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Building Permit Application
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED � � 1 Date: �' �' Permit Number: r I` 0 1 � ��� ��� �� RECEIVED Ma ., Building Permit Application MAR 0 5 2018 Planning and Development Services ST. 64+61Q County, Permlttlny Building and Code Regulation Division - 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X PERMIT APPLICATION FOR: Shutter Ppo Address: 10103 WILD QUAIL DR. Legal Description: POD 6, PUD 1 AT THE RESERVE WILLOW PINES WEST AT PGA VILLAGE, LOT 2 Property Tax ID#: 3322-621-0011-000-5 Lot No.2 Site Plan Name: RESERVE WILLOW PINES Block No. Project Name: Setbacks Front Back: Right Side: Left Side: LDETAILED DESCRIPTION OF WORK: n £ ACCORDION ACROSS THE ONE OPENING ON THE BACK PORCH ONLY. LNSTRUCTION INFORMATION: ; Additionalwork toe er orme under this permit—check amy appy: HVAC f Gas Tank ❑Gas Piping Shutters ❑Windows/Doors Electric ❑ Plumbing ❑Sprinklers M Generator Roof Roof pitch Total Sq. Ft of Construction: SFt. of First Floor: Cost of Construction:$ 2350.00 Utilities:11 Sewer Septic Building Height: OWNER/LESSEE: CONTRACTOR: NameJOSEPH LAMBERTO Name: VAUGHN HOSKINS Address:10103 WILD QUAIL DR. Company: V H EXTERIORS INC City: PORT ST LUCIE State:FL Address: 543 NW WAVERLY CIRCLE Zip Code: 34986 Fax: City: PORT ST. LUCIE State:FL. Phone No.772-528-1806 Zip Code: 34983 Fax: 772-871-2567 E-Mail: Phone No. 772-871-6484 Fill in fee simple Title Holder on next page(if different E-Mail: VHEXTERIORSINC@GMAIL.COM from the Owner listed above) State or County License: 21579 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name:TOWN&COUNTRY IND Name: 1 Address:400 WEST MCNAB RD. Address: City: FT.LAUDERDALE State: FL. City: P State: Zip: 33309 Phone9e4-970-9999 Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first,inspection. If you intend to obtain financing, consultor or an attorney before com en ' or recordingour Notice of Commencement. Sign ture of Own Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA r COUNTY OF UW-E COUNTY OF S ),uC►e. The forgoing instrument w s acknowledge before me The forgoing instrument was acknowledged before me this day of m P r G" 2015 by this 3 day of MtAr`LV► 20A by t`w"1�f li �" y Name of�person making statement Nameof person making statement Personally KnownN OR Produced Identification Personally Known OR Produced Identification Type of Identification T pe of Identification Produced 1' 15 b� duced f p:A s,egioauns!pndualoNn,ylps�og OW '° JEAN RALPH GACHEI7E ` MY COMMISSION#FF 152261 t NOISSINNOO AN EXPIRES'August 18,2018 K13HOV9 HdWd NV3f Sondod Thru Naafi'Publb UndewrA rt (Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida) Commission No. (Seal) Commission No. (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 Michelle Franklin, CFA-- Saint Lucie County Property Appraiser--All rights reserved. Property Identification LkA EIV�p Site Address: 10103 Wild Quail DR Parcel ID: 3322-621-0011-000-5Account#: 153134 ?�18Map ID: 33/22NLuCle y p Use Type: 0100 ermtCt�n9 Zoning: FILE c City/County: 0 nt Lucie County Ownership Joseph R Lamberto Charlotte Lamberto 10103 Wild Quail DR Port Saint Lucie,FL 34986 Legal Description POD 6 PUD I AT THE RESERVE WILLOW PINES WEST AT PGA VILLAGE(PB 42-33)LOT 2(OR 3676-1338) Current Values ey�M Just/Market Value: $186,800 Assessed Value: $186,800 Exemptions: $0 >. �. . Taxable Value: $186,800 Taxes for this parcel: SLC Tax Collector's Office 12 Total Areas Download TRIM for this parcel:Download PDF© Finished/Under Air(SF): 1,751 Gross Area(SF): 2,345 Land Size(acres): 0.06 Land Size(SF): 2,505 Building Information (1 of 1) Finished Area: 1,751 SF Gross Total Area:2,345 SF Exterior Data View: Roof Cover:Conc Tile Roof Structure:Hip Building Type:HB Year Built:2004 Frame: Grade:B Effective Year:2004 Primary Wall:CB Stucco Story Height: 1 Story No.Units: 1 Secondary Wall: Interior Data Bedrooms:2 Electric:MAXIMUM Primary Int Wall: Full Baths:2 Heat Type:FrcdHotAir Avg Hgt/Floor:0 Half Baths:0 Heat Fuel:ELEC Primary Floors:Carpet A/C%: 100% Heated%: 100% Sprinkled%:0% RECEj E A4AR 0 5 2018 fin( a Permi la° aval1° re 4 ONX w la> 14 (ITJI) 0 H y GM 10 n This information is believed to be correct at this time but it is subject to change and is not warranted. ©Copyright 2018 Saint Lucie County Property Appraiser.All rights reserved. Design Data and Installation Schedule JOSEPH LAMBERTO PAGE -01 Opening Shutter Anchorage Shutter Wind Anchor Type Max. Anchor Notes Number Type Top/Bottom Height Pressure Tapcon, Rawl Spacing C, M,W Inches PSF Neg. Lag ect. Inches Upper/ ower Upper/Lower 1 ACCORDION WOOD/CEMENT 115 39.4 LAG/TAPCON 6/6 ACROSS BACK PORCH 2 3 4 c,, 5 4 6 o ; 7 a 8 441 3 9 y 10 11 IL 1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 777 01/11/2018-12:06pm Interni V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017_b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 150 MPH `ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE4 PRESSURES 1 EXTERIOR ZONES PRESSURES (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-Z NE 4 -- _ Mean DESIGN PRESSURES(PSF)-ZO E 5 4 1. IDENTIFY THE ZONE OF THE OPfNIN5 jiliIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER THE 2 ROOF Area of Opening(Sq f Area of Opening(Sq Ft 3 1.1.E BELOWANY QUESTIONABL OSP' i D THE MORE CRITICAL(EXTERIOR)ZONE Height SO 20 30 40 5 fight 10 20 30 40 50 5• _ 2. IDENTIFY THE BUILDING M L ._ 7 FROM THE LOWEST GROUND ELEVATION.IF 31.9 -30.6 -29.8 -29. 39.4 36.7 35.2 34.1 33,2 MEAN ROOF HEIGHT CANN PEAK(HIGHEST)ROOF HEIGHT. 0-15 ft 15 ft 2.1. ALWAYS ROUND UP F LE VALUE. +29.4 +28.1 +27.3 +26. 2 +29.4 +28.1 +27.3 +26.8 +26.3 2. VALID FOR ALL ROO E E AN ENGINEER FOR REDUCTIONS. 33.2 31.8 -31.0 30.4 40.9 38.2 -36.6 35.4 34.5 \s•/CALCULATE THE TRIBUTAR TION AS THE GREATER OF(HEIGHT _ 9TH)OR THE SPAN LENGTH(NEIGH IVE WIDTH OF 1/3 THE HEIGHT(HEIGHT /3). 18 ft +30.6 +29.2 +28.4 +27.8 +27.4 \` 18 ft +30.6 +29.2 +28.4 +27.8 +27.4 3.1. USE THE AREA BETWEEN STRUCTZI _"OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. 20 ft -33.9 -32.5 -31.7 -31.1 -30.6 20 ft -41.9 -39.0 -37.4 -36.2 -35.3 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST +31.3 +29.9 +29.0 +28.4 +28.0 +31.3 +29.9 +29.0 +28.4 +28.0 .3. SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER 35.5 -34.1 -33.2 -32.6 -32.1 -43.9 -40.9 -39.2 -38.0 -37.0 ^�4TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. N READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE L IPALITY 25 ft +32.8 +31.3 +30.4 +29.8 +29.3 25 ft +32.8 +31.3 +30.4 +29.8 +29.3 IF ACCORDANCE WITH CODE. 30 ft 36.9 35.4 34.5 33.9 33.4 30 ft 45.6 42.5 40.7 39.5 $$_ - _ 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +34.0 +32.5 +31.6 +31.0 +30.5 +34.0 +32.5 +31.6 :0- ERAL NOTES: -38.2 -36.6 -35.6 -35.0 -34.5 -47.1 -43.9 -42.1 TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METH R ASCE 7-10 CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. 35 ft +35.2 +33.6 +32.7 +32.0 +31.5 35 ft +35.2 +33.6 +32.7 G 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCI EXPOSURE SPECIFIED. 39.2 37.6 -36.7 36.0 35.5 -48.4 45.2 43.3 1. JAJORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 40 ft 40 ft 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT THE RATED LIMITING WIND VELOCITY ABOVE.OF THIS RATING.FIND CATEGORY RBE LESS +36.2 +34.5 +33.6 +32.9 +32.4 +36.2 +34.5 +33.6 :TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEA Y A. 40.2 -38.6 -37.6 -36.9 -36.3 49.7 -46.3 -44.4 -43.0 4.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. 45 ft +37.1 +35.4 +34.4 +33.7 +33.2 45 ft +37.1 +35.4 +34.4 +33.7 +33.2 HVHZ=HIGH VELOCITY HURRICANE ZONE. 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. -41.1 -39.4 -38.4 -37.7 -37.2 -50.8 -47.4 -45.4 -43.9 -42.8 7,THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. 50 ft +37.9 +36.2 +35.2 +34.5 +33.9 50 ft +37.9 +36.2 +35.2 +34.5 +33.9 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 55 ft 42'0 40.2 39.2 38.5 37.9 55 ft 51.8 -48.3 -46.3 -44.8 -43.7 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTE PPLI ON OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED ERE. ON BE +38.7 +36.9 +35.9 +35.2 +34.6 +38.7 +36.9 +35.9 +35.2 +34.6 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NTY FOR - ___ APPLICABILITY OF THE USE OF THESE TABLES I5� ED HEREIN. 60 ft -427 -41.0 -39.9 -39. _X38-6 -. 52.8 -49.2 -47.1 -45.7 -44.5 10..THIS SPECIFICATION DOES NOT R Atm V D CERTIFICATION. R R TO A SEPARATELY +39.4 +37.6 +36.6 +35. t +39.4 +37.6 +36.6 +35.8 +35.3 SUBMITTED TEST CRITERIA AND OTH LS STALLATION INFORM ON AN PPLICABILITY OF THESE TABLE VALUES WHICH IST - CCORDANCE WITH GO IN DES. _ 11. ADHERE TO ALL LOCAL IMPACT /LNCES. 12. NO CERTIFICATION IS OFFERED MOST STRUCTURE. f� 13. EXCEPT AS EXPRESSLY PROVID �R ERTIFICATIONS-0R.. RE INTENDED. INTERIOR ZONE 4 EXTERIOR GHT EXPLAINED LEAST HORIZONTAL M Z=o M o o,_ o = a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF ROOF DIMENSION _ m�-m O z C 3 m p 2 Z.� I - L2� PEAK ROOF 5 5 m GT m C➢cn to^I D A )( 11 HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT p p t,v m-4 a x N i m m Z 1"4 HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. 1/f N rn�2 9 F El D p D O � G)CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN 5 ® =O U)m v y z om z1 rn __13 ~' rnREQUIRED. REAVE OOF HE GHT qG)_4zmMM3: gmEm rte. D D MEANa -- ROOF HEIGHT �Do�mOn?G) w�= n UD ~'t 1 HEIGHT OVI�mPt�fvzDLn GTmDI"'r� Drn Q°i6�oTO"oFzrn p C Z 4 Y a PLAN VIEW -Dtz m�C yLn mA M O Mi5COMPLEX om �'MM_f mm Z In -nzr ISOMETRIC CORNERS a;P '�'" o C) f ELEVATION a Y a 5 5 v to a DAT s o a NEISSUEs GSSNTSB D 03/05/12 6TH EDITION FLORIDA BUILDING CODE ENGINEERING Wo® o rn 2017 EXPRESS® g o N oz m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 < a REV 2014 FBC DGM TSB 06/10/15 tb< 3 A u' I� Z - - CORPORATE OFFICE: m Ln B UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 m y m m 160 SW 12th AVENUE, SUITE 106 z z �. DESIGN LOADS FOR COMPONENTS &CLADDING DEERFIELD BEACH FL 33442 F z v, v MASTER PLAN SHEET m m ` j P:(954 354-0660 F: 954 354-0443 I THIS DOCUMENT IS THE PROPERTY OF HOLE OR PAR EXPRESS, ) �� O � AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#8885 ASCE 7- 10 E:HELLO�ENGINEERINGEXPRESS.COM p � F-0 WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, r m® PERMITTEDANDIWALIDATEOURCERTMATION. RE NOT ENGINEERINGEXPRESS.COM { 3/5/2018 Florida Building Code Online BCIS Home Log In ! User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search F1 f ida ' Product Approval .w, USER:Public User Product Approval Menu>Product or Application Search>np li a ion Application DetaR, FL# FL13757-R6 RECEIVED Application Type Revision Code Version 2017 MAR 0 5 2018 Application Status Approved ST. Lucie County, Permitting Comments Archived 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@engineeringeess. 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 developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL13757_M_COII_In epLp-lf FL13757_M_C4I— n ePPPRdf FL1375 _I3b_M—IILd&R3—Rdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d 1/2 3/5/2018 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL 7 7_RL_Lq Iuiiv—EEqujNL•p3f FL13757_R6_Equiv_Equiv2,pdf FL1 757_R6_Eq iviv_Equiv3.p�ff Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.16.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System ------------...-..........---_ Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLi 757_R6_II_Dwg1.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 span/pressure FL13757_R6_AE_Eval1 df combinations and additional limitations of use. Created by Independent Third Party: Yes 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_R6_II_Dwg2.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 span/pressure FL13757_R6_AE_Eval2.p I�f combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. _...._...._.......__._._._-....._.....___.._......_.._.._....... ____ _ Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757_R6_I1_Dwg3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other: See product drawing for additional information, FL13757_U_AE_Eva13•p Id anchorage,etc. Created by Independent Third Party: Yes Es�ek Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::PrivacyStatement::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: FA Credit Card Sefe �II https:/Moridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A°/"3d°/"3d 2/2 6.8 ACCORDION SHUTTER FRANK L eENNARDO,P.E. FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 1 TABLE 2 TABLE! _ N0 PE6 ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 ALLOWABLE SPAN SCHEDULE - O * L9:ASTM ESSENTIAL FACILITIES ONLY =AJ 1 50, FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ ALLOWABLE SPAN - '. `.+< SCHEDULE - SLAr HVHZ MINIMUM SEPARATION MINIMUM SEPARATION A, Epp W In o POSITIVE PCS WIND HVHZ FROM GLASS NON-HVHZ FROM GLASS : '•.<ORIDA J U WND LOAD LOAD WITH]],� NEGATIVE POSITIVE POSITIVE DESIGN yy11N CENTERMATES WIND LOAD DESIGN �� NSTALLATN7N3'INSTALLATIONS DESIGN SHUTTER / LL WIND I111eAATE 29 ALL PRESSURE SPAN POSITIVE AND NISTALLAl10N® e4STAlUT10N6cN � x I�yy9I O 5NY ABOVE >WABOVE DESIGN NEGATIVE WIND PRESSURE SPAN SDVABOVE >3V AOOVE /�7jtlAll`,1 1 O'%i S LOAD(PSE) O ORO a 3Z MOUNTING (PSF) GRADE GRADE WIND LOAD ALL (PSF) GRADE GRADE ft �L �>V�: �IS CONDITIONS- (N.) (N.) LOAD MOUNTING M let•) <6 D ORI S O (PSF) CONDITIONS- L m 28.3 lar 5.7' 3.0 or &1' 1.7' Qy�232 75C 15C 156- 3.0' 1.1' 50.0 158' 9P &1' 1A' �ti7� 25.0 154` 158• 1116' - __- 30 U W 30A 14r t5C 158• 30 9'0" t'er 55.0 156' 12V &1' 7s' ; L v 120• 3.0' 1.1" 80.0 146• TSC 5.0 3.6• N 4t W 311.0 14r 1110' 1116' ...158' 5.T Sr 65.0 __--148` OC &1' 1.1• O W iu gg 40.0 tar 146• 158• 80• &1" 1.1• 70.0--. 131` W St• 46.0 13T 141' 156• or &0• 1s' 711.0 13T for 3.1' IV 116.0 12C 134' 136' IOC &C 7.0 00 128 � 120' a.t' 2? 00.0 721• 131• 119" 120• &V 2? 852 12V 132' S2' 2.7, ,. 05.0 121` 721" 14T 13r &T 11r 80.0 121• lar 52' 4.8• d 70.0 111" 126• 137' 116' &T &Ir 116.0 71C or 3.1' IA" 75.0 117, 124' 133' or &1" 1.7' 100.0 ' 11C or 3.11" 1.T 802 11C 12r 128' or &0' 1.r 105.0 lir 50 IOer &1' 2? W 52 �A 11T 120• 125' `•A 10C &C 2A' 110.0 Tier tom" a.t' 2.r IC 002 112• tier 121- 12V &C 2C 115.0 tOT tat' S$• &1' ='v{ 137' &r &W 1200 106' 1118' 11s' a? y d 96.0 711" I T 11C �' <jh 100.0 101" Tier 115" &1" 1.2' 125. TOT 81" &1' 1.1' . 0 C 0 1011.0 1Or 11r 11r 91" 9A' 1.1" 130.0 101- or 11.1' IV 032=�< 110.0 IOC 110' 11C 108' 3r 2? 136.0 91" 80 IOC 3.1• &1' 115A 108' 10r 10T 131' &T 3.6' 140.0 9C 120' &t• &T 12D.0 104' 106• 105' 8C 32• i? 145A 9r 148' Sir SD' E pppp� 125.0103' .ro 8C a2' 18 150.0 01" 81" 3./' 1.1' 6 0 _130.o for er aA' 2A• 755.0 8C 84' 3.1' 18 E 3: 135.0 91" 128• &T 112• 180.0 aT 70 91" 3.1' 1.1" a 140.0 9C or 3A' 1? 106.0 01' 121" 9.1' 3A' qt IZ 145.0 9rBI' &U, t.r 170.0 7C 13T 52' 42' P 1110.0 ar 90 or 3A' 2.T 175.0 79, or 3.1' t? FF�� Tier 32' a2' 180.0 74' Be &11 12• L. p 156.0 8C 185.0 7r 90 W&1' Lr 14"��Ila �+ 180.0 aT 8C 3A" 1s• 180.0 71 121" &r &C 4' 185.0 81` 84' 9A' 19• 170.0 ler „0 91" 9.0 2A' 195.0 eer 721• 112• &r 176.0 _ 7C 110• a9' &r 2DO.0 6C e0• a.r I? _ leas 74• 8C 3.0 1.T FOR BUILDOUT MOUNT MAXIMUM 110 84' 3.1' I IV _ 100.0 7r 120 $4. _ &C I V _ SPANS AND PRESSURES,SEE �- 1.- 1.1" 2V 1952 IM" 105' 3.1• 3.7• TABLE C ON SHEET 6/13 1W -- 3.1" FOR 999 3 EE �f _ _ FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 84• _ 3.1• 2002 IM. 1.0 q q �el TABLE C ON SHEET 6/13 120 - 99' _ 3.1' 105' 3.1' 3.0' �S1 S� TABLE 1 AND 2 NOTES: 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD TABLE 3 AND 4 NOTES: yg COUNTY NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN FLORIDA.. .h MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN O TM -F 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN y PRESSURES AT EACH RESPECTIVE SHUTTER SPAN, SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN t S 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. m �o OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: 3. NO SEPARATION FROM GLASS IS REQUIRED FOR d IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF 09I/g0lORW4ILIeN900rd BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR w THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15`2335 2 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES �7 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND b eCAt _ Y AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE OUTSIDE THE SHUTTER BEING REVERSED.FOR EXAMPLE:[T rMe De9aLL►r>em: HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PRESSURES ARE AWAY FROM THEHOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED,FOR SPANS BETWEEN THOSE INDICATED ABOVE, 9g THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE • BE USED. USED. t I FPMK L. aPEW46549 NMOO,V.E. rr // LICENS * :• N 7 O PE0046549 ;1) 0 �oT STA7E DFA 5 0� €€ /i�lSs•F�oRIDA N GENERAL NOTES: /�iirA�lEi ��\ W_" Nii 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT Z W O f 11 CODE SIXTH EDITION(2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE v<< ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE oL m _ THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN Z�C o« Z ASTF1 E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION WW .W = 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRACK N rL e r W at REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA O W CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY E SHALL BE LESS THAN OR EQUAL TO HASSHOWNE OR NEGATIVE DESIGN PRESSURE p 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIV BY A 1.5 SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL r. CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. a_j PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND d w VIEW LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. V,a w{ s 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR W F $ WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 F o SHALL BE USED. �. B. THESYSTEMDETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL N J -� ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME g PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER r 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. ~ o 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THEw E 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 rn THE STRUCTURAL SUBSTRATES DETAILED HEREIN. R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING 3S I' 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 BOTTOM TRACK Q DEVIATIONAS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUWER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE FORT LAUDERDALE FL TYPICAL PLAN VIEWS MISSILE LEVEL D-ASTM EISR,E1996&E330 TAS 201 202&203 FLORIDA PRODUCE APPROVAL NUMBER sill I 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION 12220 � � KS.I. 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 o 0-0 ALUM.ALLOY. N T.S !!!E 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 6 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. 999! 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. i 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 1@ 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE WR/OrtPANKLBW/00 VE ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15"2.338 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCA lu - BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAWDOPCRMrrWa PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND - NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK �9 3 0 PE0E0046549 NUID0•P.E. 2 874" PROJECTION VARIES 1.994" ��`� ••., �� 3907' ` �•L• .115" 4.874' MAX. 6 lIC 068 2.782" 1.907' •4C';•• 7 1825" 125" 1825" 1.825" 1.706' .997" 1.825" 1.9 _ 143" .143" _ • it r ru 0 17oe" .100. °RE0046549 m .100 1.708" 100" N in .700" 1.708, .100" p, 06 = { 1143' .099' .195"I 195" 1=.1 3' _ 11195"A 96" c 143' II .195" I I 143' .195" 19 143'm mry ru T N 14" .062' •- % P�'( �'_^ .' yin LUM 0 .062' 062 ^ .095' .062' N 3 .200' 1.069 i�1�NA �NG`W Y O�j LL u�i t 200" In .6 2 .630' .586' 630' 1.J�93111 nt\\ ZW V062" 62" 200" .062" 30" 6Z .200 ,F n 1.510' 062"m 608 630 1.250" 971" .971^ .971" 09 " 095' 1.069' 2.728' rn g t e" •I'- 2.822 M 9aw�gg Clot 1.2 0" 1. 0" 1.250" 1200-. .095" 971" .030' 2.748' Z"` �N M z� 3 610" W W 5.745 M X 5.745"MAX. w z € Oj WALL O BUILD OUT WALL O HEAVY 2-LEG WALL O LITE 2-LEG WALL 5 6 ;LL Z O HEAVY HEADER/SILL O LITE HEADER/SILL � N�a W SCALE HALF SIZ SCALE HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE SCALE HALF SIZE 0 ., WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' d 1.825' ^ 2 655" .875' 2.195' 1.230' 1 825" a .510' a y 1.583' 2.655' 2.365' m 8 60D S"84 8 510" H 09, .510' .460' .OBS' N10 400TO L,'v, N ti 1 M in .895' _ d r .n �' .621' I�- ni vt .SOS' N I rt o . 060'. M In •o .105 Iti TYP TY .831' .105' ry o rit th g ii 105" 1.230" 1.069' Ep .62Y .875" 7 v P. E 3 D 2.300" 250" 4.510" 1.985' ` 4.510' 2.195 F 104.510' m2g 3 2.195' m f 9 O7 SILL Og SILL ADAPTER 10 EXTENDED SILL ADAPTOR11 MID SILL 12 MID SILL ADAPTOR SCALE HALF SIZE Og EXTENDED SILL SCALE HALF SIZE SCALE.HALF SIZE SCALE-HALF SIZE SCALE HALF SIZE SCALE HALF SIZE Illi»f S 1.994• .143' 143' 4.603" 30 225' 314" 1.706' v 4.140" �p 325" 55p !6$ 06 .043" 'E 258" 297" t50R 3.963' 3 s� .030R 054" .0 2" m V15705 6 OD " '" aaa�a �555559 fi 1.625" .069" 3.470' N r .34 1.721' .133' 0.080' 0 117• IIII �1E9 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER .682' .630 .096 o �F.o6oSCALE HALF SIZE SCALE HALF SIZE c.130' .0 2'{�- 2.822' 0.115' ^o4 s1o" 01g RADIUS CEILING HEADER/SILL N 0.096 bWALL SILL310' o a. SCALE HALF SIZE •180' SCALE HALF SIZE 4.102" 630' I^ 0.080. O1 OWYMGK FPMX LK w PE 227 oeo ti 15-2338 054" ccwE>EI - .420' PAM oeKMPMK: 14 CEILING HEADER/SILL 1g 6.8 STACK/CONECTOR SLAT/BLADE SCALE HALF SIZE �g WALL SILL CLIP 93 SCALE HALF SIZE SCALE HALF SIZE 1111111111//// .FRANK L6 KNNARDO,P.E. 37S. 2.018' p10-24 THUMB / 125' iv STAINLESS STEEL '�'C `��� IGEN '•.'9 {C' .51 c SCREW Z ASSEMBLY m 1 ' O F m 2120.HOLE N N �: NO PE0046549 - `o (U ni m W OSO" WHEEL NILOu ^o m - 13 O n .062' 3 1.100" 240" o ��Q'• STATE OF i 750" �T�•., F�OR10P,.•'• `rE1 H n O t 5' MA%. L TYP AT EVERY OTHER ///ss C�jLL �u', 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP 870" '�/,�ONAL11� WW $(n GANGLE SCALE:HALF SIZE ® AND ®ONLY CYLINDER-SOLID BRASS,NICKEL PLATED Z� M x 22 ROLLER ASSEMBLY HOUSING-ZINC DICAST POWDER COATED U7 Q <W gg`�, O SCALE.HALF SIZE 21 SLIDE ROD SCALE:HALF SIZE NOTE.MAV BE KEY OPERATED OUTSIDE OR THUMB ggL m to 2 0 SCALE:HALF SIZE TURN OPERATED INSIDE. z� a`� ISR ".250' 23 BRASS PUSH LOCK WW `0'�w ARE 4NYLON WASHER SCALE HALF SIZE 1 �ci w d_ OR ALUMINUM .357• R/S W O W w (NYLON BUSHING 276, 'PspO s• 4.000' .�C1 OPTIONAL) .500' 14 x 2-3/4"410 HT S.S. M o SCREW W/ ..062' `INSERTS ru TC UL TOP&B COATING c O1 n :INSERTS T O 2.250' .D TRACK )TYP TOP 8 BOTTOM! YLON BUSHING W/WASHER: •154' .137' N m W8 7/16"0 x 1/2"P INTERIOR JOINT TOP ,224' Co_ � 7/16"0 x 1"@1 INTERIOR JOINT BOTTOM -. Hm EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT 2.750' 2.000' .. m i 24 BUSHING ASSEMBLY DETAIL SCALE:HALF SIZE 27 RAINGUARD R6 . . ...2 4 • m DECORATIVE FLOOR TRACK , 1100" �I o -<- c SCALEHALF SIZE SCALE:HALF 51ZE 8SCALEHALF SIZE 1.978' 2125' .623' .2A1.710'1.742' 1 2 702" 2.642" ? '286' .267' 21110' 2 465" 25 " 1 2 5 N443' 34AZ' 090' 2 289 Q 1.084' com `.284 1.200" 01 �6p m .190 0 '12 N ` 250" 1.068' mn �p In m � -3443' n117583.476' 190 t25" 25" .222'1`4 .17 � <z3r 125" g .062' 29 2003 6.8 CENTER MATE 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE SCALE:HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE SCALE.HALF SIZE Y ESS Z .062' 7/16".STAINLESS �� 1l o S!tII "� g STEEL NUT �, NOTE ATTACHMENT SCREWS FOR Ci 5.500' x 13/16' WIDE {'--{ .400' F END STRIPS SHALL BE K10 TORX MEAD STYLE VARIES W OR PHILLIPS DRIVE SCREWS, HAND-TIGHTENED ONLY A 30 y ! _ THUMB SCREW C ■sp q 38 SCALE FULL SIZE .250' ~ � N IC 5 x m IyIy T7 c1/4- OR 5/16-18x1 m 0 ■ �'{ in N MACHINE20x1 SCREW STAINLESS n n,+ � N 5/16"0 INTERNAL STEEL < �,a CIVY1I rtFRMKLlENVJV0PE .168' THREAD °�x ti 15-2338 TVP. 37 T-SCREW INSERT �, _ 4.500' }-,x.689' POWDER COATED,ZINC DIE-CAST SCALE:FULL SIZE cu 1.050' ^ Q in _ _ �OO rwIRoMalvrcow: DELTA MODEL 2022 SECTION A 36 T-LOCK ADAPTER °� o �, .254' 40 40b 40c INDUSTRIAL SYSTEMS (OPTIONAL) 7.000' 35 BOX LOCK SCALE:HALF SIZE END STRIP 1" i$ SCALEHALF SIZE 39 2X7 ANGLE 2" & 3" EXT SCALE HALF SIZE ,/F 125' SCALE: HALF SIZE d a FRANK ` 71 ````111)111111/ O�SA9 nueoo,P.E. FASTENER A 18"0 C. EXISTING GLASSEDGE DIST' EXISTING GLASS `� �- TSE ANY ANCHOR SHOWN DIST. 1C: ANCHOR SCHEDULE) ffi filk N E004654 AQ EMBE SILL (INTERIOR) Ng S. * ro _ ALT.DIR CTION l7 EMBED. OF ANGL LEG II II l -p p _ u `MR (INTERIOR) 17 TATE OF V w rt s M 0 062"THICK 6063-T6 '•F<ORIO�'. „�J UM AN 1'x 1"MIN. / NAl- LLI=!1 LL N EDGE 0 2..x 5"MAX (ANGLE LEG 3 4 29 9D / Illllo W �� DST, AY BE REVERSED) Z °uiU u€ 38 29 00 ASTENER La 18"O C {USE ANY 13 15 r11 ff11� �a W 1 �"Y ANCHOR SHOWN IN ANCHOR t3 Q jy m 13 13 13 13 SCHEDULE,1"MIN EDGE DISTANCE) TO 1& 38 29 29b L^ N °moo 1/4-20 THUMBSCREW WW Ww0 29 OR x 1/2"GALVANIZED BOTTOM (EXTERIOR) mow^ z 6.80"(TYP) INTO CENTERMATES 1/3 } -� OR S.S.SMS,3/16"0 ALUM. EXTERIOR 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE lO CC dzw THREADED HOLE LOCATED @ MACHINE BOLT& NUT SHALL BE 3/8" w 1/3 SPAN TO 2/3 SPAN FROM C°l 18"0 C MAX WIDTH UP Ow a TO 1"HEIGHY. Cl TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES b SCALE.3"-l'-O" 5 8'-3" USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES>8'-3",ONE @)1/3 SPAN LOCKING DETAILS FOR SCALE:3--1'-0" AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES OF BLADE,TYPICAL.FOR LOCKING USE(1)BRASS PUSH LOCK SHUTTERS,A BRASS PUSH LOCK 3 SHOWN ON RANDOM nt OR(1)5/16-18 THUMB DETAILS SCREW O THREADED MAY BE SUBSTITUTED WHEN USE WITH y Y INSERT [p3 AT 1/3 SPAN CENTERMATE#29 AS SHOWN,RECEIVING SEE END STRIP SCHEDULE w o TO 2/3M FROM , - 3 BOTTOM OF SHUTTER 30 HOLE FOR THUMB SCREW MAY BE 7/16" iW FOR MAX SPAN WHEN RECEIVING MMaw OLE SHALL BE 13 3 USING LOa,LOb OR LOc Ha„ a 3/B"MAX WIDTH.UP TO - rn 1"HEIGHT. 30 END STRIP SCHEDULE ,yyl" - - pS§a vi � \ \ do F • 1"B/0(2.7) 62 1 40 USE APPROPRIATE SF SPAN g u{ R _ _ _ AN 72 1 ��PROVIDR STRIP E a O � 62 84" 4 PROVIDE CLOSURE FOR £ 13 132 112 75• 40 BUILDING CONDITIONS. - c O 82 B5" P 3 3 2'810(3.7'J FASTEN STARTER g INSIDE ® STRIP TO TRACK W/ (INSIDE) 7"91 ATpCORNERCREWS 72 O ALTERNATE END STRIP DETAIL S a (NAND-TIGHTEN ONLY) 1.6'k3' 45 3 SCALE.3" 1'-0" ANY TRACK t3 mss x0'083• 552 8r 7 83" W/SCREW BOSSES. .-. I ANGLE 60 81" 4syt � 7 p SILL L.J 70 7 F- I 2"x3" 45 '38' ~ V) e x0.125" 52 128' EXISTING GLASS =O 13 ANGLE 4-11P e� I USE(1)BRASS PUSH 30 70 111" �iw= USE(11 BRASS PUSH LOCK (INSIDE) a a c OR(1)S/16-18 THUMB LOCK OR(1)5/16-18 mza THUMB SCREW INTO 30 t3 2'k4" 45 145" ama SCREW Ipp�'�0 THREADED t ,_ THREADED INSERT 52 135" ~�-6 TO 2R/3 SPAN FROAT M SPAN SILL IE$ T AT 1/3 SPAN TO 2/ x0.125" �N l/ A SPAN FROM BOTTOM OF (OUTSIDE) ANGLE 57 1 BOTTOM OF SHUTTER SHUTTER RECEIVING e ! HOLE SMALL BE 3/8" s ! MAX WIDTH,UP TO 1" 23 p HEIGHT. 7 11 �i FOR GREATER SPANS OR LOADS CC TYPICAL OUTSIDE CORNER CLOSURE --- --' - THAN SHOWN IN END STRIP 5 CC1 DETAILS WO/CORNER POST 1x 1'SCHEDULE,0'CDP ANGLE MIDI SPANA 13 3o a►wort NNa Leeaw�o PE THE NTS 13 ANNCNHOR SCHEDULE G ANY ANCHORo#14x3/4'TEx 15 @@/ SILL SCREW OR I/4-20 ear TO END 31 z (OUTSIDE) 15-2338 - QIP' USE(1)BOX LOCK AT 1/3 PAG �"lDN. SPAN TO 2/3 SPAN FROM _ BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE � CC2 DETAILS WO/CORNER POSTS=goo MULTIPLE SHUTTER ASSEMBLY (� 93 • NTS ,aSCALE:3"=1'-0" 1 ALUM. TUBE ``11111 I I I I)I P PEOE06165A9NNARDO,P.E. 2 FASTENERS 6063-T6 ALLOY - �� EACH ANGLE SEE TABLE A FOR SIZE. RE CONNECTION TYPE � �\ REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX STRUCTURE l,,• VVC 9/. 1"x 2.'x 1/B" SPACING OR 2"x 2"x 1/8" CI CONNECTION TYPE 1/4-20 1.04 E 0 / ALUM ANGLE o REFERENCE 54 ANCHOR w/NUT(�12";O � 6 THREE 3/16"B 13 SCHEDULE FOR MAX 014 SMS( 6:'0 C o SPACING 1/ (TYP.T�-*bOTTOMI �_ N ALUM < POP RIVETS 1/ �•• OR o 17 I I ALTERNATE THRU BOLT r ��AO�R70 THREE 012 SMS, 3/16"m ALUM POP � C1 CONNECTION TYPETYP �N ( ,, OR ]LL mNd 17 RIVET OR 012 SMS _! REFERENCE ANCHOR (����{O`' gyp (A 18"O.C.(TYP.) 1: SCHEDULE FOR MAX. pp WOR '/_IJ�QNAL W TAKEA(on) 1� SPACING FOR p/Tlllllllll T U I �L w PRESSU���OWABLE LTM1/ MAY USE MALE OR II I w�Z"1 �Q pamot PSF 2rWV Ngo B/0� FEMALE LOCK-SLAT] A L 1 13 r �¢ ZX''1 L 1 &FOR HNI2 ?¢Z4 wW AnNp F3wb 13V isr13 62 L_ GLASS O,x ^ FOR MIN. x ¢ U W x i n 124 ]79" CC3 TYPICAL CORNER CLOSURE DETAILS _-I �\ OR DOOR SEPARATION a= w a m w ci W 82 119' 172' NTS q E r F" b W 92 114• 165' ALLOWABLE BU SPAN (TERN 'gyp SCHEDULE FOR ATE' 6 OR O 1201102 Ila' 6T TABLE B(a4) ALTERNATE THRU BOLT NIIIDOY7 MOUNT F \\ 0R 150 / C5 CONNECTION TYPE (DETAIL F) 0 N 9T 131" V'�OW�'E LBKRM REFERENCE ANCHOR p ^ 2 88' 114' ri12'k1/8' 3Yi�t1B/O SCHEDULE FOR MAX. MAX DEIGN I ^ d PSF WITH 8W WITH 6Pµ pR�wBE Cl CONNECTION TYPE 1/4"MAX FROM PIN .Mr 117' 166" 13AN. xRESS PSE REFERENCE ANCHOR _ 1 GUIDE TO BUSHING 62 SCHEDULE FOR MAX. F- - WASHER(TYP 1 Y 1211N. •/•31.1 PSF SPACING G LL 72 SOT 1ST 1181N. -/•31SPSF 62 101' 14T -II j I� 14x3/4"SMS(m 9"0 C Na p n 92 95, 139" SIS IN. x/-32.7 PSF =-- ANGLE TO TUBE CONNECTION m e 1121N. r/-33.6 PSF G w j 102 90• EXISTING 2"x 2"x LU p 1101N. ./34'2 PSF CONCRETE, EMBED. 6063-T6 ALUM.TUBE zV-w 120 87' 122' 1071N. /-353 PSF: 199 74' 109" 1O51N. x/-35,9 PSF! BLOCK OR 5 CONNECTION TYPE F U WOOD FRAMIG REFERENCE ANCHOR E f 200 64• gp 103 M. r/d65 PSF SCHEDULE FOR MAX. 1-1/2"MIN FOR CONCRETE 101 IN. /-37.3 PSF SPACING c o OR BLOCK AND 3/4"MIN 99 W. /-38.0 PSE ,. E 3 g Foa wood 25 IN. +/-39.6 PSF Cb ALTERNATE BUILD OUT MOUNT SECTION a FASTENER Cm 18"0 C. �W' v SCALE 3"=1'-0" r` R :USE ANY ANCHOR SHOWN 891N. :x/ 23 PSF p IN ANCHOR SCHEDULEI. 861N. I/43.8 PSF O o 831N. 'r/-45A PSF DS IN. x/•465 PSF ACCORDION SHUTTER w M IN. '/-483 PSF PER PRODUCT APPROVAL m MIN. x/ 9.5 PSF r¢ . . 711N. x/.50.9 PSF j w 3/16 RIVET OR 012 2'x 2"x "Al 72 1A r/-52.3 PSF APPLICABLE AT 090"6063-T6 70IN, w/•53.8 PSF ■■ SMS 18"O.C. OR ALUM.TUBE TYP AND/OR BOTTOM a m e 1/4-20 NUT 8 BOLT 17 681N, ♦/-55.4 PSF(TYP.). 3/16-0 ALUMPOP 2OR 3SW661N. x/•S7.0 PWALUM. TUBE RIVET OR 012 SMS 6063-T6 ALLOY (G 18"O C.ITYP FOR p51N 2"x5"x1/8" NTAF- j7SEE TABLE B 7301/2'MIN.2FASTENERS xCONTNUOUSFORSIZE. 4 2'x 3'x EACH ANGLE ALUMINUM ANGLE �x 2.17$"1"x 2":.093" OPTIONAL ANGLE &FOR HVR2 N s.. CONTINUOUS OR 2"x SEE TABLE 2 O 0 6063-T6 ALUM THREE 3/16"0 ALUM. 17 ORIENTATION TYP. 7 GLASS F X p z m 2"xV.xCONTINUOUS 1" 6 ANGLE,TYP POP RIVETS OR OR DOOR A --c" 0:¢¢ 6061-T6 ALUMINUM 17 THREE 012 SMS,TYP. TO CLA55 L ANGLE 1•'x 2"x 1/8" u'^ 72 /1T.. 0.9'MIN.THICK 6061-T6 a OR 2'•x 2"x v8.. AWM TRACK FASTENED A 9 t3 ALUM.ANGLE ANGLE FASTENED TOTO ANGLE WITH 1/4-20 f R o u 1 t EXISTING 3 KSIMACHINE SCREWS AT 3' �101 � USE MALE OR FEMALE CONCRETE HOST COPFRaR FUNK L N94WDO PE. LOCK-SLAT) 56 C4 CONNECTION TYPE FROM ENDSAND9'D.C. t3 REFERENCE ANCHOR STRUCTURE WITHFOR THE BALANCE 15-2338 SCHEDULE FOR MAX. Y."0 ELCO ULTRACONS PACING AT 3'FROM ENDS AND EXISTING CONCRETE suu� 012 x71/2GALV1,,NIZEDr (OUTSIDE) DOE DI T- 4"O.C.FOR BALANCE MOST STRUCTURE(3000 PAAW DeBaInRON:ORS "0 ALWITH IV MINPSI MIN) CC4TYPICAL CORNER CLOSURE DETAILS POP RIVE , /4-20 E CLOSURE OPTIONS EMBEDMENTAND2Y2' SEE TABLE C FOR MAX SPAN AND PRESSURES NTS MACHINE BOLT&NUT SC AIE�3".1'-0'. EXISTING CONCRETE, MIN EDGE DISTANCE, to 18"O.C. BLOCK OR WOOD FRAMING STAGGERED WITH 3' -9 - EE INSIDE SILL MOUNT SECTION MIN.SPACING,7YP.O BUILDOUT EKITS SCALE SCALE 3"x 1'-0" UO FRANK L.BENNARDO,V.E. ON TYPE ANCHOR EXISTING 0 Z FOR ASTM SCHEDULE POR MAX. STRUCTURE ````�11)1 I1 /p�0A6568 FOR&UK ESSENTIAL SPACING GLASS ¢ > GLASS EADjITIES 5"MAX 1/4-20 MA i�I ESSENTIAL a 4 C1 CONNECTION TYPE C FA RIP O E TABLE 4 W w W/NUT L.OR OR DOOR W u u— OR DOOR $FOR H`MZ w m REFERENCE ANCHOR C�I4 SEE TABLE 4 H-uN r w>? SCHEDULE FOR MAX N14 SMS QQ A+0.0 No PE00 6549 _ h FOR H%IZ a Z m SEE TABLE 2 r N O o SPACING /2•. (TYP TOP_B.�OTTDM) -_ SEE TABLE 2 FOR MIN. 13 _ 'k I� FOR MIN. 13 y=i w a O SEPARATION SEPARATION N TO GLASS o_ .' g• x 1/4"-20 THRU BOLT W/ TO GLASS Q 0:"' Cal X ki %p STAT 8Z M12 z 1/2"SMS 12"O C. Z Z mLOCK NUT Cal 12"O C.OR £r m OR 3/16"0 ALUM POP a a Q o �OR�OR R '1'1 M12 x i/2"SMS 12"O C E SL7 £ 'RIVETS(86"OC OR 1/4"0 �� w OR X151''•�� ti '051 OR 3/16-0 ALUM POP w x r ALUM POP RIVETS C8 12"0 C a S S/ N A w RIVETS C8 6-0 E S. \ .�£ // ON p = OR 1/4"0 ALUM.POP RIVETS / N 11 AND FOR A Fmlll I 1 1 W U g C8 12"O.C.E.S. ASSEMBLY ESS1:HtIu 13 r o 0 /� ayT MAX.FROM PIN 1/4"MAX.FROM PIN W ¢ UQ �Q W�Itl�'� O9 AND QO / GUIDE TO BUSHING 1/2 TYP. GUIDE TO BUSHING FA I TI r N O Zk pt m =r WASHER(TYP) o WASHER(TYP.) SEE TABLE 1 0=2 u^ ^ M,p CT ASSEMBLY m _ GLASS k FOR HVHZ N O M WW 0 W / 1/2" 1/2"TYP EXISTING CONCRETE w 4 CONNECTION TYPE OR DOOR SEE TABLE 2 v BLOCK OR WOOD FRAMING FOR MIN. a w Q¢ ; a=w EDGE REFERENCE ANCHOR / SCHEDULE FOR MAX SEPARATION £ 4 r w w 3 CONNECTION TYPE DIST. TO GLASS o w w REFERENCE ANCHOR SPACING AS SHOWN a ,p0 / EDGE SCHEDULE FOR MAX 4 CONNECTION TYPE IN DIAGRAM ON PG.10) / DIST. REFERENCE ANCHOR SPACING AS SHOWN w _ 'nI / SCHEDULE FOR MAX r 3 CONNECTION TYPE IN DIAGRAM ON PG.10) SPACING ALT FASTENER p �R 6 R YYYfGGGJJJ REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND w O SCHEDULE FOR MAX. BLOCK OR WOOD FRAMI BACK ANCHORS NOT REQ'D O 1/4'"MAX.FROM PIN / SPACING ALT FASTENER WITH THIS LOCATION 2 3 \ Cl CONNECTION TYPE GUIDE TO BUSHING w LOCATION FRONT AND WASHER ITYP.) / \ ® REFERENCE ANCHOR � / 1/G"MAX FROM WITH THIS LOCATION REQ'O Og INSIDE MOUNT SECTION SCHEDULE FOR MAX. 1® 3 PIN GUIDE TO SCALE.3"=1'-0" SPACING BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE TIANCHOON PR F8 (TYP.) SCHEDULE FOR MAX. wa SCALE 3"=1'-0" NOTE:FOR DETAILS A,B,D,AND E ON?MIS SHEET, EXISTING CONCRETE, SPACING / BLOCK OR WOOD FRAMING EMBED. o$ / THE BASE TRACK MAY BE INSTALLED IN SECTIONS WITH 1/4-GAPS,PROVIDED THAT EACH SECTION HAS CO BUILD OUT MOUNT SECTION m` / AMINIMUM OF TWO SETS OF ANCHORS AND IS A TYP. BOTTO MINIMUM OF 12'LONG THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE 3-=1'-0- g F USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING E OVER THE GAPS BETWEEN SECTIONS (, ,...,. XISTING EXISTING CONCRETE, STRUCTURE E BLOCK OR WOOD FRAMING EDGE DIST 4 CONNECTION TYPE C2 CONNECTION TYPE W/EXTRUSION 2 a $ EMBED i CONNECTION TYPE REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE W/EXTRUSION 1 R REFERENCE ANCHOR w SCHEDULE FOR MAX REFERENCE ANCHOR y is SCHEDULE FOR MAX. m SPACING SCHEDULE FOR MAX SPACING AS SHOWN w 5 6 SPACING LO, IN DIAGRAM ON PG.10) 1416 1/2., &RO gg 1/2" W w v'.'' 3 4 r W m W I J GLASS �< w OR DOOR 13 S FOR HVHZ r =0 0 w r w 0 N 1/2" w� M12x1/2"SMS(812FORAMN. = Zu^ FOR rWOo4 w - O C OR 3'* 0) ALUM In _ AA W W r u m SEPARATION O ur 13 �__ rw7o� POP RIVETS(A 6"OC. Q Oam DGLASS OOR OR kFOR HYH2 =FZuw �¢¢�¢ FOR T r N=o O OR 1/4"0 ALUM.POP a Z N u fi GLASS f EE 13 Sy ZUW RIVETS 0812"O.C. £ OuNr FOR MIN. XZ ZM L 4 FOR N O N u SEPARATION a w a s OR DOOR "'JH SEE TABLE 2 X z o z m TO GLASS £ N r !! F a J¢a a 1/4"MAX.FROM PIN 1/4-20 S.S.MACHINE £ M 4 r O7 AND OB a ry SCREW 8 NUT(8 GLASS cul ASSEMBLY 1/2" 1/2 GUIDE TO BUSHING@@ GY 12"0 C a TYP. WASHER(TYP) 1/4"MAX FROM PIN m o 0 1/4'MAX.FROM PIN } X w 4 CONNECTION TYPE 1/2" GUIDE TO BUSHING t £ GUIDE TO BUSHING tOOR 2O WASHER(TYP) 333 er a WASHER ITYP.1 EDGE REFERENCE ANCHOR ! d a 5 6; EXISTING CONCRETE, DIST SCHEDULE FOR MAX C2 CONNECTION TYPE W/EXTRUSION2 carnalRmAlMls9woora H£ m BLOCK OR WOOD EXISTING CONCRE 4 CONNECTION TYPE IN DIAGRAMONON PG SHOWN0) RE REFERENCE CONNECTION ONCTYP W/EXTRUSION X11 _ FRAMING BLOCK OR WOOD FRAMING 15-2338 REFERENCE ANCHOR SCHEDULE FOR MAX. _ t ®x03"x 1/4"CONT 4 CONNECTION TYPE #12 x 1/2"SMS Cal 12" SCHEDULE FOR MAX. SPACING �� 6063-T6 ALUM ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT FASTENER EXISTING CONCRETE, P�0111504PTLONN (MAY BE REVERSED LOCATION FRONT AND SCHEDULE FOR MAX. POP RIVETS[a1 6"O.C. BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING AS SHOWN DASHED) SPACING OR RIVETS ALUM P WITH THIS LOCATION RIVETS Cd 12"0 C 93 Op WALL MOUNT SECTION E CEILING / INSIDE MOUNT SECTIONO WABUILD OUT SCALE 3-=1'-0" SCALE 3 1'-0- MN— SCALE( :3"=1'-0" FOR ASTM ESSENTIAL `\\\\11) TTI 0006549 NARDO,V.E. FACILITIES SEE TABLE 4 t EXISTING �\ FOR HN. SEE TABLE Z IA ALT LEG DIRECTION MACHINE `��P`.•' Ny •�-Q r'L z STRUCTURE 4C �pFxT(�"Q GLASS OR MIN.SEPARATION TO MACHINE OR GLASS 13op n (2)6063-T6 ALUMINUM BOLT W/NUT 4 DOOR 0:w r ANGLES PER BEAM ENO, (M 12"0 OR No X0046 9 ' o= „ I SIZE PER SPAN TUBE r w o 1/4"0 ALL .I SCHEDULE M14 x 3/4" Q Q POINTS SOLID - SMS 6"0 C SPAN TUBE SCHEDULE ''nn ?w Q o SET ANCHORS -- SPAN TUBE U SON J WITH 7/B"MIN NUMBER OF N w 0. ALLOWABLE TUBE NUMBER OF txrNwsnx/ N z EMBEOME NT IN _ _ PER DESIGN gpµ THRU-BOLTS EN61.b M E I X CONCRETE OR ACCESS HOLE SCHEDULE TUBE SHUTTER ANGLE iRID F nt F 0: N BLOCK,3"MIN S� SPµ t- w SPACING AND m TOP BOTTOM TOP BOTTOM TOP BOTTOM 769 LL7 u- 2 j o 3"MIN EDGE 7118E TUBE TUBE TIlE TllE TILE TUBE/f f 1 t �Z X DISTANCE. a z� 80• 1236 1365 2 2 2 3 c r ZW Dui U� x n 0 0.126• %' 101.r 10ar 2 2 3 3 r r O, 3"MIN. '~ 1416 m w 123' 80.7 64.P 2 2 8 3 T r Z X p m g r ED DIST __' 60' 120.1' 167.0' 2 2 2 3 r r /2'. N, FOR ASTM ESSENTIAL FACILITIES 13 N o 251811 05 111.8' 124.1' 2 2 3 3 r r_ WW I {_� 1 TABLE 4&FOR HNZ SEE a z 0.125 x w 1/4"MAX FROM PIN GUIDE 123' 102.0 100.8' 2 2 t 4 70' 10• (A £ 1" TABLE 2 FOR MIN.SEPARATION w o w s i w TO BUSHING WASHER ITYP.1 GLASS 0. 60' 138.0• 106A' 2 2 3 3 r r 00: OR DOOR TO GLASS N m m 21t8'k 06' 122.r 166.r 2 2 3 ♦ r 75 o W w TWO 1/4"0 WOOD 1/4"0 THRU BOLTS 0:Q 0.125 b T= LAG SCREWS La 24" Fw� 123• 116.4.1 137.6• 2 3 4 6 15 13' ,yD _ SEE BEAM 0 C MAX WITH 2'• O 6D' 168.1' 2A0.0' 2 2 3 1 r 10' THREADED PENETRATION 3"MIN. SCHEDULE FOR w j 7k101: 0B• 1♦O.5 720.0" 2 3 4_ 6 10' ED.DIST. - EQUIREDMBER 0.1676' - .. "T"INTO CENTER OF STUDS N 123' 132.7 203.7• 9 ♦ 5 6 EMB."T' 14 SMS(m MIDSPAN BETWEEN 416 1/4"MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: �^ A STUDS FOR TRACK TO 1"x 4" TO BUSHING WASHER(TYP) 1. USE 2x3 xl 4 R x xl 4'ANGLES FOR 2"x5'&2'x6"BEAMS. I ti 1/4"0 ALL 2. USE 2'x5"x1/4'ANGLES FOR 2"x8'&2'x10'BEAMS. PLYWOOD L. TUBE CONNECTION POINTS SOLID �^ 3. USE BEAM SCHEDULE FOR DETAIL J. STUCCO FINISH 1"x 4" 125" SET ANCHORS SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN W_.8, 6063-76 ALUM.TUBE WITH 7/8"MIN - I' SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED fn EMBEDMENT IN - TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. q THIS DETAIL TO BE USED WHEN STUD SPAUNG CONCRETE OR 1/4-20 MACHINE BOLT S. SPAN TUBES MAY BE USED IN MID-SPAN CONDITION WITH In ails M EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING BLOCK,3"MIN W/NUT(m 12"0 C SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN o.� 0 SPACING AND 3" I A 6063-76 ALUMINUM ANCHORS,TUBES ANG 5 AND BOLTS WITH THE (INCLUDING HUTTERS AN TAKEN ir � Iw. m� MIN EDGE 'I'- ANGLES PER BEAM END, OR NU x 3/4"SMS(dl O WALL MOUNT SECTION THIS DETAIL MAY DISTANCE SIZE PER SPAN TUBE 6"0 C AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. �ALSO BE USED SCHEDULESCALE 3"=1'-0" EXISTING 6. LAP BEAMS ARE NOT ALLOWED.AT TOP ACCESS HOLE STRUCTURE AL7 LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. E a,EMBED. MAX DESIGN LOAD=s 72 PSF .EOBEAM SPAN SECTION -GLASSJ SCALE:3"=1'-0" FOR ASTM ESSENTIAL i ' FACILITIES SEE TABLE 4 dt OR DOOR FOR HWZ SEE TABLE Z m u EXISTING WOOD FOR MIN.SEPARATION TO z TRUSS OR RAFTER 1/2" 3 1/2 CLASS Q a (n1 24"MAX.O.C. -1/2'1-1/2' E w EXISTING FINISH i I I b MATERIAL , ,I s �! i, e8888 1/4"MAX FROM PIN GUIDE o 1"x 4"x 1/8"6063-T6 r�' „ », w 662 u, 5 6 TO BUSHING WASHER ITYP.) Inn q ALUM TUBE W/THREE 0: 0: € 1/4"TILE(7 VP) 1/4"0 WOOD LAG i� i� \ w TE FINISH MATERIAL SCREWS WITH 2-3/4" 3/4"PLYWOOD MINIMUM THREADED / PENETR."T"IN WOODJA m 1/4"0 A325 GRADE THRU BOLT A 7"0 C ep 0 EACH RAFTER OF TRU A OR S/16R 5525 GRADE THRU BOLT(al 12"O.C. 24"0C MAX WHERE5 6 i 6g5 .1 TUBE EXTENDS BEYO1t ZEN1/4"0 ElCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE TMNOEMB/LAG SCREWOOD Ccb 0 42070 055.7/B NEXT TRUSSTUBE TO / o SCREWSOWIDALUM TH 2G3`REENN1/4 20 S S MACHINE S13 = x= MINIMUM THREADED12'"O C IN BETWEEN Tr z 15-2338 EXISTING CONCRETE. WITH 1/2"0 ACCESS HLs- PENETR."T"IN WOOD 9 ` HOLLOW BLOCK OR 2"x 5"x 1/8"CONT BACKSIDE OF TUBE OR Xz Z m EACH RAFTER OF TRUSS, W LL•WOOD FRAMING SEE ALUM ANGLE(6063-T6) (A 6"O.C.MAX.IN BETQ'� Q _ ANCHOR SCHED BASED a 24"0C MAX WHERE rA♦u DBG1LVTION: ON T Y PE OF STRUCTURE ANGLE EXTENDS BEYOND - E Q LAST TRUSS MORE THAN E , EXTEND ANGLE TO (MAX DESIGN LOAD:72 P6" .S F 1 IMAX DESIGN LOAD x 72 P.S F 1 NEXT TRUSS PASS THRU DETAIL OH SCALE 3"=1'-0" O TRUSS MOUNT SECTION x SCALE 3"=1'-0" O L MEIIIAR00,P.E - DOOR FOR ASTM ESSENTIAL FACILITIES SEE TABLE No GLASS OR z GLASS OR 4 k FOR HVHZ SE 1 1 * EO�65 DOOR 7- DOOR m TABLE 2 FOR WIN. FOR A&IN '00. -FOR SEPARATION TO GLASSit F m --- --- --- ---- w O w O w 7 1- I I OT••'. ST T AM I FOR N - T I t FOR ~w Fut 2 - I 1 i •,.A, �j{ Z J a Z m W 7 m =N Q I 1 /i V" Ou^ 2 FOR MIN 2'ON WIN GLASS X GLASS I Z 13 2 O IA L" /N2 W u� SEPARATION TO o VI N O SEPARATION TO Ul N N ~O T IS ///O n f= m i o J a RADIUS HEAZI DER MOUNTED 1j ><� x 13 z F a t3 a J¢= Cl CONNECTION TYPE u Ix PARTIAL ELEVATION a <w =b w 7� E O N REFERENCE ANCHOR G U1 .0E �m �, SCHEDULE FOR SCALE: 3'= 1'-0' ZX C1 20 ul 28 Q< $PACING `' 250" ll.lW o„w_pi .250" 250" N N �w 1/4"0 TAPCON(b 24" C6 CONNECTION TYPE w 8 cc w O C WITH 1-1/4" MIN REFERENCE ANCHOR M e� O w W EMBED SCHEDULE FOR MAX O- / SPACING w C1 S EXISTING CONCRETE OR EXISTING \ BLOCK ONLY.WOOD / I STRUCTURE .. \FRAMING&WOOD ANCHORS EXISTING HOST STRUCTURE O n OT ACCEPTABLE w --- n 'N / EXISTING FINISH \ OO WALL MOUNT SILL DE TAILMATERIAL umEi 1/4"MAX.FROM PIN ' SCALE:3"=1'-0" _/� GUIDE TO BUSHING ^SI DIST \\ O DECORATIVE FLOOR TRACK DETAIL ( Rl @o UT IN 4"INTERVALS WASHER(TYP 1 \ SCALE 3"=1'-0'. O FARM U E(SEE N i b ORECESS SILL DETAIL DETAIL FOR ADDITIONAL SCALE 3 1'-0" \ INf01 TY TOP 8 BOTTOM FASTENER(A EACH 4"CUT SEE ANCHOR SCHEDULE BASED 1/4"MAX FROM ON C4 CONNECTION TYPE TO a �r>me„ ,ra, zm PIN GUIDE TO VERIFY ANCHOR SPACING q1;u S" g ' IS ACCEPTABLE 13 v v r v v r o o Fo m S BUSHING WASHER (TYP) 00000 � �c-�' IBES . � � F °V' tnurtPo� $I�rc "' E S 7 \� LA/ o vrrvvv c � ¢ �g � FF TYP. BOTTOM ' "' ID 1/2" TO BUSHING WASHER(TYP) O EXISTING W/NU MACHINE BOLT S STRUCTURE =CUT AT INTERVALS T�2 O C EXISTING FINISH FORM CURVE(SEE DETAIL P�®I MATERIAL 1 CONNECTION TYPE REFERENCE ANCHOR a 5 dI SCHEDULE FOR MAX 3Q EE LL SPACING(FASTENER ff 1"x T3e T6"8 M @ EACH 4"PIECE SS 6063-T6 ALUM ANGLE CUT TO p 1"xt"x1.8"=t"x2"x t.B" 6aaa0a 4fi844F ATCH AND PROVIDE SUPPORT 6063-T6 ALUM ANGLE CUT TO Op CURVED TRACK SECTION DETAIL CUT SHUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT SCALE:3"=i'-0" ONT AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS yONT OF EXTRUSION IS FRONT AND BACK WHERE / !�s!dif NTINUOUS,REINFORCEMENT FRONT OF EXTRUSION IS P2 NOT RE OUIREDCONTINUOUS REINFORCEMENT P1IS NOT REQUIRED. °0 00PPROVED MOUNTINGONDITION,MIN OF TWO PER MB APPROVED MOUNTING i- IECE PE[EITION,MIN OF TWO PER -�� LCPfR90{RNrL®WIOOPE PPROVED FASTENER AND APPROVED FASTENER ANDiS-2338 SPACING WITH A MINIMUM Of SPACING WITH A MINIMUM OF P TWO FASTENERS PER CUT TT EOE FASTENERS PER CUT PAGE DESCRX.M0N: TYP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS 93 • P1 SCALE:3'- V-0' P2 SCALE:3'r V-0' -- O� --- FRAM(L.SENNARDO,P.E. ANCHOR SCHEDULE: CONCRETE „III 0PE0046549 2 z S ITYP) 2 x 5(M OUTSIDE ����� 2.3"MIM EDGE DISTANCE TOP FLANGE ANCHOR(SEE SPACING L•,• / SECTION X) ; e, 'Sr LOAD `Scans U°To V-0" 5°ans up 70 8'-8" Scans UO To 13'-0" O QJ.'• LICE14 r CONN TYPE CONN TYPE CONN TYPE ANCHOR (� Cl C2 C3 C4 CS C6 Cl C2 C3 CA CS C6 Cl C2 C3 a CS C6 * NO PEOD465g9 .O 1/4"ITW TAPCON OR ELCO 48 16.d'16.0 16.0"16.0"16.0"16.0"16.0"16.0"10.S"10.0"16.0'13.0"15.5"16.0" 6.5" 6.0 9.51' 9.0" O O O - - ULTRACON WITH 1-3/4" 62 16.0'16.0"12.5"12.0"116.0"114.S"16.0"16.0"18.0" 7.0" 13.0'10.0"11.17'10.0" S.0" 4.0 6.0" 7.0" - * 'D 1 x S ITYP. 3 OR O4 HEADER LL - O EMBED(3192psi MIN CONIC) 72 16.0"16.0"10.0" 9.5"116.0"112.S"IS.S'16.0" 6.S" 6.0" 9.5" 9.0" 9.0" 8.0" 4.0" 5.0" 6.0" 1 x S @ INSIDE - a BOT FLAN E ANCHOR(SEE SPACING 110 14.5"14.5' 6.0" 5.5" 8.5" 8.5" 9.0" 7.5" 4.0" 4.5" 6.0" 7.5" 6.0 5.0" SECTION X) :'� ,37ATE OF ► UJ m _ _200 7.5 6.0 5.0 7.5 6.0 5.0•' 7.5" 6.0" 5.0 SIDE CLOSEST TO OPENIN lr CORID)1 WITH �EMB1/4'MLLI!NltJM ED 75p1 62 16.0 16.0"13.0"12.d'16.d'15.5"16.0"16.0" 8.0", 7.0" 12.d'11.0"10.0" 9.0" 5.0 4.0 S.S' 7.5" ��NAL ENG 11, "� 5, MIN CONCRETE) 72 16.0"16.0"10.5' 9.5" 16.0"13.5"14.5"14.5' 6.5" 6.0" 9.0" 9-S' 8.5" 7.0" 4.0 4.5" 6.5" NOTE "S"INDICATES ANCHOR SCHEDULE SPACING //1111141" 11� ZW OW x, 110 13.d'13.17' 6.0" 5.5" 8.0" 9.0" 8.0" 7.0" 4.0" 4.S' 6.0" 6.5" 5.5" 5.5" rn n a w �'u SPACING DIAGRAM FOR Cl CONNECTION TYPE: 1J•L 200 6.S' S.5' S.5" 6.5" 5.5" 5.5" I.S. 5.5" 5.S• - Cl CONNECTION TYPE USING PIECE©OR (D Z� 0.,cc w 1/1"ELM CRETER.EX SS4 48 16.0 160'16.0"16.0"16.17'16.0"16.0"16.0"16.0"15.0"i 16.0"',16.0 16.17 16.0 10.0 8.5 12.5 14.0 ,` a:" EE W/2"EMBED(3350psi MIN 62 1617'116.0"116.0"116.0-16.0"16.0•'16.0"16.0"12.0'10.5'16.0'•16.0"14.5'13.5 7.0 6.5 8.0 11.0" N WU.I u"'w zu CONC) 72 16.0 16.0 15.5 14.5 16.d I6.d'16.17 16.0"10.0" 8.5 12.5"14.0"12.0 10.5 6.0 5.0 6.5" 9.5" 3�' U 7 /§rl COMBINATION dzw y 110 160'116019.0' B.0" I1.S'13.d'12.17'30.0" 6.0" S.0" 6.0" 9.0" 10.17' 8.0" 5.0" 4.0" 5.0" 8.0" 2 x 5 TYP.1I �� 11 / COMBINATION VW200 30.0" 8.0" 5.0 4.0 5.0" 8.0" 10.0" 8.0" 5.0" e.0" 5.0" 8.0" 10.08.05.0e.05.08.0o w1-MIN EDGE DISTANC! 9 / COMBINATION MCl 1/4"ITW TAPCON OR ELCO Cl C2 C3 C4 C5 06 Cl C2 C3 CA CS C6 Cl C2 C3 CA CS C6 O J ULTRACON WITH 1-3/4" 48 16.0"16.W' 7.5" 7.S' 16.0" 7.5"116.0-116.0" S.0" 4.S' 16.0" 5.5" 15.d'15.5 9.5" EMBED(3192P51 MIN CONC) 62 16.0"16.0" 5.5" 5.5" 16.0" 6.0" 16.0"16.0" 12.5" 4.0" 10.5' 9.5" 6.0" BED(3192ps1 MIN CRC) N 1 16.0"16.0- 4.5" 4.S' ILS" 5.0" 1-sr" 15.5' 9.5" 9.0" 7.S rs 110 14.0"14.d' 8.5" 8.5" 7.5" 4.5" 7.0" 6.0 1 x S TYP. 2 x S ITYP 1 200 7.0" 6.0" 7.0" 6.0" 7.0" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. N 1/4"MIL ENWM MILLFAST 48 16.17'16.0'13.0"13.0"16.0"13.5"16.17'16.0' 8.0" 7.S' 16.0" 9.5" 11.5"31.5. 1.5" 4.0 7.0 6.5 w WITH 1-3/4"EMBED(3275psi 62 16.0"16.17' 9.0" es" 16.0.10.5"14.0'15.0" ss" s.o^ 9.5" z5' 8.D" 7.5" 4.s^ s.o" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: 's, MIN CONCRETE) 72 16.0"16.17' 7.5" 7.0" 16.0" 9.S' 11.5.11.5' 4.S' 4.0" 7.0•' 6.5" 6.5" 5.5 4.5" - C3 CONNECTION TYPE USING PIECE WITH OUTSIDE �aI g, } 7�Y11► ISD 10.5"10.5' 4.5" 4.0" 6.0" 6.0" 6.5" 5.5" 4.0" 5.5" 4.5" ANCHORS ONLY m 200 5.5" 4.5" 5.5 4.5'• 5.5" 4.5" - C4 CONNECTION TYPE USING PIECE (M OR © WITH �o.�'n O P U 1-1/4"MIN EDGE DISTANCE OUTSIDE ANCHORS ONLY 1/4"ALL-POINTS SOLID-SET z m ANCHOR SS MACHINE SCREW 48 16.0 14.0" 106 16.0" 0" 30.5'I1& 3 S' 3.S' 6 5" 4 5" ANCHOR NOTES: u ANCHOR M 7/8" E SCRBED B 3 S„ 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING NCHOR SPACING 1O 2:Z S (3000ps1 MIN CRC) 16.0" S.S' 16.0 7.0 10.5 11.0 3.S' 3.S' 6.5" 4.5" 6.0 5.5 3.0 3.0" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE •'ll� 110 10.0" 3.0" 6.0•' 4.5' 6.0" 5.0" 3.0" 3.0 5.0" 4.0" LIMITED TO THOSE SHOWN IN TABLE i OR 3 AS APPLICABLE(Pg 1). 200 5.0•' 5.0 4.0 5.0 1.0 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, a o g 3"MIN EDGE DISTANCE ApNNCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v R ANCHOR W/ALL-POINTS7 8 EMB D& C3 C2 C3 C4 CS 06 Cl C2 C3 C4 CS I C6 Cl C2 C3 C4 CS C6 THAN OR EQUAL TO SHUAL TO NEGATIVE EUTTER SPAN. SIGN LOAD ON SHUTTER AND SELECT SPAN GREATER 1/4-20 SS MACHINE SCREW 46 16.0"16.0•'16.0"16.0'16.W'16.0-116.0-116.0"114.0"113.0"116.0"16.0 16.0 16.0 8.S'�4- 7.5" 5' ll.d'12.0" (3000ps1 MIN CONC) 62 16.0"16.0"16.0 15.0 16.0 16.0 16.0 16.0 10.0 9.0".15.0 13.5"12.5"11.5" 6.0" 5" 7.0" 9.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 72 16.0"16.0"13.0 12.0 16.0 36.0 16.0"16.0" 8.5" 11.0"1.12.0"IO.S' 9.0" 5.0" 5" 5.5" 8.0" 4. EXISTING STRUCNRE MAYBE CONCRETE,ASTM C-90 HOLLOW CONCRETE -' 4-D 110 16.0"16.17 8.0 7.0 10.0 11.0 10.5 9.0 5.0 4.5 5.5 8.0 8.5 7.0 4.0 3.5" 4.S' 6.5" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 200 B.S" 7.0"14.0-13.5" 4.5" 6.5"1 8.5•' 7.0"14.0"13.5"1 4.S" 6.5"1 8.5" 7.0" 4.0 3.5 4.S' 6.5 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4'POWERS SS DROP-IN 2-5/8"MIN EDGE DISTANCE CONNECTION TYPE. W/1/4-20 SS BOLT AND Cl I C2 I C3 I C4 I CS I C6 I Cl I C2 10 1 G4 C5 06 Cl C2 I C3 I C4 I CS C6 ^.. t 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE b F� LL 1"EMBED(3000ps1 MIN 48 16.0"16.W.16 0"16.0"16.d'16.0'16.d'16.0 10.0" 9.5 16.0 13.0"12.0"12.5" 6.0" 5.5" 7.5" 9.0" ONLY. `b fi L CONC) 62 16.0"16.0"12.0"11.0"16.17'14.5"15.0"16.d' 7.5" 6.5 10.0 10.5" 8.5 8.0" 7.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED �$ bbEE }3/2"MIN EDGE DI 9.0" 7.0" 6.0" 6.0•' b 9.5-119.0"116.W'112.5"112.0-112.Y'16.0-15.5--17.5" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT A 72 16.0"16.0" q q 4 'Nr 110 LIZ'11.0" 5.5" 5.0" 6.S' 8.5" 7.0" 6.0" 6.0 5.5 5.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER �Y$f 5.0 5.5 5.0" FINISHES. �1J 1/4"POWERS SS DROP-IN 200 5.5' S.0" 5.5 STANCE 7, WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS - - W/114-20 SS BOLT AND Cl C2 C3 C4 CS C6 Cl C2 C3 C4 C5 C6 CI C2 C3 fA CS C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 1"EMBED(3000psi MIN 48 16.0"16.0"116.0"116.W'116.0"116.0"116.0"16.0 11.0 10.0 16.D 14.0 13.0 13.0 6.S' S.S' 8.0" 9.5" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR •� CONIC) 62 16.0 16.0 13.d 12.17'16.0"15.5"16.0 16.0" 8.0 7.0" 10.5"11.0" 9.0" 8.0" S.W. 5.0" 7.S' SIDE CLOSURE PIECES. 72 16.0"16.17'IO.S' 9.S' 16.0"13.5"13.d 13.0" 6.5" 5.5 8.0 9.5 7.5 6.5 6.5' 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 8 110 12.0 11.5" 6.0" 5.5 7.0 9.0 7.T' 6.5" 6.5" 6.0" 5.0" 5.5' SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4" 200 6.0" 5.0" 5.5 6.0" 5.0" 5.5" 6.0" 5.0" 5.S' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL HAVE PHILllPS PAN HEAD OR HEX HEAD. "I 2"MIN EDGE DISTANCE 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN A� �z t12 SMS W/2"EYEWALL CI C2 C3 C4 CS C6 CI C2 C3 C4 CS C6 Cl C2 C3 1 C4 CS C6 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER f;WR[aRRVMlL83NVm0 PE ARMOR INSERT W/2"EMBED 48 16.0-126.0-113.0-113.D'16.0"13.5'16.0"16.0" 8.0" 7.5' 16.0"19.5" 14.5"15.17' 5.0" 4.5" 9.0" 6.5" HEAD(SIDEWALK BOLT),U.O.N. 15-2338 (2000PM MIN CONC) 62 16.0"16.0•' 9.5" 9.0" 16.0"10.5-116.0"116.0" 6.0" 5.5":12.5" 7.5" 10.5' 9.5" 3.S' 3.5" 5.5" 5.0" 72 16.0'16.0"18.0" 7.5" 16.0" 9.5•' 14.5'15.0" 5.0" 4.5" 9.0" 6.5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SCALE: - 110 13.5 13.5 4.5" 4.0" 8.0" 6.0 8.5 7.0" 3.0" 1.5" 1.0" 7.0" 5.5 3.5" 3.5" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, EE 200 7.0" S.S" 3.S" 3.5" 7.0" 5.5" 3.5•' 3.S' 7.0" S.S' 3.5" 3.5" NUT OR WASHER WINGNUT. _ ,yf •12 SMS W/2.75 EYEWALL N 16.0"16.0"16.0"16.0 16.0"16.d 16.0"16.d'11.5"11.0 16.0"14.0"16.0"15.0' 7.0" 6.5" 11.5" 9.S' 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. ARMOR INSERT W/2.5' 62 16.0 16.0 13.5"13.0 16.0"15.5 16.0"16.17' B.S' 8.0" 16.0"11.0"13.5'12.d' S.5" 1.5" 7.5" 7.5" 13 EMBED(2000psi MIN CONC) 72 16.0"16.0"11.0"10.5'16.0"13.5'16.d'16.0" 7.0" 6.5" 11.5" 9.5" 11.0" 9.S" 4.5" 1.0" 6.0" 6.0" 11. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO " 110 16.0"16_0 6.5 6.0 10.5" 9.0" 11.d' 9.S' 4.S' 4.0" 5.5" 6.0" 9.0" 7.S' 3.S' 3.0" 1.5" 5;0" DRILL INTO HOLLOW BLOCK NO SHOULD IMPACT DRILLS BE USED In INSTALL L1U' 200 9.0" 7.5" 3.S" 5.0" 9.0" 7.5" 3.S' 3.0" 4.5" 5.0•' 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" CONCRETE SCREWS TO HOLLOW BLOCK • • . •Mgn= Spans Up To W-0' Spans Uv To 8'-8 Emmm . , . ,;. E�E�E�E�E�➢E�E�E�E�E�E�E�E�E�®��®E�E�E� • E�E�E€�Ef�E�E�®E����E�i - ®E�E�IQ�E�E�E�E�F�EI�mEf�E�®E�mm�E�Ei�E�E� F�IE�➢E��®E�E�E����E� - � �� ., ■m©m0�0000m00m�OO©gym©�©��ODD©�m0�©�0 ' �E�E�E�E�E�E�E�E�mm • mE�E�%///%%////mmEi�Ei�E�9EI�E�E�EL�E�E�E�Q�E�E�mmE�F� � ...,......,,,,,. OE�E�m®EIS®E�E�•%//%'//////���®%//%i%///%///////r.'////%iE�E�E��E�®Ef�E���E��t�t�] �%////..�� m9m%///�%////%/////.mm mmmuaua®m0amKm0/1%%///%%//% mm%/////."%//%imm%///%//////i%////////////. ®mmW11//Z%///immm%////.%///%%////,%//%%/////.%////%/////:•'/////imm®mm9mm,%//%%///%%////.%////'!%ONVZ//%i%/////////% � m'///////.'WE///////%///////%/////.%///%/////,OWN%/////.'%////.%///%%//%'NO//%////.'//////mm/////.%/////////%///��%/////.%////%/////.%///�%////%////%//%%%///%/TRINE/ p"/////%'/////%%//%%/////.'%//%%////%////%//%'/////%%///i'/////%'/////i%///%,'/////i'//////////////'/////%%////r////%%///%////,'%/W/1NO/%///%'/////i/////%'/////i%/////.%///i%//%/ 1/4'ELCOm®®mm®!am%///%%////.mmm%////.%///i%////mmmm®mm%///%%///�mmm%////.%///i%/// Omm�mmmm%///%,///////%/////////W////,N//%///%%///mmmmmmm%///%//////i'///////••:N/i%///%%//%///////,00// ®®m%///%%////mm®%///%///i%/////,V///i000%/////i%/////.'%////.®®%////V////.mmm%//%'/////i%/////.%//%%///%/////i%/////."%//// ©%0///.%///i/////.%///i%/////:%///i%/////.%///i%/////.%///M///.%///i%///%%///i%///i%///i%////%////:%////%/////:%///G,%/////:%///i%/////.%///i%///%%///i%///%%///G.%///i 1/4"MILLENIUM�' mmmmmmmmWo/, ////.ANCHOR W/1-1/4'EMBED E�E�m®mmm%/////.%//%%////O//%%/////."%////%///%%//// ■0©©0©0©00©0�0©©0©0000©©0� 1/4"ALL-POINTS SOLID-5 ANCHOR W/7/8-EMBED 1/4-20 SS MACHINE SCRE m ' • m %/////.%////mm%///%%///�%///%%////:F�➢i FF�iil®E�Fi��F�mm®FFA%////.%////m ������''. 4-13 %///gymI m%///%////%///%%///%///G,%///%%///�%///%%WNmmmmmm®%/////,%////%////mEwMR%///%'//////. m%///%%////%/////.'%///i%///%%////%////%///%%////%/////,'//////%00//.''//////%/////,''/////,m®%///%%///,%ON®m%////%/////,%/////.®m% `\\\111111 FRANK I.MNN-0,P.E. t PEOOaL'r19 .� L ` 110E ' No PE004654 •:O - on ANCHOR SCHEDULE: WOOD (G=0.55) �O'n STATE OF Hum _ ANCHOR SCHEDULE. HOLLOW CONCRETE BLOCK (CONT.) -- -- %� <ORIDA.•' yy��E^ ° 3/4"MIN EDGE DISTANCE / LL h 2"MIN EDGE DISTANCE G Suns UD To 6'-0" Spans UD To 8'-8" �J� Suns UP To 6'-0•' Spans Uy To 8'-8" Spans Uy To 13'-0" LOAD CONN TYPE CONN TYPE ODNN 1,1j 1\\ Zj� w w U- g 5 LARD CONN TYPE CONN TYPE CONN TYPE O 1- ANCHOR (Vsn ANCHOR (� x Cl C2 C3 C4 CS Cl C2 C3 G CS Cl C2 tl C4 CS ��L 1LLy� <w gg Qf t3 x Cl C2 p G CS Cl C2 tl G CS Cl C2 tl G CS 1/4"LAG SCREW WITH 1-9/4 48 16.0'16.0'11.5"31.5"16.0'16.0 16.0" 7.5' 7.0" 16.0"16.0-115.0--14.5- 4.S'115.0- Z^ ON m w I/4"POWERS TAPPER+W/ 48 15.5'15.5" 6.5" 6.5" 15.5'10.5"10.5" 4.0" 4.0" 10.5' 6.0" 6.0" MIN THREAD PENETRATION 62 16.0"116.0"18.5" 8.5" 16.0"16.0"16.0" 5.5' S. 16.0"16.0"15.5' 3.5 3.5" 9.5" l�111 lo, p 1-1/4"EMBED 62 12.0"12.0" 4.5" 4.5" 12.0" 7.5" 8.0" 5.0" 4.5" 4.0" 72 16.0'16.0" 7.0" 7.0" 16.0'16.0"16.0" 4.5 4.5 15.0"14.0"12.5' 3.0" 3.0" 7.5 W W ci 72 10.5 IO.S" 4.0" 9.0" 6.0•' 6.0" 110 16.0'16.0' 4.5 4.0' 13.5'14.0"12.0' 3.0" 2.5" 7.5 11.5" 9.5" 2.S' 2.0" 6.0" 3 �0 Y 310 5.5" S. V1C'iw �# 200 11.5" 9.5 2.5 2.0" 6.0" 11.5" 9.5 2.5 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0" yj 200 7/16"WOOD BUSHING WITH 48 16.0"16.0" 9.5 9.5 16.0'13.0"13.0' S.5 5.0' 13.0" 7.5 7.5" 3.5 3.0" 4.S' O w ., `J 512 SMS W/2"EYEWALL 48 16.0•'16.0" 8.5" B.5' 16.0'13.0'13.0" 5.0" 5.0" 12.5 7.5" 7.5" 3.0" 3.0" 4.5 1.13'MIN EMBED 6 1/4-20 62 14.S'14.5 6.5 6.0" 14.5' 9.5 10.0' 4.0" 3.5 6.5" 5.5" 5.0" 2.S' 2.0" 3.0" .moi ARMOR INSERT W/1-1//" 62 14.5'14.5" 6.0" 6.0" 14.5' 9.5 10.0" 4.0" 3.5" 6.0" S.0" 4.5" 3.d' i� SS MACHINE SCREW 72 12.5 12.5 5.5 5.0" 11.0" 7.5" 7.5 3.5 3.0" 4.5 4.5 3.5" 2.0" 2.0" EMBED 72 12.5';12.5 5.0" 1.5 i11.0" 7.5" 7.5" 3.0" 3.0" 4.5 4.5"'3.5" .. o 0 110 7.0" 7.0" 3.0" 2.5" 4.0" 1.0' 3.5 2.0" 2.0" 3.5 3.0" x 110 7.0";7.0" 3.0" 4.0" 4.0" 3.5" 3.5" 3.0" o 0 200 3.5" 3.0" 3.5' 3.0" 3.5 3.0" 200 13.5"13. 3.5• 3.0" 3.5" 3.0" s14 SM5 s14 WOOD SCR 48 16.0"16.0"13.0"13.0"16.0"16.0"16.0" 8.5" 8.0" 36.0"16.0'16.0" 5.0" 5.0" 12.0" �' WITH i•3/04WMIN TMRFJID 62 16.0"16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" 6.0" 16.0"13.5'12.5" 4.0" 3.5" 7.5 M 5 ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PEN ETRA?ION 72 16.0"16.0" 8.0" 7.5' 16.0"16.0"16.0" S.0" S.0" 12.0"11.5"10.0" 3.5 3.0" 6.0" N F { 110 16.0"16.0" 5.0" 4.5" 10.5 11.0" 9.5 3.0" 3.0" 6.0" 9.0" 7.5 2.S' 2.5' 4.5 w 1 200 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5 2.S' 2.5" 4.5" 9.0' 7.5" 2.5" 2.5" 4.5" 48 4"MLI EDGE DISTANCE V Spans Uv To 6'-0" Sura UD To 8'-B" Scans Uv To 13'-0" f a Q r LOAD CONN TWE CONN TYPE CONN TYPE m rn <n ANCHOR (Psi C1 C2 C3 Ca C5 Cl C2 tl C4 CS Cl C2 tl C4 CS C ° ^ ANCHOR SCHEDULE: WOOD (G=0.42) 5/16 ITW TAPCON XL W/ 48 16.0"46.0"116.0"'16.0" 16.0' 16.0"16.0"16.0"16.0"16.0"16.0"116.0"10.5 9.5 15.5 2-1/4"MIN.EMBED 62 16.0"116.0"116.0.16.0"16.0'16.0"16.0"12.5 11.5 16.0"16.0"16.0" 8.0" 7.0" 10.0' 3/4"MIN EDGE DISTANCE 72 16.0"1 16.(r 16.0"15.5'16.0'16.0'16.0'10.5 9.5 15.5 14.5'12.S" 6.5" 5.5" 8A" G Spans UD To 6'-0" Spans Uo To W-V' Spans Uv To 13'-0'• E Z � 110 16.0'16.0"10.0' 9.D" 14.0'14.5 12.S" 6.5" 5.5 7.5 12.0"10.0" 5.5"1 4.S" 6.0' LOAD CONN TWE CONN TYPE CONN TYPE E c 200 12.0'10.0" 5.5' 1.5 6.0" 12.0"10.0" S.5" 4.5" 6.0" 12.0'10.0""45-GAr i ANCHOR (� Cl C2 tl C4 CS Cl C2 p G CS Cl C2 tl G CS S 5/16'ELCO ULTRACON W/ 18 16.0"16.0"13.5 13.5'16.0"16.0"16.0" 8.0" 7.5 16.0" 9.5" 9.5" 1/4-LAG SCREW WITH 1-3/1 48 16-0" 16.0" 9.0" 9.D" 16.0'16.0"16.0" 6.0" 5.S" 16.0"16.0'16.0' 3.5 3.5" 10.0" � S 2-1/4"MIN.EMBED 62 16.0"16.0" 9.5 B.5 16.0'12.0"12.5 5.5" 5.0" 8.0" 6.5" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 6.5" 6.5 16.0"1.6.0"16.0" 4.S•' 4.0" 13.5 31.5 10.5 2.5 2.5" 6.0' 72 16.0"i16.0" 7.5' 7.0" 14.0' 9.5" 9.5 72 16.0"16.0" 5.5 5.5 16.0"16.0"16.0" 3.5" 3.5 10.0" 9.5 8.0" 2.5 2.0" 5.0" R i 130 8.5" 8.5" 5.0" S.5" c �-» 110 1_5.0"14.5' 3.5 3.0' 9.0" 9.0" 8.0" 2.0" 2.0" 5.0" 7.5-16.0-12.0- 4.0" y'q' 200 OP. 200 7.5 6.0" 2.0' 4.0" 7.5' 6.0•' 2.0' 4.0' 7.5 6.0" 2.0" 4.0" o ClC2 p G C5 ClMIN EDGE DISTANCE �*14 SMS sta WOOD SORE 48 16.0"16.0" 9.5" 9.5" 16.0'16.0"16.0" 6.0" S.S' 16.0'il.d'II.S' 3.5 3.5 7.0" .� OR 1/4'SOWERS TAPPER+ C2 p G CS ClC1 C2 62 16.0"16.0" 7.0" 6.5" 16.0"14.0'1.0" 4. 4. 7 " WITH 1-3/4"MIN THREAD S 5 0 9.5 8.0 .0 2.5 2.5 I.S' s12 SMS W/2"EYEWALL 48 16.0"160"'10.5"10.5 16.0'16.0"'16.0"16.5" 6.5" 16.0"12.5"_12.5"�4.0" 3.5" 7.5 g 3.1 PENETRATION 72 16.0"16.0" 5.5" S.S" 16.0"11.0'11.5" 3.S' 3.5' 7.0" 6.5" 5.5" 2.0" 2.0" 3.5" 71t �IINN�S-E�RT W/W/222-EMBED 62 16.0'16.0" 7.5" 7.5" 16.0'15.5 16.0" 5.0" 4.5" 10.5 9.0" 8.0" 3.0" 5.0" 110 10.5 10.0" 3.5" 3.0" 6.0" 6.S' 5.S' 2.0" 2.0" 3.S 5.0" 4.S' 2.0" 2.5 T27 - 110 6.0" 5.0" 4.0" 3.5' 360' 6.0" 5.0", 4.0" 3.5" 3.0" 6.0" 5.0" 3.0" 200 S.0' 4.5 2.0" 2.5 -K0"-Z5" 2.0" 2.5 5.0" 4.5 2.0" 2.5" MOW filid laaada �� 6 ANCHOR NOTES:SEE SHEET O0PM0ff FR NLlBftW0PE 10 FOR ANCHOR NOTES. 15_2338 t aCA1Jt: ' Y PAW DsfOUTTOMr 13 1'1 f'� P.E. r ROUND WINDOW �� �, BEtV - ASSEMBLY LC 12"MIN FROM `L • :�7 -EDGE OF ACCORDION = �"� No PE004fi54 _ SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION ; 0.125• TOP OR BOTTOM SHUTTER BLADES - {�0.125" 'O 0.032" 0.032"-#F p STATE OF O~ !O'C�'-.FCOR10►;..: W $ as• zN� IILLLI LU poi= fLL Z Mwa3.S"M1N I 1 l7 O 2.875"0 HOLE TO RECEIVE ROUND TYPICAL u1 Q WINDOW ASSEMBLY Z k N 9 9P�`il F BOf 02.875"` 4t0.188' 2.875.0 HOLE(TO RECEIVE W W 3 C x 03.250 ROUND WINDOW ASSEMBLY) N C`z w MAXIMUM OF 3 WINDOWS b O .. A LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE N.T.S. SABIC PLASTICS SIX1431T-UL-94HB - ROUND WINDOW 2 LIGHT-N-VIEW WINDOW in ASSEMBLY 13 N.T.S. EXTERIOR ELEV 12"MIN FROM 1 K p EDGE OF SHUTTER, EDGE OF ACCORDION - u~ia TOP OR BOTTOM SHUTTER BLADES ei RECTANGULAR Z�d d INDOW ASSEMBLY 1 BLADE W ROUND WINDOW EDGE OF ACCORDION 13 N.T.S. EXTERIOR ELEV o E2.210------ E $ SHUTTER BLADES !y}�� as �— 0.145" 1.210' 0.145" b 3.5"MIN d S TYPICAL aLA o a o a Lc O O (� 1.s00'x 6.000• OLE(TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) 1.500" MAXIMUM OF 3 WINDOWS RECTA x RECTANGULAR HOLE W RECEIVE r' .161• PER EVERY OTHER BLADE RECTANGULAR WINDOW ASSEMBLY) ,093" �� SEE O p o2a 3 RECTANGULAR WINDOW 3 13 N.T.S. EXTERIOR ELEV -- 118" T � DIA. 0.500' p �1.5"� 1— --� (INT.) 3.5"MIN.E RECTANGULAR WINDOW RECTANGULAR WINDOW NOTES: ���ppp pp �G S TYPIC T---T ASSEMBLY A ( ') 145" 1. THE RECTANGULAR WINDOW SHOWN IN 5/13 IS MADE FROM GE XL10 LEXAN WITH 14E p 0355" p i 0.075"MINIMUM THICKNESS. 9! i 5� ���' ' 2. FRAME FOR RECTANGULAR WINDOW MAY •'c S i'/ BE NYLON 6 OR POLYCARBONATE WITH A 0.145' Oat11�RFlNW.LB�W�DD•E � MINIMUM THICKNESS OF 0.161".ATTACH ' TO BLADE WITH(6)s4 SS SCREWS OR 15-2338 ___ 1.856. 0.17T .355• BOLTS WITH NUTS. A SECTION A-A �A4i pR/p{pl a BLADE W RECT. WINDOW 5 RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV 093