7 ANGLE SCALE. HALF SIZE VI POWDER COATED, ZINC DIE-CAST i-LOCK ADAPTER 36 (OPTIONAL) SCALE. HALF SI7_F. "�NYLON WASHER OR ALUMINUM INSERTS 0 x 2-3/4" 410 HT S.S. REW W/TC ULTRACOTE ATING P TOP & BOTTOM) BUSHING W/ WASHER: 7/16°0 x 1/2" @ INTERIOR JOINT TOP 7/16"0 x 1" @ INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 24 BUSHING ASSEMBLY DETAIL SCAT. E.: HALF SIZE 7/16"0 STAINLESS STEEL NUT CD 5/16"0 INTERNAL THREAD 37 T-SCREW INSERT SCALE- FULL SIZE 5/15-18xt MACHINE SCREW STAINLESS S IEEL HEAD STYLE VARIES 38 THUMB SCREW_ SCALE: FULL SIZE }-2.000"-f 0.050" 1 T 0.125 11, 0.093° 0.085" c °o 0 0.125° r085" 0.093" M 20 ALT. 1" END STRIP 21 1.5"x3"XO.093" ANGLE 25 2"x3"x0.125" ANGLE SCALE HALF SIZE SCALE- HALF SIZE SCALE. HALF S17_E - 0.357" M 0.276" U154r 0.591" -A'*, 0.137" 26 BOX CENTER INSERT SCALE: I1ALF SIZE 0.286" 0.222.. t r- -tl--r.O.0 b2=t t -O.i76" 32_ FEMALE BOX CENTE SCALE: HALF SIZE O.OG2" '0� C f w - ... 'a. w 0, - m 1.050"1, ry •10319'I - SCALE: 40a 40b �0c ELN.[L-STRIP_ 1" 2" & 3" EXT HALF SIZE eo m U8 j U'Z xw F a� @ 568 W 3DO w 3 U) 3 p w s � W •- nl W � I. F p o p s p m3O M zmFQ�' _ E m ,a os w � S 10-TCM-0002 ANY ANCHOR PER ANCHOR EDGE I \\` SCHEDULE @ 18" O.C. EXISTING DIST. � GLAZING ALA. ANGLE i EMBED LEG RECITON D t ---._....._._.._._ . ............ ........ _� EMBED. 17 (INTERIOR) :� ! II . fNn I .......... 17-�.,�g.. MIN. 0.093• THICK 6063-T6 ALUM. _..____ JDIST. 30 `f H_ ANGLE 1" x 1" MIN. TO 2" x S" MAX. EDG _ -- (ANGLE LEG MAY BE REVERSED) .. 38 ANY ANCHOR PER ANCHOR -- -- SCHEDULE @ 18" O.C. `" l O 13 #12 x 1/2" GALVANIZED OR S.S. SMS, 680" f T YP.1 t 3/16"0 ALUM. POP RIVET, OR 1/4-20 —� -USE (1) BRASS PUSH LOCK OR (1) MACHINE BOLT & NUT @ 18" O.C. j. (EXTERIOR) 5116-18 T IUMB SCREW INTO THREADED INSERT 37 AT 1/3 SPAN TO 2/3 SPAN TYPICAL PLAN VIEW FROM BO OM OF SHUTTER END STRIP SCHEDULE SCALE+ 3" = T-0- I PSF 1 SP USE (A 8RAS5 PUSH LOCK OR (1) S/16-is 'THUMB SCREW @FTO THREADED INSERT 37) AT 1/3 SPAN I'D 2/3 S AN FROM W ...... BOTTOM OF SHUTTER (INSIrCE) t _zn L t SILL E'^ C . I F TYPICAL OUTSIDE CORNER CLOP CC, DETAILS WO/CORNER POST NTS C SEE ENO STRIP 2 "/"* - i SCHEDULE FOR MICR. + "s' SPAW WHEN USING �• - me� 20, 40a, 40b OR 4(1"C�, ;• 1/4" OR 6.8 STARTER € 4" 17 - AX. WITH 21 OR 25. �` z) zs � �, y�--� tp ,�i,U FASTEN ANGLE TO TRACK W/ Z > U LL w (2)#IOxl"SCREWS AI ��rr��rT QQ CORNER, TOP & BOTTOM; AND iJ W ATTACH TO 6.8 STARTER W/ �7 Y L 03 w 12 x 1/2" GALVANIZED OR Z XN 03 S.S. SMS, 3/16°0 ALUM. POP w W TERNATE END STRIP DETAIL RIVET, oR 1/4-20 MACHINE 3 3 BOLr & raur @ 16" D.C. t m a 3 fH 6.8 STARTER AND ANGLE I, qw� ALE. 3" = 1'-0" ANY TRACK W/ /; 10 O � SCREW BOSSES. 7;T. ' SEE END STRIP —r .n {n {� / SCHEDULE FOR MAX. w SPAN WHEN USING "1I 120, 40a, 40b OR 40c, JZZZ 1/4" OR 6.8 STARTER O m a F5 I j WITH 21 OR 25. p w( w MAX. a 40 APPROPRIATE 2 RTER STRIP 7G E as 4C VIDE CLOSURE FOR B :LD:NG CONDITIONS.`-.<"`.� jlj p I og FASTEN STARTER STRIP <L � ' - TO 'TRACK W/ (2) #10x1" �? SCREWS AT CORNER, TOP ALTERNATE END STRIP DETAIL. & BOTTOM s SCALE. 3" = T-0" ANY TRACK W/SCREW BOSSES tGLE EXISTING GLASS a N� aim OF �<e sIN zn¢ TC ��2) BC \@tom (OUTSDE) USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE 3" = V-0- 10-TCM-0002 WALP, luz 41GC U CRIPfIO1V: mm 2 FASTENERS EACH ANGLE — x 2" x 1/8" OR2"x2"x1/0" ALUM. ANGLE — "THREE 3/16"0 ALUM POP RIVETS OF THREE #12 SMS, TYP TABLE A (on) PRESSURE VS ALLOWAME LENGTH PSF 2'x2'x 8° No EI 3'X3•'xl 8" No W 62 130" 188" 72 124' 179" 82 119' L72" 92 114' - 16WS' 102 110" I 160" 120 104' 14T 1`�0 9T t31' 200 gg> 114° 3/16 RIVET OR •'12 SMS [al 10" O C. OR 1/4-2Q NUT & BOLT 17 YP.) ALUM. TUBE- 6063-T6 ALLOY SEE !*L-,,� FOR SIZE. 1'• x 2" x .093" 6063-T6 ALUM. ANGLE. TYP. I cl CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE. \L' SPACING MA \ CI CONVECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2"� W/NUT C.- 12" O C OR Z 33. SCHEDULE FOR MAX. - #11. SMS p 6" O C - _, ACING (TYP TOP & BO T'TOM) 6063 TUBE rSEE 6063-T6 ALLOY TABLE A FOR SIZE. m 5 d 6 O/ p o'CR 16 - Z w ALTERNATE THRU BOLT w _ N ` C1 CONNECTION TYPE ` Ico o / 7-1 REFERENCE EN ANCHOR - i �_.._.....�,_. ........__. i SCHE06LEFOR MAX. ( Imo.. EP. GLASS W SPACING Ta81.'o2 r `' V) Sl, ��11:IIL- 13 i w ii i l GLASS T; w 17 If: f\ OR DOOR XIn nF 3/16"0 ALUM POPr ;; � �, G=5 17 RIVET OR #12 SMS " f i q(TF ( FV y p 18- D.C. (TYP.) . ...... R6 0 z. OR _MAY USE MALE OR 'Ii6Ti ;A FEMALE LOCK -SLAT ALTERNATE THRU'BOLT I 1/4" MAX FROM PIN_ C5 CONNECTION TYPE Cl CONNECTION TYPE " GUIDE TO BUSHING C3 TYPICAL CORNER CLOSURE 'DETAILS REFERENCE ANCHOR REFERENCE SCHEDULE FOR MAX. SCHEDULE FOR MAX.ANCHOR 9!!.........1.' WASHER (TYP) NTS ((CR •+ �..1y \,y/ tf SPACING - .ii 1 i 14.14x3/4" SMS CO 9- O.C. {� ANGLE TO TUBE CONNECTION TABLE B (cc4) PRESSURE VS ALLOWABLE LENGTH PSF WRIT B/0 .._ ..VIITH I�O 62 t13" 166' 72 107" IST 92 951• 139' 102 90" 132" 120 83" 122" ISO 74" SIf 200 64" 99° 3/16"0 ALUM. POP RIVET OR 412 SMS (at 18" O.C. (TYP.I 2 FASTENERS EACH ANGLE THREE 3/16•'6 ALUM POP RIVETS OR 17 THREE 012 SMS, TYP. _ 1"x2"xt/8" OR 2" x 2" x 1/8" ALUM ANGLE USE MALE OR FEMALE LOCK -SLAT CC4) TYPICAL CORNER. CLOSURE DETAILS. N T S EXISTING HOST EMBED - " x 125" 2" x 26063-'1'6 ALUM TUBE STRUCTURE F CONNECTION TYPE EDGE. DISTANCE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING \ FASTENER C. 1s•• ac �-'--} (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION - IN ANCHOR SCHEDUL.E). SCALE : 3"= i'- 0" -2"x2"x .090" 6063-T6 ALUM. TUBE TYP. N z 2" x 5" x 1/6" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. #12 x 1/2" GALVANI7_EOUM (OUTSIDE) OR S.S. SMS. 3/16"0 ALSIDE CLOSURE OPTIONS POP RIVET, OR 1/4-20 MACHINE BOLT & NUT SCALE: 3" = 1'-0" n 18" O.0 ,�LLWe Q z! < sC1�Wo � Lu ow w 1pi0� 10-TCM-00021 0 Z J Om 00 � GLASS OR DOUR LL' GLASS y OR DOOR r O N = l==w = a,- 13 N HM. GLASS 13 r 1/4•'-20 THRU BOLT W/ MN � f3.A5S ✓: a/I G = J C 014 x 1/2" SMS (cl 12'. EPPER I=rI Io in X w 3 Z.- LOCK NU1' [uT 12" O.C. OR ?EaARATIC g r w p, C. ]ABLE 2 E J 4 n' #12 x 1/2" SMS (i 12" O.C. E.S. POP iI TAP !I sLE2 L9 OR 3/16"0 ALUM. POP i J OR 3/16"0 ALUM. wn RIVETS (nl 6'" O.C. OR RIVETS p 6- O.C. E.S CR 1/4"o ALUM. POP RIVETS I' I J � ALUM.POP RIVET y(� /� x�'0 o' ^� (uT 72" O C E S. _-.__._. ( I ._ _ O CL/ T, ASSEMBLY 1/4" MAX. FROM FIN 1/4" MAX. GUIDE TO B O9 AND ©0 GUIDE TO BUSHING w' A SSEMBLY ASSEMBLY— n WASHER (TYP.) w 1/2' 1i2- TYP. EXISTING CONCRETE. F o - BLOCK OR WOOD FRAMING EDGE F / 4 CONNECTION TYPE GIST REFERENCE ANCHOR _ / EDGE D'ST SCHEDULE FOR MAX C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX STRUCTURE SPACING Cl CONNECTION TYPE S'. ._s" MAx. REFERENCE ANCHOR SCHEDULE FOR MAX ,� 19 SPACING 1/2___ w n m `I S OR(6 OR/ �OR-S n i PIN -- MN. GLASS SEPARATION SHER (TYP.) GLASS .3 CONNECTION TYPE OR DOOR REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4-20 MACHINE E W/NUT P 12" O.C. 4411. SMS (M 6" O.0 (TYP. TOP & BOT1 w rw_7� N�VI�w 7: FIZ t=i9 X w w �a (� / SPACING AS SHOWN �1, ..3 CONNECTION TYPE II`( DIAGRAM ON PG. 9 p 0 S OR 6 OR � f 'rv__I REFERENCE ANCHOR EXISTING CONCRETE, wO t 16`- SCHEDULE FOR MAX �a 11�Y 1/4" MAX. FROP BLOCK OR WOOD FRAMING / j �• _ SPACING. ALT, FASTENER Cl CONNECTION TYPE J2 rL GUIDE TO SUSHI LOCATION. FRONT AND REFERENCE ANCHOR .1�/,, \ WASHER (TYP.) \ 1/t'• MAX. FROM BACK ANCHORS NOT REO'U O IP�SIDE. MOUNT SECTION SCHEDULE FOR MAX `-C9i WITH THIS LOCATION {--,-PIN GUIDE TO SCALE 3"= 1'- 0" SPACING 5 CONNECTION TYPE -+--i BUSHING WASHER INSIDE MOUNT S_;C'nON I REFERENCE ANCHOR A ITYP.1 O SCALE . 3"= V- 0" SCHEDULE FOR MAX. / EXISTING CONCRETE, SPACING / BLOCK OR WOOD FRAMI EMBED. ��._._....� �D BUILD CUT MOUNT SECTION TYR. BOT1'CM _ _ EXISTING CONCRETE.SCALE : 3 1'- 0" r BLOCK OR WOOD FRAMING ram/ EDGE DIST. IS?RUC-TURE 4 CONNECTION TYPE EMBED. y REFERENCE ANCHOR SCHEDULE FOR MAX.E:PERENiE CONNECTION TYPE ANCHOR SPACING SCHEDOCE FOR MAX. r 6 SPAING &R@ 1l_2 •' cr O V GLASS ? u F n� _ t o OR DOORpSS --13 w # 12 x 1/2" SMS @ 12" EPARATIO = 2 J p r w n O C OR 3/16`0 ALUM. PER u p N s II 13 �- F w» POP RIVETS @ 6" 0 C. TABLE 2 X p �_ F GLASS OR U MIN OR 1/L"0 ALUM POP C O a DOOR j�PAR_ATION m t] yl Q S MIN GLASS 13 T=Zu'� r Ilt RIVETS (�12"O.C.' i I :A PER TABLE2 XZOZ1- SEPARATION L^ w K PER TABLE '2 ... X w Z r- 4 O7 AND V II. .._...... 1; 4" MAX. FROM PIN u N Q 1/4-20 S.S. MACHINE EW &NUTS E p a w ASSEMBLY I 1/ I. 1/2" GUIDE TO BUSHING I LL 12* TYP. WASHER (TYP.) o GLASS I I' FROM PIN w o� O 'A Ip _ _ 1/4" MAX FROM a OR DOOR I/4" MAX I X( i GUIDE TO BUSHING w -� 4 CONNECTION TYPE ' 1/2"`O GUIDE TO BUSHiI -' WASHER ITYR.) E WASHER (TYP) EDGE REFERENCE ANCHOR 5 6 : EXISTING CONCRETE., pis T. SCHEDULE FOR MAX BLOCK OR WOOD - SPACING AS SHOWN -2/CONNECTION TYPE _ FRAMING EXISTING CONCRETE, BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG. 9 REFERENCE ANCHOR REFERENCE ANCHOR SCHEDULE FOR MAX. x 3" x 3" x i/4" CONT. 6063-T6 ALUM ANGLE / 0 C3 CONNECTION TYPE / REFERENCE ANCHOR FOR MAX 1412 x 1/2" SMS Cal 12" O.C. OR 3/1, 0 ALL SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING (MAY BE REVERSED r/ SCHEDULE SPACING POP RIVETS Cc 6" 0 C. BACK ANCHORS NOT REO'0 AS SHOWN DASHED) OR 1/4"0 ALUM POP -.) WITH THIS LOCATION 'F m O WALL MOUNT SECTION RIVETS 12" 0 C O CEILING /INSIDE MOUNT SECTION - F+�NP.L'a�/.BUILD:'OU:T SCALE • 3"= 1•- 0" SCALE : 3"= V- 0" SECTION is SCALE : 3"= 1'- 0" t 10-TCM-00021 6 GLASS OR DOOR C-- { �n { { { KK G:_ASS SEPAP.ATIO,N PER TABLE 2 1/4" MAX FROM PIN C 1DE t TO BUSHING WASHER�(TYP. ;.� TW1/4"WOOD �- LAGO SC� REWS al 24" .....�._._..... = O C MAX WITH 2" i tIREADED PENETRATION "T" INTO CENTER OF 2X STUDS EMB. "T' \--%t is SUMS C.) MIDSPAN BETWEEN �i...,34" STUDSFOR TRACK TO 1" x 4" LYWCC8TUE CONNECTION TUCCO FINISii'-_ x 125" 6063-T6 ALUM TUBE THIS DETAIL TO BE USED WHEN STUD SPACING EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. O WALL MOUNT SECTION TMAY HISs DETa SCALE 3"= T- 0" ALSD BE USED AT TOP I G' LASS OR DOOR MN GLASS ¢ �•� SEPARATION K. I- m PER TABLE 2 u W r - r r w04 N7_r 2N rZoW 73 u WHM Cl CONNECTION 28 C REFERENCE At C t .250- SCHEDULE. FOR SP CL CONNECTION TYPE REFERENCE ANCHOR o w m SCHEDULE FOR MAX. SPACING /L GE OIS 7. n' LEXISTING CONCRETE DR BLOCK ONLY WOOD FRAMING &WOOD ANCHORS NOT ACCEPTABLE ODECORATIVE. FLOOR TRACK DETAIL SCALE 3"= V- 0" I tt -GLASS ti MIN CLASS SEPARATIC14 OR DOOR r PER TABLE 2 _ LA X I C D. i In I I •• 1/4" MAX FROM PIN GUIDE. 3 6� _ ( - TO BUSHING WASHER (TYP.) 1/4" TILE (TYP.1 _C FIN, MATERIAL 3/4" PLYQOOD X 1/4"0 A32S GRADE THRU BOLT @ 7" D.C. - OR 5/16"0 A325 GRADE THRU BOLT Lib 12" C.0 GAL`J. OR S S. EM2'D 1/4`0 ELCO LLTRACON TO CONCRETE/CMU .� S.. 0 C W11. 1/4" MIN. EMB. OR 1/4"0 LAG SCREW (9l 9" O.0 MIN. EMB IN WOOD SG=0.42. TO O.S5, EXISTING CONCRETE, HOLLOW BLOCK OR / WOOD FRAMING. SEE 2" x 5" x 1/8" CONT ANCHOR SCHE0 ---- ALUM. ANGLE (6063-T6) BASED ON TYPE OF STRUCTURE (MAX. DESIGN LOAD 72 P.S.F.) ?ASS THRU DETAIL � SCALE - 3"= T- 0"' I EXISTING WOOD (G=042) TRUSS OR RAFTER P 24" MAX. O C EXISTING FINISH MATERIAL 2" x 5" x 1/8" 6063-T6 ALUM. ANGLE W/ THREE 1/4 '0 WOOD LAG SCREWS WITH 2-3/4" MINIMUM THREADED PENETR "T" IN WOOD Ld EACH RAFTER OF TRUSS. 24" C.C. MAX. WHERE ANGLE EXTENDS BEYOND LAST TRUSS MORE THAN 6", EXTEND ANGLE TO NEXT TRUSS. 0 WAL.L. MOUNT SILL. DETAIL. SCALE: 3"= 1'- 0" w m E OTRUSS MOUNT SECTION SCALE 1 3"= - 0" wr W � Nips N I W N L72w< X z o z- C�ttC L o2 v� �� ttw �• w gs.. .q' rm �rl �•. �z� >u�a�F$ ww IZ/f�7f� UQ QQLLM j0W `tea Zk ym$wE C� U)ct 'II lil,�.:1' O Ill?: t« uJ O S 10-TCM-0002 saLel W PAGE DESCRIPTIONL N 12" MIN FROM rEDGE OF ACCORDION ROUND WINDOW EDGE OF SHUTTER, « 1 SHUTTER BLADES ASSEMBLY TOP OR BOTTOM j J EDGE OF ACCORDION SHUTTER BLADES 3.5° MIN TYPICALI LILL / :/L L�1 2.875"0 HOLE (TO RECEIVE / ROUND WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS J 'I PER EVERY OTHER BLADE 1 LIGHT-N-VIEW WINDOW _wg 8 N.T.S. EXTERIOR El EV p z vlm f00 j N W 1 2.875"0 HOLE TO RECEIVE ROUND WINDOW ASSEMBLY- 0.125" I 0.125" _..._ 0.032" 0.032"-{{-{ i 0.196" ROUND WINDOW ASSEMBLY 02.875"- 03.250" T'T 0.188" "I 29 LIGHT-N-VIEW WINDOW N.T.S. SABIC PLASTICS SLX1431T-UL-94HB S EXISTING HOST J-ALT. LEG DIRECTION STRUCTURE-1 1/4" ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN EMBED IN CONCRETE OR HOLLOW BLOCK, 3" MINIMUM SPACING, AND 3" MINIMUM EDGE DISTANCE f fAX (2) 6063-T6 ALUMINUM `. ANGLES PER BEAM END, SIZE i 1/2" PER SPAN TUBE SCHEDULE EMBED.- SPAN TUBE PER DESIGN SCHEDULE ACCESS HOLE I 1/4.20 MACHINE BOLT W/NUT @ gFj j 12"O.0 OR#14x 314"SMS 6"O.C. m -- 1/2" MAX. 5 6 �� 3 16 < EDGE DISTANCE Il MIN. GLASS 13 Ilk p j EXISTING GLASS OR SEPARATION - PFP TARI F 7 DOOR - = 0 = 3" MIN NUN a EDGE DISTANC rl/2' MAX a w ` N I 3 76 I MAX FROM PIN GUIDE Z Z ti' TO TO BUSHING 4JA5 M_R fiYP I : 1/4-20 MACHINE BOLT W/NUT CO pi ACCESS 1/2" CESS 12" O.0 OR M14 x 3/4" SMS 6" O.C. �-SPAN TUBE PER EMBED.-..- --- DESIGN SCHEDULE _ pp 1/2" --(2) 6063-T6 ALUMINUM MAX, ANGLES PER BEAM END, SIZE EXISTING PER SPAN TUBE SCHEDULE HOST 1/4"O THRU BOLTS SEE BEAM STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 1/4" ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN EMBED IN CONCRETE OR HOLLOW BLOCK, 3" MINIMUM SPACING, AND 3" MINIMUM EDGE DISTANCE MAX. DESIGN LOAD = t 72 PSF 3 SPAN TUBE SECTION 8 N.T.S. VERT SECTION SPAN TUBE SCHEDULE i ALLOW""ABLE TUBE ': NUMBEOLT NUMBER OF I NIMMUMANGLE TUBE SIZE SHUTTER SPAN SPAN THRU-BOLTS ANCHORSPER ANGLE LENGTH I TOP BOTTOM TOP BOTTOM TOP ; BOTTOM TOP BOTTOM TUBE TUBE TUBE TUBE TUBE TUBE TUBE I TUBE I 80 123.6' 135.2" 2 0.125' 96" 101.7- 106.V 2 I 2 .... __- 3 3 ... -- 7•• �7•. _ .... 123' i 89.9" i 94.4' -- 2 - f -. 2__.._; _.._ 3 -- 3 - 7'• 7" 2"x6'X 60" 129.1' 157.0' 2 2 2 3 4' 7' 0.725' 96".....___...._..._......._...__-..........._ . _____, 114.8" 124.1' ................._..._. 2 2 _. L-....._..._................. 3 3 _ 7' 7" 723' ' 102.8' 109.6' 2 2 j 4 4 10' ' 11" 138.0' 196.9" 2 2 3 3 i" 7" 0.125` t...._.___..._....._......_..__T..._.....__..._.___.. 122.7' 155.7' 2 _.._...._. 2 '_ _.._._. 3 4 .._.._.._........_..._..._.._.... 7` 10" _______.._....__......... 1 123' 115.4" 137.5" 2 3 I 4 5 10' 13" 1 60" 156.1" i 240.0" 2 2. 3 4 7" 10'_ 2"x10"X OW140.6:, 2289" 2 j 8 i iD' .1. .t6 ._.. 0.1875.. 723' : 132.2" 203.1" ... 3 _.._3................_4 4 .......... 5 7 El SPAN TUBE SCHEDULE NOTES: 1. USE' Z'x_TxlT4 OR 2 x5'xij4" ANGLES FOR 2"xS" & 2"x6" BEAMS. 2. USE 2"x5"xl/4" ANGLES FOR 2"xB" & 2'XIO' BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL 3/8. 4. TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. 2 S. SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BLADE W/ ROUND WINDOW BELOW THE BEAM. MID -SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS, ANCHORS, ANGLES AND BOLTS), WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. V W=v X' 7ULL W Lm W O LU N X ' o LU m UJ 10-TCM-0002 8 • ANCHOR SCHEDULE: CONCRETE 2.5" MIN EDGE DISTANCE O r = H ANCHOR LOAD (PSI) Spans UP To 6'-0" CONN TYPE Cl C2 C3 ! C4 ! C5 Soaps Up Ta 8'-3';_ CONN TYPE : : : + Cl ! C2 ! C3 C4 C5 S Tns Up To 12'-0" CONN TYPE • Cl I C2 i C3 C4 ! CS ,114" I'I'1V TAPCON WITH ) 43 "!160" 16.0"!16,0 ;16.0"!16.0 . 150"!16. "i 10.0"14.0"i16.0" G .:! 16.0 Lf.O"! 6.0" i 9.0" ilo`A" 53_ MO" 16.0"!11.5"!15.5"16.0" 16.(P! 7.5" !11.0"7G.0" .0"!14 16.0"! 8.5" 5.0" 8.0" !12.0" �1-3/4" EMBED (3192ps1 MIN 62 16,0"16.0"; 9.5" !13.0"!I6.0" 16.0"!31.0"! 6.0"' 9.5" .16.0" 16.0"!'s, j 5.0" ! am" ICONC) I „&� 70 16.0" 15.0" ! 8.0" !11.5"I6.0" 16.0"! 9.0" 5.0" 8.0" ;13.0" 16.0"' 8.5"i 5.0" 8.0" I12.0" 16.0"! 8.5" i 5.0" 8.0" 112.0" 1G.0"! 8.5" ! 5.0" 8.0" !12.0" 5.0" i 8.0" 12.0" _..._..IOU 1/4" ELCO ULTRACON WITH 43 36.0"!�I6;0" 16.0" 16.0" 16:0„ 16.d'i16.0".a 9.S"!14.0" 1.6.0" 1G.q"�9.5"j GA"_ 1-3/4. EMBED (2700pM MIN 3 5. "6.0 16.0 16.0" 11.5 .15.5' ,1. 16.0"!32.0" 7.0';lL0"16.0"15.0"75 45 ;60 305" CONC) 62 16.0"i 16.0" 9,0" !13.0" 16.0" 9.5" 6.0" 9.5" ASAP, ISM"! ZS" 4.5" i 8.0" �10,5" 70 16' 7.5" !31.5"!16.0" 15.`1'! 0.0" ! 5.0" ! 8.0" 17.5" ._....!........................._€.............�.........._.. ICU 7..D"! IS0"i 7.S' ! 4.5" 0.0"!10.5" 15.0"! 7.5" 4.5" ! 8.0 !t0.5" 1/4"ELCO CRETEFIPx 554 43 16_0:?16.0"20.0"!SG.O"LGO"16.0'?16.0"!13.5"!15.0'!16,0"t6.0"!12.5" 8.0"j13.0"f6; 0" lV/2"EMBED (3350psi MIN 53 160 360 160"!16.0"!16.0' 160 f68 100 155 16. t60 300 6 110 140 CONC) €f-;iLut,11L'� 62 16.0 16. r12.5".16.0"'.I6.0' I60 125' 80 13d.760 160 100 65 ,110 140' 70 16_0"!16.0:!10.516.0"I6.0" 16.0"!10S'•! 7.0"j11.5"IS:O' 16:0"SOA',65" i31.0" 14,0" 100 16.0 .IO.U"j 6.5" 11.0"14.0' 16.0'!10.0" 65 31.0"114,0 160"1100!6.5"i11.W.14.0" 1" MIN EDGE DISTANCE CI ! C2 ' C3 C4 CS Cl C2 C3 C4 C5 C1 i C2 ; C3 ; C4 CS _................_....._... ....43 53 ........................................_r._........._...... 62 I6.0"!16.0" 1. 7.5' 8.0" !I6.0" ....... ............ 16.0"!16.0". 5.5" ! 6.5" !16.0" 16.0" IG.O"! 4.5" ; 5.5" !16.0" 16.0"!16.0" 5.0" ! 6.0" 16.0" -__,-._.....,..-v_.....__............._.._.. 16.U"12.0" 3.5" i 4.5" !36.0" _. 16.0"! 9.5" ! 3.0" 4.0"14.5" 16.0" i 9,0" 3.0" ; 4.0" 114,5" 7 14.5"• 7.5 � 14.5" 7.5' 3A"?30.5"' 1/4" IT W TAPGON WITH 1-3/4" EM8ED (3192psi M[N CONC) 70 300 16A"13.0"?4.0"!5.0"16.0" 145 75ff 301 105' 15.0" 8.0"' 3.5"1i, 0" 145_. 75" �j 30, :105 14.5''_7.S" 3A"!10.5" l4 _75 _ 1/4" ELCO ULTRACON WITH 1-3/4' EMBED (2700ps! MIN 43 16A 16011 '51.0 35 16.0' 160-160' 70 95 150 16.0";90 45 :6.0 ;14.0" 53 16 0 i6 d 18.5' 10 5 16.0' I6 C 12 0" 5 5 7 S 16 0 14 5 - 7 5 l �.5" 10.0" CONC) _ 62 16.0"!15.5'1.6:5" ! 9.0" 16.0' ! 16.0'j 9.0" ! 4.5" : 6.5" 14.5' ........_..........._...._..._...._... _ 14.5": 7.5"-�� ..5_S' 70.0" w y' ....�+ ...._.._.. 70 100 ...___._._...._....._ _ 16.0"! 12.5" i 5.5" 8.0" ! 16.0" 14.5"! 7.5' 5.5' ;10.0" 15.0" i 7.5" 14.5"j 7.5" 5.5" 10.0" 5.5" 10.0" 1-I/4" MIN EDGE DISTANCE z v 1/4" ALL -POINTS SOLID -SET ANCHOR W/7/8"EMBED & .._._..._...__...._. C1 ! C2 C3 C4 CS .._._-........._.._._._...._.-..._ CS C2 ! C3 ! C4 CS Cl ! C2 C3 C4 CS 53 t6A"!16.0"L8s" 10.5" 1G.0" 16,0 ISO I65 80 160 IG,O" 12.0" 55° .1.5" !16.0" 160 BS 40 60 155 12.5';,6.5" 3.0" .50"_ 10.0" 100 SU 40 7.01. 1/4-20 SS MACHINE SCREW (3000psi MIN CONC) �� 62 70 1q0 16A 110 i�50 70 160 16.0 90 �45 60 160 _ .. ._.._ 10.0"i S.0" I % 4.0" ! 7.0" t25 65 35 50 100 105 E55 30 40 1 t0.0"! 5.0" y% 4,0" 7.0" 300 59 0 70 100 50 40 7D .. .. 10,0"; S.d` 1/4" ALL -POINTS SOLID -SET I :. 3" MIN EDGE DISTANCE ANCHOR W/ 718" EMBED & ! ......................___^_-.-.___.._..._ Cl C2 1 C3 C4 ! CS _....___-_._._............_.. _........._._ Cl ' C2 C3 ! C4 ! CS .-.._._._._.............. Cl t G2 C3 ! C4 ! CS 43 t6,0")16.0" 16.0"i16.0" t6.0" 1b.0". 51.5"!Ib.C"'IG.O" 1/4-20 SS MACHINE SCREW (3000psi MIN CONC) 53 §16.90"16.0"!13.5' 16.0" 16A" 16.d'!30.5"!16.0%. LG.O" 16:0" 14A"i 8.5' 13.5"'16.0" 16.0";II.O70" '17,0"!16.0" L6.0"t 8.5" 5.5" ! 9.5" 12.0" 16.0"i 8.5" 5.5" ! 9.S'!12.0" 701S0 916.0' 160 90' 60 _]00 ;130 160"�6.5" 5.5"i95 ;120" 8.5 15.5' S.5 .12.C' 1G 0 . 8.5" S S ` 9.5' !12.0 16.0"# 8.5" 5.5' 9 5 12.0" 1/4" POWERS SS DROP -IN W/1/4.20 SS BOLT AND Ci C2 ! C3 ! C4 ! C5 2.5/8" MIN EDGE DISTANCE Ct z C2 C3 ! C4 ! CS Cl ; C2 C3 ! C4 :' CS 43 Io.G"�16.0"!14.Q"�16.0"it6.C" i6.0";14.0"; 6.0"!12.5"!36.0" 14.0"!7.5" 5.0"!8.0";IL.S" 1.. 1" EMBED(3000psi MIN CONC) 53 ...... 16.0",16.0" 9.5" !14.0"!36.0" _._._............._.._......_......_................................ 4.0" ! 7.0" B.0" 16.0"112.5"i 7.5" i12.0"!16.0" 14.5"; 7.S15_0" ! 8.5"_11.5" 11,5"I'6.0" 4.0" ! 7.0" 8.0" 70 1&W0 I0.0"! 6,f' !10,5"!16.0" 12.0" 6,O" 4.0" ' 7,5" ! 9.0" 11.5"; 6.0" 4.0" ! 7.0" i 6.0" 100 11,5"! 6.0'• 7.0" i 8.0" 11.5"; 6,0" 4,0" 7.0" ! 8.0" 11.5"I 6.0" 4.0" ! 7.0" 8.0" 1/4" POWERS SS DROP -IN W/ 114-2D SS BOLT AND 3-.1/2" MIN EDGE DISTANCE Cl ! C2 C3 ! C4 ! CS Cl ! C2 C3 ! C4 CS Cl i C2 C3 C4 CS 43 16.0"1. 16.0";15.0"U6.0"!16.0" 16.0" l4s'19.0"!13.5"!16.0" 15.0", 7,5"!5.0" 9.01, 1" EMBED(3000ps1 MIN 53 16.0"A6.8"10.5"!L5.0" 16.0" 16.0"10.0"! 6.5"?10.5"!16.0" 12.0"; 6.0" ! 4.0" 7.5" ! 8.5" CONC) 62 .............._7..6_.._0";_13_.._0..""...!. 70 ..6._.0" 635.0 16.0";10.57.0" 11.0" 16A" ..,..Sd' 9.0" 12.0" -:...... __._._........-..._._...... 12.5'i 6.5" 4.5" ;89.5 12,0" ._4...._0_"._...7..5.."._..:..S...5.." ..... ..... ._------- _._ .0" 6.0" ! 4.0" 7.5" ! 8.5" 12.0"6.0" 4.0 7.6 -G,0 12.0"6.0" 4.0" 7.5" 8.5"100 1 COMBINATION _2_x 5 1'YP.j 9� 7 70 COMBINATION•! i x S (TYP) 2 v 5 tTYP.I 0---_-_ NO 1E: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: C2 'ONNECTION TYPE USING PIECE d WITH OUTSIDE ANCHORS ONLY C4 CONNECTION TYPE USING PIECE ® WITH OUTSIDE ANCHORS ONLY ANCHOR NOTES.:, 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN 1N TABLE 1 (P9 1). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR E UAL O EGATiVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THHAN OR EQUAL TO SHUTTER SPAN. 3, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAYBE CONCRETE ASTM C-90 HOLLOW CONCRETE - BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD I$ ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" Tf4IN.j WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING TAG SCREWS SHAD_ HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER g¢ HEAD (SIDEWALK BOLT), U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.DESIGNATES LIE ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW p NUT OR WASHER WINGNUT. COPMfii(IFRLhM LBEHNAApOPf 9. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 10-TCM-0002 WA ANCHOR SCHEDULE: CONCRETE (CONT.) - 2-3/16" MIN EDGE DISTANCE __._--... ____-._.._._____.___.._.......___.__.........__..._......_-... _._......... 3-1/8- MIN EDGE DISTANCE G LOAD Spans Up To 61-0" Spans Up To 8'-3" _ Spans Up To 12'-0" . Spans Up To 6'-0" Spans Up T. 8•.3^ Spans Up To 12'•0" Q ANCHOR (pst) CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE ti Cl C2 C3 C4 CS Cl C2 1 C3 C4 I CS Cl C2 ; C3 C4 CS CI C2 I C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 1 C4 CS 5/16"ITW TAPCON XL WITH 43 16;0 16_0 16.0_' 16.0"i16.0" 16.0" iG.O" 12.0" 16.1.16.0. 16:0"f11.0"i 7.0" 12.0" 16_0" 16.0-16.1. 16A_',':16 16,0 16.0"112,5" 16.0" 160" 16.1t.5" 7.5" i12.0" 1-3/4" EMBED (289905i MIN 53 16 0 16 0 :19 0 t6 0 16 0 I6 0 ' 14.5" 9.0' y 14.0 16 0 16.0 19 0 0" 10 0 12.5" 16.0" I6 0" ;0:'y16.0:_ 14 5 16 0" 116 0 16 0 15 0 9 0" 114.5" 116.0" 16.0" 9.5" `. 6.0" ;10.5" 16.0" 13.0" CONC) _ 62 . 16_0 16.0_11.5 iG.O :16.0 ,16.0 II1.5" 7_5" .12.0 16.0" 16.0 i 9.0 f 6.0" 10.0 12.5" 16.0 16.0" 11.5": 16.0"116.0" 16.0" 11.5" 7.5" i320' 16.0" 16.0", 9.5' 6.0" ;1U.5" 13.0" �yg® 70 i6 0 15 S i 9 5 IS 0 ;16 0 I6 0 4.5 G 0 10.5" 13.5" 16.0" 9.0" 6.C". 10.0"'12.5" 16.0";16.0" 10.0"=15.0"j16.0" 56.0" 10.0"i 6.5" .I0.5";14.0 16.0"' 9.5' i 6.0" ;10.5" 13.0" -___ ______ 100 1G.0" 9.0"'. 6.0" 50.0"i12.5" 1G.0" 9.0" G.0" i10.0" 12.i" 36.0"; 9.0" `6.0" 30.0"'12.5" 16.0" 9.5" 6.0" �10.5"{13.0" _ _ 16.0" _.___..__....-.._..-.__......_..__,._._._. 9.5" ? 6.0" 10.5"j13.0" 16.0" 9,5" 6.0"'10.5" 13.0" 5/16° ELCO UL7RACON WITH _ 43_ 16_0_ I6.0":t6.0" 16.0"i16.0" I6.0":16.0" 13.5".16.0" 16.0" 16.0"'12.0": B.G" 13.5".16.0" 16.0";16.0" - :1 Ib.O"; 16.0" 16.0" 16,0" 16.0" 15.0" 16.0"16.0" 16.013.0"; 9.0" -15.0" 16.0" w___...... 1-3/4' EMBED (3500psi MIN 53 16.0" 16.0" 16.0" 36.0"; 16.0" 16. 0i15.5: 10_0" 16_0" 16:0" 16:0':i 9_5" :_6S" iL5" 17.5" _. IG.0" 16.0" 16.0";16.0" 16.0" 16.0" ... I6,0" II.O";16A" CONC) 62 16.0" 16.0":12.5" 16.0"1160 160 ,i. 12.0 80 :14.0 16,0 16.0 95 6.5" 1 5 135" 160 160 ;14.0" 16.0" 16.0" 16.0" 13.5"19.0" fK0`160" 16.0";10.S"I 7.5" `12.5" 15,0" 0 70 16.0" 16.0' :10.5" 16.0"; 16.0 16.0 ;10.0 7.0 ;12.0":14.5" 16.0' 9.5" 6.5" ;11.5'; 13.5" 16.0 i16.0"; l7.5"!16.0" 16.0'• 16.0" 11.0"; 7.5" 13.0":16.0" IG.O";10.5"! 7,5" ;12.5" 15.0" 100 I6.0" 9.5" 6.5" 11.5` 13.5" 16.0" ! 9.5" 6.5" 111.5" 113.5" 16.0" i 9,5" 6.5" i 1+.5" i 73.5" 16.0" 10.5": --_. 7.5" :12.5' 15.0" 1G.O" 10 ': 7.5" 12 15.0" 16 0 10.9' 1 7.5 12 5" 15.0" 1/4" 304 SS POWERS TAPPER 1-1/2" MIN EDGE DISTANCE 3" MIN EDGE DISTANCE W1-3 4' EMBED 3000 I MIN CONC) ( C! _...._ C2 C3( .........:......................:......................................................................._;..._.._.....,.......__......._.......__.............._......._..............-..._..._.:...............____ C4 ; CS Cl C2 C3 C4 1 CS Ci ! C2 i C3 C4 ; CS Cl C2 i C3 C4 CS _.................__._..__..................,............................._.__. Cl C2 !.: C3 C4 CS _ ' C3 ; C2 C3 : C4 CS 43 53 16.0 14.0" 14.5 G.5" 4.5" 8.5" 16.0" 6.5" '14.0" 12.5"; 7.0"12.0"`16.0" 9.0" 4.5" 3.0" 4.5" 9.0" 6.0" " 16.0"16.0"':9.5" 13.5" 16.0" ib.0" 9.S' i 6.0" 9.5" i16.0" 12.0"; 6.0"62 11.5" 6.5" i 3.5" SS" 120" 7.C" ; 3.5'• 4.U" ! 6.0" 6.G" m 160" 13.0"? 7.5" ;11.0"!160" 14.5"7.S' i50" 8.0";72.0" 12.0" 6,0_' 4.0"3.0" 5.0" ;10,0" 6.0" ; 3.0" 3.5" ; 4.5" i 6.0" 16.0"110.5"; 6.5" ;100" 1G0" 12.5";6.5" ; 4.0" 7.0" 9.0" 12.0", 6.0"� 4.0" ; 6.5" 18.S'too 6,U" 3oW' 3.0" ; 4.0" 6.0"3.0" 3.0" i 4.0" i 6.0" 12.U"1 6.0" i 4.0" ' 6.5" , ft.5" _. 12.0" 6.0" ; 4.0" t__........_......_._1 6.5" ; 8.S" .............. . 12.0"' G,0" 4.0" ; 6.5" 8.5" A_ - ......._.._.... - - - ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK - ; I" MIN EDGE DISTANCE 2-1/2" MIN EDGE DISTANCE LOAD _._....._____........... ........ .. . __ _ ......_ _ Spans Up To.6'-0" Soans Uo To 8'-3" Soans Up To 12'-C" _ _ _ _ Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" O ANCHOR 1 (P5[7 CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE s:n Cl C2 C3 C4 1 CS Cl ; C2 i C3 ; C4 CS Cl C2 C3 C4 CS Cl C2 I C3 I C4 1 CS Cl C2 C3 C4 ' C5 Cl ; C2 C3 ; C4 I C5 114" ITW TAPCON WITH EMBED 43 53 8.5" 7.0" 7.D" - 3.5" I B,S_ 4.0" 7,0 6_0" i 3.5" 4 5'. 6:0" ; 3.5" 4.5" ✓ 1I 5 10 0 5.0" 6.5" i11.5" ` 8.5" 14.5" . 3.0" 4.5" ! 8.5" ' 4.5"' 1 62 3.0" 9 5 : 6 O 3.5" 5.0" 0 9.5" 6.0" 0" 3.s' 16_D" 4.0" 70 .5,5'• 4 5 5.0 3 0 - 4.0" % 4 5' 55 3 5 6 3 8.0" 6.5• 5.0" .%//% 3.0" : 4.0" 4.U' 4,0" 3.0" 4.0" ELCO ULTRACAN WITH 43 13 0 10 5 6,5" 113 0 90 9.0" 13 0 10 5_ 4 5 6 0 13.0" 9.0' 5A' 3.0" 4.U" { 9A' S.0-1/4" EMBED 53 __........-._ 10.5 6.5" 10.5 6.5" 6.5" 10.5 : 6.5 i 3.5 5.0"_ 10_5" 6,5" ; 3.5" 3.5'•�-6.5" 4.0" 3.0' [/4" G2 ...70.... 85" ..7.0 9.0'• __ - _3.51,_ ...._ ..7.5". Yl/1lJ ..4,5".� ..3.0`_ 4,0" 3_0" 100 7.5". 7.0" ; 3.5 4.0" � 3.0" 4.0" 3.0" _4.0_ 4.0" i 3O;_ � � I(4" ALL -POINTS SOLID -SET 2' MIN EDGE DISTANCE 0 © 1-1/4" MIN EDGE DISTANCE w ANCHOR W/ 71W EMBCD & Cl C2 C3 C4 C5 Cl . C2 ; C3 C4 CS C1 ; C2 C3 C4 CS Cl C2 C3 '. C4 C5 Cl ____._... C2 ; C3 ; C4 GS _ ...... _ . _ Cl C2 ; C3 C4 ..._ CS c 4- 1/ 20 SS MACHINE SCREW 43 _._...........___. 15.0" 13.0": 5.0" 6.0" I5. " _.__;.._.._.__ -0 .:! :.: :.: 1L0 ,.6.0 y3.0 :_4:0 11:0 :. 6,0__� 3.0 ,_ 5.0 ,:: .: :.: .: 16.0 :16.0 j 8.5 a0.0 16,0 " 160 :: :.: ::: 10.5 _5.0 7.0'_ 16.0 ;. IS.O 5.5" i 3.0" :' 4.5' 8.5" 53 12.5' 7.5" 45 12.5 40 10.5 80 40"✓II%'�3.5' 65 30" 80 50 50_,'✓f�� 35 50' f f 35 160 130 60 80 160 95 50 65 160 160 14075 110_ _! 40 5.5 13S 55 30 4_5 -90 9.0 " 90 45 40 6S' s 9.0 5 5" ;/ 4.0 5,0" 3 14 S B O- 9 0 100 5,0' / 3.i" 5.0" 3.5" 5.0" 3.i" .. .... 9.0' i 4.5" / 4.0 6.5' .. .._ 9.0" ... .... 4.5"6.5" .. 4 5 4 tl 4.1 4,5" 4.0' 6 5 6.5" p 5/16" ITW TAPCON XL WITH 3" MIN EDGE DISTANCE 4" MIN EDGE DISTANCE = 1-3/4"EMBED CI C2 i C3 C4 C5 Cl C2 ; C3 C4 CS Cl i C2 C3 C4 CS C'i . C2 C3 C4 CS CS C2 ; C3 C4 CS Ci C2 C3 i C4 CS 43 16.0 "(16.0" 9.W j12.0" 16.0" 14.0" 7.5" ; 5.0"8.0" ; 4.0" i 3.0" € 5.5" 6.5" 53 15.51•; 9,5" ! 6.D" 9.5" i15,5" t0.0" 5.0" - 6.5" i10.0" 6.5" 4.5" 4.5" 62_ j 13.0" 1 7A" 4,5" 8.0" i13.0" _._._..._._...._-___,_......_.....-_ 8.0" 4.0" 7015.5" 4A" ; 7.0" j l t.0 _ 6.5 .__ 5.0 5.0 6.5 - 4.5" 14.5" 100 / 6.5" 1 3.0" K1111111 4.5" ' 4.5" 6.5" 4,5' 4.5" 6.5" 4.5" 4.5" _....._......__.__._.__.....__.._.......... 1-9/16' MIN EDGE DISTANCE 3 1 4 OGDISTANCE 5/16• ELCO ULTRACON WITH 1-t/4"EMBED _ Cl C2 ! C3 C4 ! CS _._..................................._................................_........... Cl ! C2 C3 ; C4 C5 ...... CI C2 ; C3 ...... ...._ C4 CS _.._ _...... _._.__ _.._. CI C2 C3 ; C4 ! CS CS _ ....__ ___ - C2 C3 E4- CS CI C2 TC3- fR J CS 43 12.0" 11.01 12.0" 815" 8.5 I6.0 16.0 8.5" `t1.0" 16.0" 15.0" 8.S' �7.0" 62 8,0" / 7.0" I4.0'•j 7.5" 14,5" 8.5" �y 70 6.0" 6.5" 7.0" 11,5"1 6.0" 100 / _ 7.0" 7.0" ANCHOR NOTES: SEE SHEET 9 FOR ANCHOR NOTES. :�ViAf W t U N$ >ULL w t6o Z m W $ rl ul NEB 3 o W N W •• H 0 X 10 TCM-0002 10 Lt tttttltit""f1gryA`q'/ L1NK4. . 0, fo ANCHOR SCHEDULE, WOOD (G=0.55) 1°� �0 ;•�@ f W U rz L(J z -..-XdX , lJ�>V W sui d lu 0 Lm W o� Will Wm ^� U) 3 J uj ID z N S3„ =s ir� $ U 1 6 0 w �2a%�M R q'= el K ti 0 2m .Q 4 ANCHOR SCHEDULE: WOOD (G=0.4'2) m f c _---- _ ._......--- E r . $ W w c 3g LL o v o u u a o� ( �6 ANCHOR NOTES: SEE SHEET 9 FOR ANCHOR NOTES. DYMOHPFRAMLIU ARDOPE 10-TCM-0002 6 SCALE: - OZ - PAGE OESCRIP'RON: Ei T 3/4• MIN EDGE DISTANCE kj Spans lin Tp 6'-0" Spans Up TO 6_-3_' Spans Up To 12'-0" y � SN ANCHOR ! LOAD � CONN TYPE Cl C2 C3 C4 CS CONNTYPE Cl 1C-2�I6 C3 CS �CSi CONN TYPE Cl Q � C3 ( C4 CS I/4° LAG SCRE'N WITH 1-3{S � y_6 0 lb 0 l i 5 12 5 16.0 16 C iif'Uq{ 7 5 9 U,F G t1J 16 D" 14.5" 4.5" 6.0" 1G.0" MIN THREAD PENETRATION 16010016.0360'70'L11.5"4.0" � 5.0"16.0"85!Sb.O16050�6.0'r160160"µ1.5" 171:3-01: 4.0" I S.O" �16.0" 16_0" 16A'? 6_0'_ 7.5" _16.0" 16.0_ 2S" 4.0_ 5.5 ; 6 16_0 ,1 5 4.0" , S.0 6 0" 100 16U 115 4U SO I60 160 11S 40 SD IFU , 160"135 4.0"!50 760' 7/16"WOOD GUSHING WITH 43 160 160 80 1C0 'I60 35S 85 45 70 �355 85' 4K 45 70 1.13"MIN EM6ED&1/4-20 53 16 D'1t05 55 8D �1b0 110 b_0_ 36 55 11U 70'}3S' 40 50' � SS MACHINE SCREW 62 14 U 0 4 5 6 5 14,5 9 0 4_ 3 U ,5' 7 0 7.01. 3.5' 4.0" S.0" k 70 18 t2.0" 6.0" 3.5" Y-__ � 5.5" 12.5" 7,5" i 3.5" a.0" S.5" 7,0" 3.5" 4.0" i '.0" �- r145MS OR #14 tY00D 100 43 7.0" ' 3.5 16.0"i 12.5" 4 5. O 14.5"ib.0" 7 0" ' .5" . 3 16,016.0" 8.0"�10A" 5. i6.D" 7 .D" 4.0" 5.0" 16.D"!iI.S' 5_C" 7.0"16.0" SCREW WITH 1-3/4' MIN 53 16.0" 16.0" S.0" 11.5"36.0" I6.0" 36.0" S.5" i M1.0" # 5.5" ;t3.0" THREAD PENETRATION 62 ---` -- " i t6.D"e ....... - -- -- -- ------- 5 0 7 0" 16 0 16.0" `�9Nll11U.:"8Ek9o- 70 16.0"�16.0"' F.5 Row, a 6.0 1S 0 � lb 0"! 100 I6.0" 9.5' � 4A 16.0 ' 9.5 4.0 5.5" 13.0 16.0"� 9.5 . 4.0'�.5 13.0" 3/4" MIN EDGE DISTANCE Swans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" G � LOAD CONN TYPE CONK TYPE CONN TYPE i N ANCHOR �Vsii Cl ! CL � C3 C4 : C5 ClCi _ C2 C3 C4 CS Cl i C2 - C3 C4 CS 1/4" tf.G SCREW WITH t-3l4" 43 16.0"16.0"i 9.D !10.0"16.0" 5.5"i36.0" 3.5" ; 4.5" 15.0" MIN THREAD PENETRATION 53 16.0"i16.0"i 6.5" ! 8.f1" !15.0" 1E.0">12.5" M1.5" 5.5"'16.0" tS.U"� 7.5" 3.0" 4.0"!11.0° 16.0" 9.5" 3.5" S.0" ! 15 0" I5 0"' 70 3.0" 4.0"�11.5" 15.0"i. 7.5" 3.p" ! 4.0" 11.0" � ....16A"!13.5"? 7C0 16.0" i 7.5" i 3.0" 14.0" 11.0" I5.0" 7.5" i 3.0" ! 4.0" !11.0" 16.0"' 7.5" ! 3.U" � 4.0" " K14 SMS OR :I4 WOOD 43 i6.0"'16.0"j_8.6•'i105"S16.D"I6.0"!12.5"i5.5"7.0"36.0"13.': 3, 5" 5.0"10.5" O O SCRE'f! WITH I-3/4' MIN THREAD PENETRATION ....53.... 62 70 t6.0._1p.0_!.6.5"..!,8:0",,16.0" i6 0 i 11 5.0 a 7 0 16.0 0 r916_�SS 13 0 ' b 5 3 S 5 0' 10 5 0 5 5 3 0 4 0' 8 0 10 5' ! 5.5" 2.5" a,0" : 7.5" 10 5'i 5.5" 2.S" 4.0" 7,5" �1➢OiSII11LLll1¢L`> _ SGO 16 10 5 5.5 ; 2.5 4.0 : 7.S a 30.5 : 55 r 2.�' ; 4.0' 7.�' 10.5" 15.5" 2.5' 4.0" ! 7, ;'• 1