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WS-13-2436Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 202058 Permit Number: WS -10 -13 -2436 Scheduled Inspection Date: December 05, 2013 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Shutter Final Owner: VALDES, ELIDA TRIAY Work Classification: Shutters Job Address: 711 NE 94 Street Miami Shores, FL Phone Number Parcel Number 1132060141980 Project: <NONE> Contractor: HOME OWNER comments INSTALLING FRONT DOOR ACCORDION SHUTTER INSPECTOR COMMENTS False December 05, 2013 For Inspections please call: (305)762 -4949 Page 5 of 27 Inspector Comments Passed tnL- Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 05, 2013 For Inspections please call: (305)762 -4949 Page 5 of 27 Miami Shores Village 1 q 13 Building Department 1 g p 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING 7 OCT ^3 FBC 20 Permit No. Master Permit No. ROOFING City: Miami Shores �g County: Miami Dade Zip: Folio/Parcel#: _ / /`.:3LZO4 ��.— 1/d9V Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple 7,11 . ) ..r Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: _ /� Phone #: (13�N �76 - 7113 Address: City: State: Zip; Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: 2z J Value of Work for this Permit: $ 631/ Square/Linear Footage of Work: Type of Work: DAddition DAlteration — QNew ° —, Description of Work: �� "�.Li�C ®,117- Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ TrainhWEducatiion Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature " Owner or Agent The foregoing instrument was acknowledged before me this day of L' U , 20, by L4'-) ?A X4271 d , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY The foregoing instrument was acknowledged before me this_ day of , 20 by who is personally known to me or who has produced Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06110/2009)(Revised 3/15/09) identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Clerk IN Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: ADDRESS: �o / !2 ) Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, KS 489.103(7). And I have read and understood the following disclosure statement, which entities me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.CA and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings cosies and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility, Infial 3. 1 understand that as an owner builder, I am the responsible party of record on a permit I understand that I may protect mysetf from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name Irts'10d of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or ii rr ars on permits and contracts. Initi 4. 1 understand that I may build or improve a one family or two - family residence or a farm outbuilding. I may also mpr ove a commercial building lf the costs do not exceed $75,000. The building or residence must-be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building' or residence that I have built or substantially improved myself Is sold or leased within 1 year after the construction is complete, the law will presume that I built o substantially Improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by Aand ount y or municipal ordinance. Initial I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner s insurance may not provide coverage for those injuries. I am willfully ng as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. In' I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is of licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide worke nsation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initi I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Interr United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htti):/Avww.mvflo4dalicense.com/dbi)r/pro/dlbfindex*I I . 11. 1 am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I party legally and financially responsible for the proposed construction activity at the following address: v 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the have provided on this disclosure. Licensed contractors are regulated by laws designed to protect the public. if you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property gwner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when z Q the permit is issued. Was acknowledged before me this day of 0 C7k , 20 By IT 64- fh AC-1 t. who. was personally known to me or who has Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 October 30, 2013 Permit No: WS13 -2436 Building Critique Review PRODUCT CONTROL APPROVAL PROVIDED HAS EXPIRED. PLEASE SUBMIT An ACTIVE PRODUCT APPROVAL. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. CERTIFICATE OF PARTICIPAr National Accreditation & Management Institute, In Confirms that: Hi -Tech Shutter Group, Inc. & Hurst Awning Company, Inc. 6865 NW 36th Avenue Miami, FL 33147 Participates within a Quality Assurance Program that complies with ISO/IEC 17020 & Guide 53. Hi -Tech Shutter Group, Inc. & Hurst Awning Company, Inc. Quality Assurance ID # H -535 -1 Quality Assurance Program for Hurricane Shutters manufactured or assembled at referenced location. Tanya ""'ix ss Admi strator Certificate Valid From 10/02/2012 to 12/31/2015 The NANII Program is recognized as an approved quality assurance entity within the State of Florida #QUA 1789. eti .,....�. ^.w ... a a.. ... W+.' �rMO[. PW. �. w98 +F`Cikf.'.fivY93HN!.'`9Y+'NYj1iA AFDF�^AYw"�SPnr� Y+i1K'.[Y.'?v+R A:.iST�S"•P�W'6�@Swt1:dK:Y.t . >+�: -.eR:� -. •.�L .u.y.: "sY.: .Y'! �..t`:,.��L:.'+!S°.tS:Ro-K." E CA �A I ST �e��cA`Y�pT -4 I mswieAA SIDE &Ag► / Florida Building Code Online Page 1 of 2 ' P i9i7 pld BCIS Home I Log In ( User Registration ( Hot Topics I Submit Surcharge ( Stats & Facts ( Publications ( FBC Staff I BCIS Site Map I Links I Search usines CCCSI �-6111 Product Approval USER: Public User Regulation Product Anarovai Menu > Product or ApoUCation Search > Application List > Application Detail FL # FL15715 -R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived .- Product Manufacturer Hurst Awning Company Inc. Address /Phone /Email 6865 N.W. 36 Avenue Miami, FL 33147 (305) 635 -0900 yovanna@hurstawning.com Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Yovanna Diaz yovanna @hurstawning.com Joe Garcia 6865 NW 36th Avenue Miami, FL 33147 (305) 693 -0600 joeg @hurstawning.com Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Imo: Evaluation Report - Hardcopy Received Christian Langley PE -67382 National Accreditation and Management Institute 12/31/2015 Vladimir Knezevich Validation Checklist - Hardcopy Received FL15715 R1 COI Certificate of Independence HVHZ and Non - HVH-Z.12d Standard TAS 201, 202 and 203 Year 1994 http:// www. floridabuilding .org/pr /pr_app_dtl.aspx ?param= wGEVXQwtDgt3e lSAInEOW... 11/8/2013 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 05/30/2013 05/31/2013 06/13/2013 08/23/2013 Page 2 of 2 Summary of Products FL # Model, Number or Name Descriptlon 15715.1 HT -100 ACCORDION SHUTTER- Extruded Aluminum alloy components such as headers, HVHZ sills, centermates and Interlocking blades that make up a folding shutter. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15715 R1 II Dwa HVHZ 03a.Ddf Approved for use outside HVHZ: Yes Verified By: Christian Langley PE 67382 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Span Schedule 1 on page 4 of 7, Span FL15715 RI AE Evaluation Report HVHZ.Qdf Created by Independent Third Party: Yes 2 & 3 on page 5 of 7 and Span Schedule 4 on ,Schedules page 6 of 7 for Blade Span vs Allowable Design Wind Pressure. 15715.2 HT -100 ACCORDION SHUTTER- Extruded Aluminum alloy components such as headers, Non -HVHZ sills, centermates and interlocking blades that make up a folding shutter. Limits of Use Installation Instructions Approved for use In HVHZ: No FL15715 RI II HTS.09001 Non- HVHZ.pdf Approved for use outside HVHZ: Yes Verified By: Christian Langley PE 67382 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Span Schedule 1 on page 4 of 7, Span FL15715 R1 AE Evaluation Report Non- HVHZ.odf Created by Independent Third Party: Yes Schedules 2 & 3 on page 5 of 7 and Span Schedule 4 on page 6 of 7 for Blade Span vs Allowable Design Wind Pressure. sects Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850- 487 -1824 The State of Florida is an AA/EEO employer. Copyright 2007 -2013 State of Florida.:: Privacy Statement :: Accessibility m nt :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall 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 berg-. Product Approval Accepts: SEC http: / /www.floridabuilding.org/pr /pr_ app _dtl.aspx ?param= wGEVXQwtDgt3e lSAInEOW... 11/8/2013 1 117, W 1, iffm III Rule 9N -3 F.A.C., Section 553.842 F.S. HTS.09002 6/20/2012 Report Number Report Date Product Manufacturer: Product Name /Model & Description: Hurst Awning Co. Inc. HT -100 Accordion Shutter 6865 NW 36th Avenue Aluminum Accordion Shutter Miami, FL 33147 (HVHZ) Scope: This product has been evaluated by the below- signed Florida Professional Engineer for compliance with the Code noted herein and is, for the purpose intended, at least equivalent to that required by the Code, in accordance with section 553.842 F.S. & chapter 9N -3 F.A.C. Re- evaluation of this product shall be required following applicable Code modifications or revisions. Code: 2010 Florida Building Code, inclusive of all Supplements effective as of this report date. Compliance Method: 9N -3.005 (1)(d) — Evaluation Report from a licensed Professional Engineer Product Description: Product Approval Drawing #HTS.09002, prepared by Nu -Wind Engineering, signed and sealed by the below- signed Professional Engineer, is an integral part of this Evaluation Report. Limitations & Conditions of Use: • This product has been evaluated for use within & outside the HVHZ (High Velocity Hurricane Zone) • Impact Resistance: Large Missile Impact Resistant • Refer to Product Approval Drawing noted above for: • Maximum allowable wind loads at related maximum allowable size(s). • Other load limitations applicable to the product, if any. • Overall dimensions and material /grade of main product components, accessories, etc. • Illustrated diagrams of the attachment of the product to the structure. • Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. Test Reports: Test Lab Report Number Test Standard & Description Construction Testing Corp 96 -024 TAS 201 & 203 (impact & cyclic loading) (CTC) — Hollywood, FL _....._ 012 TAS 202 (uniform static pressure) ................ Construction Testing Corp 97 -046 TAS 201 & 203 (impact & cyclic loading) (CTC) — Hollywood, FL ...... TAS 202 (uniform static pressure) .. ____. ._.. _ _...._ _ ....._...... Construction Testing Corp 02 -039 TAS 201 & 203 (impact & cyclic loading) (CTC) — Hollywood, FL ...... ... _ _ ...... TAS 202 (uniform static pressure) .._ .. ..... _.._ .. __ _ . _ ..... .. ........ ......... Construction Testing Corp 08 -009 TAS 201 & 203 (impact & cyclic loading) (CTC) —Hollywood, FL TAS 202 (uniform static pressure) Engineering Analysis: The following engineering analyses and /or calculations have been performed: • Comparative analysis has been performed based on the standard tests listed herein. • Rational analysis has been performed per Code requirements and acceptable standards of engineering principles (but not in lieu of standard tests required by the Code), including the following: • Anchorage to resist applied design loads with required 4:1 safety factior • Structural load resistance of product components & /or assembly per Aluminum Design Manual 2005 • No increase in allowable stress has been used in the evaluation of this product. Page 1ofI Engineer's sig re & seal 1 u valid for pa ge through 1 JU 0 012 Christian Lange PE Nu -Wind Enj a ring FL PE #67382 CA #28511 N O O z -n a m A a N 0 0 I W 0 n a a 0 z T r w w W N 0 T n U1 .a w w w 00 v, -n a X Ln .a W W w 00 0) Un z z 0 n 0 X ACCORDION SHUTTER a #roM HTm100 BLADE COMPONENTS �A° � 4.559" R 0.287" ( H V H Z) R0.143 0.522" GENERAL NOTES 0.100 ' R0.265" VIA POLYCARB 4.534" H I I I I I I I � I aI I I I I I I �LL I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I R0.143" R0.287" 0.224" 0.050" •� �� CD N 0.052 URETHANE ADHESIVE " FULL LENGTH EACH SIDE 1.503" Oil I t l ALUMINUM BLADE 1 . 1 POLYCARBONATE BLADE 7 END SLAT SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 o z 4.478" R0.143" R0.287" 0.050" TYP a .05 0.100" R0.2807" 0.076' n i n ALUM BLADE ADAPTER n UNIMATE 8 900 END SLAT N SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 `7a a RO.143" R0.143" u 0.060" TYP 0.060" TYP }}. L0 U r i 0.060" c A. - ,� 0.06on N TYP E R N TYP O � %I ti� 1.891" I�-- 5 CENTERMATE 1 n CENTERMATE 2 m Ur SCALE: 1:3 SCALE: 1:3 SECTIONS TO FIT FIELD CONDITIONS. R0.143" o 11. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR 0.060" TYP 0.060" TYP `� ' STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. ALL 3/16" 0 POP BOTTOM TRACK LOCK SHALL BE LOCATED ALT LOCK ° N RIVETS SHALL BE 5052 -H32 ALUMINUM ALLOY OR STRONGER. WITHIN 18" OF MID -SPAN LOCATION R'13 „ o R0.255" ¢ 12. OPTIONAL: SHUTTER BLADES MAY BE STACKED (i.e. HELD IN OPEN POSITION) &ANYWHERE ALONG AT END RO.Z55 "� WW >-E o Z HORIZ SHUTTER WIDTH USING ANY COMBINATION OF THE FOLLOWING METHODS: c.i 0.060" � o ` o in 0.060" N • ALUMINUM "STACK LOCKING CLIP" (PART #26) 1 TYPICAL ELEVATION TYP o TYP > • PLASTIC CLIP PLACED IN TRACK (HEAD &/OR SILL) O • PULL -OUT CLEVIS PIN INSERTED INTO TRACK (HEAD &/OR SILL) 1 SCALE: N.T.S. EXTER ELEV 2 • VELCRO STRAP AROUND STACKED BLADES (AT ANY HEIGHT) ,� 1.891" 2.101" _ ¢ 13. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE. n ALT CENTERMATE 1 n ALT CENTERMATE Z o = o O SCALE: 1:3 SCALE: 1:3 0! a 2.420„ TRACK COMPONENTS ASSEMBLY COMPONENTS v J a o 0.097" n 0.600" 3 040" 0.050" 0.322" 0.322" a oe o o a v F LL c 1.090 Ol0Y5P " ,�- * 0.600 ROo 160" MIN O MIN 0 0.076" 1.840" 1.685 T W "�` 0.076" .ILik 0. 00" 0.076 0.076" "' N o X0.135" X0.135" Q H w 0.055" 0.055" " 0.055" 0 1O 0 076" TO.062"TYP o MINOR MINOR' 00 �t �j� n > 0.055" -� 0.055" '" 1.840" 1.500" 1.100 °0 00.182 X0.182 ni t U : J 0.600" i� 0.600" TYP 3.448" 0.724" N MAJOR MAJOR (rj rtnn ,L • NYLON ROLLERS 9 WALL TRACK 11 CEILING TRACK 13 ADJUSTABLE SILL TOP n WALKOVER SILL TRACK n RECESSED SILL TRACK . STAINLESS STEEL 3/$" Z z S SCALE: 1 :3 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 CARRIAGE & RIVETS TYP ?r �--� w � 2.420" �` 0.055" TYP I t 91 ROLLER ASSEMBLY n #10 KNUCKLE SCREWS ¢ tO z 1.475" 0.055" ,� 1.250" SCALE: 1:3 SCALE: 1:3 ° 0.500" N 0.125" N TYP zm 0.500" " 0.230." 0.230" k 0.230" 0.204" 0.130 0.136" 0430 0.485" X 0.375" 0.45 4" DRAWING ¢ UNI U-�MCBEWRK : ` HTS.09002 0.076 1.076" 0.076" 0115 0.115" 0.115" N 0.125 TYP 0.055" ro N 0.055" 1.533 M m o ¢ 00 7 0.076" `" 1.533" 3.283" n'�i tO 0.340" J" " i i rn I I SHEET 0 0.055" -� 0.097" � � � �- 2.000" TO 5.000" -�� e'iv o +-i o i� 0.600" ADJUSTABLE SILL ADJUSTABLE SILL 1 N N BUILDOUT WALL TRACK WALL SILL TRACK BOTTOM BOTTOM (ALT) ANGLE NYLON BUSHINGS OF 10 12 14 15 18 21 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 1. THE SYSTEM DEPICTED HEREIN HAS BEEN TESTED & EVALUATED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALLOWABLE DESIGN PRESSURES SHOWN HEREIN ARE BASED ON ALLOWABLE STRESS DESIGN (ASD). THIS SYSTEM HAS BEEN EVALUATED WITHOUT A ONE -THIRD INCREASE IN ALLOWABLE STRESS. I I 3. SITE WIND PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE I I DETERMINED UNDER SEPARATE ENGINEERING CERTIFICATION IN ACCORDANCE WITH THE I I GOVERNING CODE. I I 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE I I CONDITIONS DETAILED HEREIN, A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE- SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS APPROVAL. I I 5. CONTRACTOR, ARCHITECT, ENGINEER OF RECORD, OR BUILDING OFFICIAL SHALL I VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED Z LOADS. 6. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALLOY & TEMPER, U.N.O. 7. ALL POLYCARBONATE COMPONENTS SHALL BE FABRICATED FROM 100% " LEXAN " POLYMER (BY SABIC INNOVATIVE PLASTICS ) APPROVED FOR OUTDOOR USE WITHIN THE HVHZ. 8. SHUTTERS SHALL HAVE A MINIMUM OF ONE LOCK LOCATED WITHIN 18" OF I MID -SPAN (MEASURED VERTICALLY) AT ANY HORIZONTAL LOCATION, AND SHALL BE ENGAGED WITH SHUTTER IN "CLOSED" POSITION TO PROVIDE HURRICANE PROTECTION. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER UNIT CONTAINING ALL INFORMATION SPECIFIED IN THE ABOVE -NOTED BUILDING CODE, AS WELL AS THE FOLLOWING: I I HURST AWNING CO. INC. FLORIDA PRODUCT APPROVAL 10. HEAD & SILL DETAILS MAY BE INTERCHANGED WHERE NOTED IN MOUNTING H I I I I I I I � I aI I I I I I I �LL I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I R0.143" R0.287" 0.224" 0.050" •� �� CD N 0.052 URETHANE ADHESIVE " FULL LENGTH EACH SIDE 1.503" Oil I t l ALUMINUM BLADE 1 . 1 POLYCARBONATE BLADE 7 END SLAT SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 o z 4.478" R0.143" R0.287" 0.050" TYP a .05 0.100" R0.2807" 0.076' n i n ALUM BLADE ADAPTER n UNIMATE 8 900 END SLAT N SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 `7a a RO.143" R0.143" u 0.060" TYP 0.060" TYP }}. L0 U r i 0.060" c A. - ,� 0.06on N TYP E R N TYP O � %I ti� 1.891" I�-- 5 CENTERMATE 1 n CENTERMATE 2 m Ur SCALE: 1:3 SCALE: 1:3 SECTIONS TO FIT FIELD CONDITIONS. R0.143" o 11. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR 0.060" TYP 0.060" TYP `� ' STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. ALL 3/16" 0 POP BOTTOM TRACK LOCK SHALL BE LOCATED ALT LOCK ° N RIVETS SHALL BE 5052 -H32 ALUMINUM ALLOY OR STRONGER. WITHIN 18" OF MID -SPAN LOCATION R'13 „ o R0.255" ¢ 12. OPTIONAL: SHUTTER BLADES MAY BE STACKED (i.e. HELD IN OPEN POSITION) &ANYWHERE ALONG AT END RO.Z55 "� WW >-E o Z HORIZ SHUTTER WIDTH USING ANY COMBINATION OF THE FOLLOWING METHODS: c.i 0.060" � o ` o in 0.060" N • ALUMINUM "STACK LOCKING CLIP" (PART #26) 1 TYPICAL ELEVATION TYP o TYP > • PLASTIC CLIP PLACED IN TRACK (HEAD &/OR SILL) O • PULL -OUT CLEVIS PIN INSERTED INTO TRACK (HEAD &/OR SILL) 1 SCALE: N.T.S. EXTER ELEV 2 • VELCRO STRAP AROUND STACKED BLADES (AT ANY HEIGHT) ,� 1.891" 2.101" _ ¢ 13. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE. n ALT CENTERMATE 1 n ALT CENTERMATE Z o = o O SCALE: 1:3 SCALE: 1:3 0! a 2.420„ TRACK COMPONENTS ASSEMBLY COMPONENTS v J a o 0.097" n 0.600" 3 040" 0.050" 0.322" 0.322" a oe o o a v F LL c 1.090 Ol0Y5P " ,�- * 0.600 ROo 160" MIN O MIN 0 0.076" 1.840" 1.685 T W "�` 0.076" .ILik 0. 00" 0.076 0.076" "' N o X0.135" X0.135" Q H w 0.055" 0.055" " 0.055" 0 1O 0 076" TO.062"TYP o MINOR MINOR' 00 �t �j� n > 0.055" -� 0.055" '" 1.840" 1.500" 1.100 °0 00.182 X0.182 ni t U : J 0.600" i� 0.600" TYP 3.448" 0.724" N MAJOR MAJOR (rj rtnn ,L • NYLON ROLLERS 9 WALL TRACK 11 CEILING TRACK 13 ADJUSTABLE SILL TOP n WALKOVER SILL TRACK n RECESSED SILL TRACK . STAINLESS STEEL 3/$" Z z S SCALE: 1 :3 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 CARRIAGE & RIVETS TYP ?r �--� w � 2.420" �` 0.055" TYP I t 91 ROLLER ASSEMBLY n #10 KNUCKLE SCREWS ¢ tO z 1.475" 0.055" ,� 1.250" SCALE: 1:3 SCALE: 1:3 ° 0.500" N 0.125" N TYP zm 0.500" " 0.230." 0.230" k 0.230" 0.204" 0.130 0.136" 0430 0.485" X 0.375" 0.45 4" DRAWING ¢ UNI U-�MCBEWRK : ` HTS.09002 0.076 1.076" 0.076" 0115 0.115" 0.115" N 0.125 TYP 0.055" ro N 0.055" 1.533 M m o ¢ 00 7 0.076" `" 1.533" 3.283" n'�i tO 0.340" J" " i i rn I I SHEET 0 0.055" -� 0.097" � � � �- 2.000" TO 5.000" -�� e'iv o +-i o i� 0.600" ADJUSTABLE SILL ADJUSTABLE SILL 1 N N BUILDOUT WALL TRACK WALL SILL TRACK BOTTOM BOTTOM (ALT) ANGLE NYLON BUSHINGS OF 10 12 14 15 18 21 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 UNLIMITED WIDTH MOUNTING TOP TRACK M I I I I I I I I I I I I I J I I I I I I I I I I I I I I I p)Z p I I I I I I I I I I I I I I w O = I I I I I I I I I I I I I I 0 I I I I I I I I I I I I I = R0.143" R0.287" 0.224" 0.050" •� �� CD N 0.052 URETHANE ADHESIVE " FULL LENGTH EACH SIDE 1.503" Oil I t l ALUMINUM BLADE 1 . 1 POLYCARBONATE BLADE 7 END SLAT SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 o z 4.478" R0.143" R0.287" 0.050" TYP a .05 0.100" R0.2807" 0.076' n i n ALUM BLADE ADAPTER n UNIMATE 8 900 END SLAT N SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 `7a a RO.143" R0.143" u 0.060" TYP 0.060" TYP }}. L0 U r i 0.060" c A. - ,� 0.06on N TYP E R N TYP O � %I ti� 1.891" I�-- 5 CENTERMATE 1 n CENTERMATE 2 m Ur SCALE: 1:3 SCALE: 1:3 SECTIONS TO FIT FIELD CONDITIONS. R0.143" o 11. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR 0.060" TYP 0.060" TYP `� ' STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. ALL 3/16" 0 POP BOTTOM TRACK LOCK SHALL BE LOCATED ALT LOCK ° N RIVETS SHALL BE 5052 -H32 ALUMINUM ALLOY OR STRONGER. WITHIN 18" OF MID -SPAN LOCATION R'13 „ o R0.255" ¢ 12. OPTIONAL: SHUTTER BLADES MAY BE STACKED (i.e. HELD IN OPEN POSITION) &ANYWHERE ALONG AT END RO.Z55 "� WW >-E o Z HORIZ SHUTTER WIDTH USING ANY COMBINATION OF THE FOLLOWING METHODS: c.i 0.060" � o ` o in 0.060" N • ALUMINUM "STACK LOCKING CLIP" (PART #26) 1 TYPICAL ELEVATION TYP o TYP > • PLASTIC CLIP PLACED IN TRACK (HEAD &/OR SILL) O • PULL -OUT CLEVIS PIN INSERTED INTO TRACK (HEAD &/OR SILL) 1 SCALE: N.T.S. EXTER ELEV 2 • VELCRO STRAP AROUND STACKED BLADES (AT ANY HEIGHT) ,� 1.891" 2.101" _ ¢ 13. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE. n ALT CENTERMATE 1 n ALT CENTERMATE Z o = o O SCALE: 1:3 SCALE: 1:3 0! a 2.420„ TRACK COMPONENTS ASSEMBLY COMPONENTS v J a o 0.097" n 0.600" 3 040" 0.050" 0.322" 0.322" a oe o o a v F LL c 1.090 Ol0Y5P " ,�- * 0.600 ROo 160" MIN O MIN 0 0.076" 1.840" 1.685 T W "�` 0.076" .ILik 0. 00" 0.076 0.076" "' N o X0.135" X0.135" Q H w 0.055" 0.055" " 0.055" 0 1O 0 076" TO.062"TYP o MINOR MINOR' 00 �t �j� n > 0.055" -� 0.055" '" 1.840" 1.500" 1.100 °0 00.182 X0.182 ni t U : J 0.600" i� 0.600" TYP 3.448" 0.724" N MAJOR MAJOR (rj rtnn ,L • NYLON ROLLERS 9 WALL TRACK 11 CEILING TRACK 13 ADJUSTABLE SILL TOP n WALKOVER SILL TRACK n RECESSED SILL TRACK . STAINLESS STEEL 3/$" Z z S SCALE: 1 :3 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 CARRIAGE & RIVETS TYP ?r �--� w � 2.420" �` 0.055" TYP I t 91 ROLLER ASSEMBLY n #10 KNUCKLE SCREWS ¢ tO z 1.475" 0.055" ,� 1.250" SCALE: 1:3 SCALE: 1:3 ° 0.500" N 0.125" N TYP zm 0.500" " 0.230." 0.230" k 0.230" 0.204" 0.130 0.136" 0430 0.485" X 0.375" 0.45 4" DRAWING ¢ UNI U-�MCBEWRK : ` HTS.09002 0.076 1.076" 0.076" 0115 0.115" 0.115" N 0.125 TYP 0.055" ro N 0.055" 1.533 M m o ¢ 00 7 0.076" `" 1.533" 3.283" n'�i tO 0.340" J" " i i rn I I SHEET 0 0.055" -� 0.097" � � � �- 2.000" TO 5.000" -�� e'iv o +-i o i� 0.600" ADJUSTABLE SILL ADJUSTABLE SILL 1 N N BUILDOUT WALL TRACK WALL SILL TRACK BOTTOM BOTTOM (ALT) ANGLE NYLON BUSHINGS OF 10 12 14 15 18 21 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 LOCKS & ACCESSORIES ,�— 2.812" 0.750" o El .N., 0.3 2" SQ THICKNESS: 0.125" (STAINLESS STEEL) 1.220" 0.310" 0.770" in LJ M O I 0.630" 0.080" n HOOK LOCKING ARM n HOOK LOCKING ARM BUSHING SCALE: 1:3 SCALE: 1:3 NYLON 1.400" 1.750" 0.050" 0 0.078" 0.781" 0.188" � 0.376" TYP n HOOK LOCK INSERT n HANDLE (OPTIONAL) SCALE: 1:3 SCALE: 1:3 2.373" 0.070" TYP C) R0.306" „J 0.174 .1.350" OPTIONAL LOCKING ROD (0.50 "0 x 12" MIN, WITH 1" TAPER) " CENTERMATES " OR "ALT CENTERMATES " STACK LOCKING CLIP SCALE: 1:3 TYPICAL 0.634"x0.056" S.S. WASHER n BLADE ASSEMBLY 2 SCALE: 1:3 SIDE ELEVATION OPTIONAL LOCKING ROD (0.50 "0 x 12" MIN, OPTIONAL HANDLE WITH 1" TAPER) AT LOCK LOCATION OPTIONAL HANDLE AT LOCK LOCATION / KEYED CYLINDER " CENTERMATES " OR OR THUMB -TURN "ALT CENTERMATES " (EGRESS) 4 EXTERIOR L- HANDLE LOCK 2 SCALE: 1:3 HORIZ SECTION PUSH - BUTTON LOCK OR THUMB -TURN (EGRESS) KEYED CYLINDER OR THUMB -TURN (EGRESS) n INTERIOR L- HANDLE LOCK Q2J SCALE: 1:3 HORIZ SECTION Y4" DIAM PULL -OUT CLEVIS PIN %a -20 TF w W a� Ugi,� M� Z1-_qz� �k� Q T DRAWING NUMBER: HTS.09002 6 UNIMATE + PUSH - BUTTON 7 UNIMATE + CLEVIS PIN F81 UNIMATE + THUMBSCREW SHEEP 2 SCALE: 1:3 HORIZ SECTION k--2J SCALE: 1:3 HORIZ SECTION 2 SCALE: 1:3 HORIZ SECTION OF 7 Ti58Z# '7':) ta ^o HORIZONTAL SECTIONS 6,« nN go elm- CD ANY ANCHOR FROM ANCHOR SCHEDULES AT 24" O.C. WHERE NO POLYCARB BLADES ARE INCLUDED IN ANY ANCHOR 1l �� q SHUTTER, REF "ALL ALUM 8 _ 6Y2. MAX BLADES" SPAN SCHEDULE FROM ANCHOR w o SCHED AT 24" O.C. 6 F 100° MAX MIN (1) LOCK W PER SHUTTER (SEE OPTIONS THIS SHEET) 2 SHUTTER ASSEMBLY WITH ALUMINUM BLADESW 2 SCALE: 1:3 HORIZ SECTION =LL m�i�i ANY ANCHOR / FROM ANCHOR SCHED AT 24" O.C. 7 I of � ANY ANCHOR FROM ANCHOR POLYCARB & ALUM BLADES. ALUM CLOSURE SCHEDULES AT 24" O.C. MAY BE COMBINED ANGLE WITH MAX (REF " POLYCARB BLADE- DIMENSIONS: o 6 Y° MAX SPAN SCHEDULE) 7 •1"x1"x0.055" z N • 1x2 "x0.055" a g N • 1 "x2y2"x0.055" "x0.055" ° M 1000 100° • 2"x3 • 2 "x4 "x0.055" �w >. n..ozm MAX MIN (1) LOCK MAX • 2 "x5"x0.125" J PER SHUTTER (SEE OPTIONS s #10 SMS OR /6 POP o THIS SHE RIVETS AT 18" O.C. I O (AN u 3 SHUTTER ASSEMBLY WITH POLYCARB BLADES ~ z �°_ 2 SCALE: 1:3 HORIZ SECTION o a v o `ya 0 J LL w W a� Ugi,� M� Z1-_qz� �k� Q T DRAWING NUMBER: HTS.09002 6 UNIMATE + PUSH - BUTTON 7 UNIMATE + CLEVIS PIN F81 UNIMATE + THUMBSCREW SHEEP 2 SCALE: 1:3 HORIZ SECTION k--2J SCALE: 1:3 HORIZ SECTION 2 SCALE: 1:3 HORIZ SECTION OF 7 s SPECIAL INSTALLATION OPTIONS: (2) ANCHORS PER ANGLE (USE ANY ANCHOR FROM ANCHOR SCHED) APPLICABLE TO ALUM AND POLYCARB BLADES #10x3/4" GALV OR S.S. SMS, 3/16" ALUM POP RIVETS, OR W -20 THRUBOLTS AT 24" O.C. /j 0.125" Ea STING 6063 - T6 STRUCTURE ALUMINUM CORNER TUBE AT �712'IX2"XO.125" CORNER (3) #10x 3l4" GALV OR S.S. SMS OR 3/16" ALUM POP RIVETS EACH ANGLE TO TUBE (2) 1 "x2"x0.125" (MIN) 6063 -T6 ALUMINUM 0 ANGLES AT TOP AND BOTTOM 0 OF EACH TUBE ALT: ANY LOCKING CENTERMATE AT CORNER n CORNER CLOSURE WITH POST 3 SCALE: 1:3 HORIZ SECTION CORNER CLOSURE WITH 2 CENTERMATES (NO POST) Q3j SCALE: 1:3 HORIZ SECTION FOB: Bu$LpOUTON17lTG PIS FAS- EN;�ACK.Tp`8:�3;' ANCHORS FOR WALL MOUNT CONDITIONS ANGLE PE42 APPRRRRIA°C ALT: ANCHORS FOR MQ1JITING 5ECi30N DETATL TRAPPED CONDITIONS i f ANCHOR TYPE & r; SPACING PER l ANCHOR SCHED, o ° % MIN (2) ANCHORS PER SEGEMENT ANY TRACK SHOWN TACK WELD AT EACH o HEREIN (HEAD OR SILL), SEAM BETWEEN SEGMENTED TO FIT CURVE TRACK SEGMENTS ° o NOTE: ANCHOR INSTALLATION CRITERIA (EMBED, EDGE DIST, SPACING, ETC.) SHALL APPLY AS NOTED IN ANCHOR SCHEDULE & NOTES SEGMENTED TRACK OPTION 3 SCALE: 1:3 PLAN VIEW EXISTING STRUCTURE (OUTSIDE CORNER) EXISTING (INSIDE CORNER) " __ 3OLT & NUT ' O.C. (X2) Y4-20 Y4-20 BOLT BOLT & & NUT AT NUT AT 24" O.C. 7 24" O.C. O 7 (x2) EXISTING STRUCTURE (STRAIGHT) 3 FLOATING STACK OPTIONS 3 SCALE: 1:3 HORIZ SECTION NOTE: ANY FLOOR TRACK MAY BE USED - REFER TO MOUNTING SECTIONS FOR ANCHOR REQUIREMENTS Y2" to 2" FDCED TRACK AT SLAT REMOVABLE %2" to 2" STACKING LOCATIONS TRACK MUST BE (LENGTH MAY VARY) INSTALLED FOR HURRICANE PROTECTION REMOVABLE ANCHORS FD(ED ANCHORS 5 REMOVABLE FLOOR TRACK 3 SCALE: N.T.S. PLAN VIEW NOTE: ANY TRACK MAY BE USED - REFER TO MOUNTING SECTIONS FOR ANCHOR REQUIREMENTS %" to 2" SPLICE JOINT y2" to 2" FIRST TRACK ANCHORS AT SPLICE TYP HEAD & SILL 6 ) SPLICED TRACK 3 SCALE: N.T.S. PLAN VIEW STUD & TRUSS /RAFTER MOUNTING CONDITIONS: EXISTING WOOD TRUSSES OR RAFTERS AT 24" O.C. MAX (G =0.55 MIN) 4 PLATE TO EACH RAFTER WITH ANCHOR TYPE AND QUANTITY PER SCHED BELOW: #14 WOOD SCREW (2" MIN EMBED) 3/4-20 BOLTS 3 & NUTS AT EXPOSED TO RAIN 24" O.C. 1/4" TAPCON (13/4' MIN EMBED) EXPOSED TO RAIN �712'IX2"XO.125" 3 PER STUD r EDGE DIST ,3 /a" ALUM ANGLE EXISTING STRUCTURE CORNER CORNER CLOSURE WITH 2 CENTERMATES (NO POST) Q3j SCALE: 1:3 HORIZ SECTION FOB: Bu$LpOUTON17lTG PIS FAS- EN;�ACK.Tp`8:�3;' ANCHORS FOR WALL MOUNT CONDITIONS ANGLE PE42 APPRRRRIA°C ALT: ANCHORS FOR MQ1JITING 5ECi30N DETATL TRAPPED CONDITIONS i f ANCHOR TYPE & r; SPACING PER l ANCHOR SCHED, o ° % MIN (2) ANCHORS PER SEGEMENT ANY TRACK SHOWN TACK WELD AT EACH o HEREIN (HEAD OR SILL), SEAM BETWEEN SEGMENTED TO FIT CURVE TRACK SEGMENTS ° o NOTE: ANCHOR INSTALLATION CRITERIA (EMBED, EDGE DIST, SPACING, ETC.) SHALL APPLY AS NOTED IN ANCHOR SCHEDULE & NOTES SEGMENTED TRACK OPTION 3 SCALE: 1:3 PLAN VIEW EXISTING STRUCTURE (OUTSIDE CORNER) EXISTING (INSIDE CORNER) " __ 3OLT & NUT ' O.C. (X2) Y4-20 Y4-20 BOLT BOLT & & NUT AT NUT AT 24" O.C. 7 24" O.C. O 7 (x2) EXISTING STRUCTURE (STRAIGHT) 3 FLOATING STACK OPTIONS 3 SCALE: 1:3 HORIZ SECTION NOTE: ANY FLOOR TRACK MAY BE USED - REFER TO MOUNTING SECTIONS FOR ANCHOR REQUIREMENTS Y2" to 2" FDCED TRACK AT SLAT REMOVABLE %2" to 2" STACKING LOCATIONS TRACK MUST BE (LENGTH MAY VARY) INSTALLED FOR HURRICANE PROTECTION REMOVABLE ANCHORS FD(ED ANCHORS 5 REMOVABLE FLOOR TRACK 3 SCALE: N.T.S. PLAN VIEW NOTE: ANY TRACK MAY BE USED - REFER TO MOUNTING SECTIONS FOR ANCHOR REQUIREMENTS %" to 2" SPLICE JOINT y2" to 2" FIRST TRACK ANCHORS AT SPLICE TYP HEAD & SILL 6 ) SPLICED TRACK 3 SCALE: N.T.S. PLAN VIEW STUD & TRUSS /RAFTER MOUNTING CONDITIONS: EXISTING WOOD TRUSSES OR RAFTERS AT 24" O.C. MAX (G =0.55 MIN) 4 PLATE TO EACH RAFTER WITH ANCHOR TYPE AND QUANTITY PER SCHED BELOW: #14 WOOD SCREW (2" MIN EMBED) PROTECTED FROM RAIN 3 #14 WOOD SCREW (2" MIN EMBED) EXPOSED TO RAIN 4 1/4" TAPCON (13/4' MIN EMBED) EXPOSED TO RAIN 5 J l ---TRACK TO PLATE WITH #14 SMS / Y4' MAX BETWEEN RAFTERS AT SPACING BELOW: 11 • TO Ys" PLATE: 5" O.C. MAX • TO Y4" PLATE: 10" O.C. MAX REF GLASS SEPARATION MAX SHUTTER SPAN PER SCHEDULE SPAN SCHEDULE 1 HEAD ONLY n TRUSS -MOUNT CEILING TRACK 3 SCALE: 4" = V -0" MOUNTING SECTION z E 0 BLOCKING TO EACH STUD WITH ANCHOR "PROTECTED": ROOF TRUSSES IY4" MIN "EXPOSED": DECK OR SIMILAR SPACING ANCHOR QUANTITY PER RAFTER (TYPICAL) #14 WOOD SCREW �/ 3 PER STUD r EDGE DIST ,3 /a" 0.125" OR 0.250" THICK ALUM PLATE (WIDTH TO ACCOMMODATE ANCHOR QUANTITIES PER TABLE ABOVE) J l ---TRACK TO PLATE WITH #14 SMS / Y4' MAX BETWEEN RAFTERS AT SPACING BELOW: 11 • TO Ys" PLATE: 5" O.C. MAX • TO Y4" PLATE: 10" O.C. MAX REF GLASS SEPARATION MAX SHUTTER SPAN PER SCHEDULE SPAN SCHEDULE 1 HEAD ONLY n TRUSS -MOUNT CEILING TRACK 3 SCALE: 4" = V -0" MOUNTING SECTION z E 0 BLOCKING TO EACH STUD WITH ANCHOR TYPE AND QUANTITY PER SCHED BELOW: STUD SPACING 16" O.C. 24" O.C. #14 WOOD SCREW 2 PER STUD 3 PER STUD 1/4" TAPCON 2 PER STUD 1 2 PER STUD EXISTING WOOD STUDS AT 16" OR 24" O.C. MAX (G =0.55 MIN) ANY WALL TRACK (HEAD OR SILL, INCLUDING BUILDOUT) TRACK TO BLOCKING PER SCHED BELOW: TO ALUM BLOCKING: • #14 SMS AT 5" O.C. MAX • %4 -20 BOLTS AT 12" O.C. MAX TO WOOD BLOCKING: • #14 SMS AT 7" O.C. MAX • %4" TAPCONS AT 7" O.C. MAX BLOCKING MEMBER OPTIONS: • 1"x3"xYs" OR 1"x4"x %8' ALUMINUM TUBE • 2x4 OR 2x6 WOOD MEMBER (G =0.55 MIN) REF WALL TRACK MOUNTING DETAILS FOR GOVERNING SPAN SCHEDULE rWP HEAD & SILL (SILL SHOWN) 8 STUD WALL MOUNT 3 SCALE: 4" = 1' -0" MOUNTING SECTION iissz# ro� � ;g GPM " M"� • .ew :� to °o Luz � z� w a h m V) a a i a p N �Z �A O of a U p Q O LL aoe00 JUI� MW rsii w n M LL C7 Z Q � DRAWING NUMBER: HTS.09002 SHEET 3 OF 7 EXISTING HOST STRUCTURE EMBED Lu /w 0 REF GLASS SEPARATION SCHEDULE CONN TYPE C3 EXISTING HOST STRUCTURE REF ANCHOR SCHED / FOR TYPE & SPACING EMBED TYP HEAD _ & SILL . III uw 0 Y4" MAX vai w LL U 1 WALL TRACK 4 SCALE: 4" = V -0" MOUNTING SECTION REF GLASS SEPARATION SCHEDULE T i ii EXISTING HOST STRUCTURE MAX %2" CONN TYPE C3 2"x2"x0.050" ALUM B.O. TUBE REFERENCE GLASS SEPARATION SCHEDULE CONN TYPE C3 BUILDOUT 2x2 t '0 / REF ANCHOR SCHED + WALL TRACK w EDGE EXISTING HOST FOR TYPE & SPACING 4 g DIST STRUCTURE 2„ TYP HEAD SCALE: 4" = 1' -0" MOUNTING SECTION w CONN TYPE C4 REF ANCHOR SCHED & SILL _ + 88.5 / - 96.0 PSF FOR TYPE & SPACING (n w +83.9 / -90.9 PSF 6' -8" to w w 2"x2 "x0.050" I ALUM B.O. TUBE - ±104.6 PSF Y4„ MAX TYP HEAD Y4" MAX 17 11 &SILL ± 95.5 PSF +69.3 / -75.1 PSF 8' -0" Z +66.4 / -72.0 PSF Z y Ln w REF GLASS SEPARATION �' ;(En LOU U 8'-8" v SCHEDULE 91-01, ±81.3 PSF w LuU 9'-4" �"' SPAN SCHEDULE NOTES: 1. SCHEDULE ABOVE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. BUILDOUT 2x2 t ALL ALUM BLADES POLYCARB BLADES 2 + WALL TRACK +132.8 / -144.0 PSF n CEILING TRACK 4 SCALE: 4" = 1' -0" MOUNTING SECTION REF GLASS SILL ONLY k,4 SCALE: 4" = 1' -0" MOUNTING SECTION SPAN SCHEDULE NOTES: 1. SCHEDULE ABOVE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. SILL ONLY REF ANCHOR SCHED FOR TYPE & SPACING 4 WALL SILL TRACK 4 SCALE: 4" = V -0" MOUNTING SECTION /Lo w y4, SILL ONLY MAX - �2„ EMBED / / CONN TYPE C3 EXISTING HOST REF ANCHOR SCHED STRUCTURE FOR TYPE & SPACING BUILDOUT 2x2 n + WALL SILL TRACK 4 SCALE: 4" = V -0" MOUNTING SECTION A// ANY ANCHOR FROM p X ANY ANCHOR FROM ANCHOR SCHED AT m ANCHOR SCHED IN 12" O.C. w EDGE PAIRS AT 24" O.C. (OR STAGGER) EXISTING HOST DIST EDGE STRUCTURE 134„ EXISTING HOST DIST STRUCTURE CUT %4'W x 11/4 "D GROOVE INTO EXISTING CUT %4"W x 11/4 D GROOVE INTO EXISTING HOST STRUCTURE TO HOST STRUCTURE TO FIT RECESSED TRACK FIT RECESSED TRACK n RECESSED SILL TRACK 7 RECESSED SILL TRACK (ALT) 4 SCALE: 4" = V -0" MOUNTING SECTION 1 4 1 SCALE: 4" = 1' -0" MOUNTING SECTION 3/6" POP RIVETS OR #12 SMS i6" POP RIVETS OR #12 SMS f 3116" POP RIVETS OR #12 SMS f AT 6" O.C. (FRONT & BACK) Z AT 6" O.C. (FRONT & BACK) Z AT 6" O.C. (FRONT & BACK) Z REF GLASS n o REF GLASS a o REF GLASS a 0 r+ SEPARATION u= SEPARATION LL u SEPARATION a v REF GLASS a 0 LU SCHEDULE SCHEDULE N SCHEDULE �a SEPARATION _ 13 - SCHEDULE N 13 �4" 1"x1 0.125 1 m MAX SILL ONLY ALUM ANGLE SILL ONLY M 15 MAX SILL ONLY 16 SILL ONLY E '' CONN TYPE C4 Y2„ X CONN TYPE C5 EQ EQ CONN TYPE C4 �4" MAX 5 REF ANCHOR SCHED 14 REF ANCHOR SCHED REF ANCHOR SCHED FOR TYPE & SPACING FOR TYPE &SPACING FOR TYPE & SPACING CONN TYPE C4 0 0 0 0.637" EQ EQ REF ANCHOR SCHED /m EDGE / m EDGE EDGE o FOR TYPE &SPACING / w DIST w DIST C4 w EXISTING HOST / m / EDGE EXISTING HOST j EXISTING HOST C DIST STRUCTURE w DIST STRUCTURE STRUCTURE �� EXISTING HOST STRUCTURE s ADJUSTABLE SILL TRACK ADJUSTABLE SILL TRACK ADJUSTABLE SILL TRACK 0 g (STANDARD ANCHORAGE) 9 (1x1 ANGLE ANCHORAGE) 10 (FLANGED BOTTOM) rl 1 WALKOVER SILL TRACK 4 SCALE: 4" = 1' -0" MOUNTING SECTION 4 SCALE: 4" = V -0" MOUNTING SECTION 4 SCALE: 4" = V -0" MOUNTING SECTION 4 SCALE: 4" = 1' -0" MOUNTING SECTION SPAN SCHEDULE 1 APPLICABLE TO ALL MOUNTING CONDITIONS ON THIS SHEET, AS WELL AS DETAILS / & % BLADE SPAN ALLOWABLE DESIGN WIND PRESSURE ALL ALUM BLADES POLYCARB BLADES 4' -0" REF GLASS +132.8 / -144.0 PSF 4'-6" Z REFERENCE GLASS SEPARATION SCHEDULE Z 'i 5'-0" REF GLASS SILL ONLY Z EPARATIO SCHEDULE SILL ONLY z .� \ c°n �w _ + 88.5 / - 96.0 PSF SEPARATION SCHEDULE (n w +83.9 / -90.9 PSF 6' -8" to w w 2"x2 "x0.050" I ALUM B.O. TUBE - ±104.6 PSF 17 �4" MAX w= 17 �4' MAX w U SILL ONLY REF ANCHOR SCHED FOR TYPE & SPACING 4 WALL SILL TRACK 4 SCALE: 4" = V -0" MOUNTING SECTION /Lo w y4, SILL ONLY MAX - �2„ EMBED / / CONN TYPE C3 EXISTING HOST REF ANCHOR SCHED STRUCTURE FOR TYPE & SPACING BUILDOUT 2x2 n + WALL SILL TRACK 4 SCALE: 4" = V -0" MOUNTING SECTION A// ANY ANCHOR FROM p X ANY ANCHOR FROM ANCHOR SCHED AT m ANCHOR SCHED IN 12" O.C. w EDGE PAIRS AT 24" O.C. (OR STAGGER) EXISTING HOST DIST EDGE STRUCTURE 134„ EXISTING HOST DIST STRUCTURE CUT %4'W x 11/4 "D GROOVE INTO EXISTING CUT %4"W x 11/4 D GROOVE INTO EXISTING HOST STRUCTURE TO HOST STRUCTURE TO FIT RECESSED TRACK FIT RECESSED TRACK n RECESSED SILL TRACK 7 RECESSED SILL TRACK (ALT) 4 SCALE: 4" = V -0" MOUNTING SECTION 1 4 1 SCALE: 4" = 1' -0" MOUNTING SECTION 3/6" POP RIVETS OR #12 SMS i6" POP RIVETS OR #12 SMS f 3116" POP RIVETS OR #12 SMS f AT 6" O.C. (FRONT & BACK) Z AT 6" O.C. (FRONT & BACK) Z AT 6" O.C. (FRONT & BACK) Z REF GLASS n o REF GLASS a o REF GLASS a 0 r+ SEPARATION u= SEPARATION LL u SEPARATION a v REF GLASS a 0 LU SCHEDULE SCHEDULE N SCHEDULE �a SEPARATION _ 13 - SCHEDULE N 13 �4" 1"x1 0.125 1 m MAX SILL ONLY ALUM ANGLE SILL ONLY M 15 MAX SILL ONLY 16 SILL ONLY E '' CONN TYPE C4 Y2„ X CONN TYPE C5 EQ EQ CONN TYPE C4 �4" MAX 5 REF ANCHOR SCHED 14 REF ANCHOR SCHED REF ANCHOR SCHED FOR TYPE & SPACING FOR TYPE &SPACING FOR TYPE & SPACING CONN TYPE C4 0 0 0 0.637" EQ EQ REF ANCHOR SCHED /m EDGE / m EDGE EDGE o FOR TYPE &SPACING / w DIST w DIST C4 w EXISTING HOST / m / EDGE EXISTING HOST j EXISTING HOST C DIST STRUCTURE w DIST STRUCTURE STRUCTURE �� EXISTING HOST STRUCTURE s ADJUSTABLE SILL TRACK ADJUSTABLE SILL TRACK ADJUSTABLE SILL TRACK 0 g (STANDARD ANCHORAGE) 9 (1x1 ANGLE ANCHORAGE) 10 (FLANGED BOTTOM) rl 1 WALKOVER SILL TRACK 4 SCALE: 4" = 1' -0" MOUNTING SECTION 4 SCALE: 4" = V -0" MOUNTING SECTION 4 SCALE: 4" = V -0" MOUNTING SECTION 4 SCALE: 4" = 1' -0" MOUNTING SECTION SPAN SCHEDULE 1 APPLICABLE TO ALL MOUNTING CONDITIONS ON THIS SHEET, AS WELL AS DETAILS / & % BLADE SPAN ALLOWABLE DESIGN WIND PRESSURE ALL ALUM BLADES POLYCARB BLADES 4' -0" ±170.0 PSF +132.8 / -144.0 PSF 4'-6" ±162.7 PSF +118.0 i -128.0 PSF 5'-0" ±146.4 PSF +106.2 / -115.2 PSF T -6" ±133.1 PSF + 96.6 1-104.7 PSF 6' -0" ±122.0 PSF + 88.5 / - 96.0 PSF 6'-4" ±115.6 PSF +83.9 / -90.9 PSF 6' -8" ±109.8 PSF + 79.7 / - 86.4 PSF 7' -0" ±104.6 PSF +75.9 /-82.3 PSF 7-4" ± 99.8 PSF +72.4 / -78.5 PSF 7'-8" ± 95.5 PSF +69.3 / -75.1 PSF 8' -0" ± 91.4 PSF +66.4 / -72.0 PSF 8'4" ± 87.8 PSF ----- 8'-8" ± 84.5 PSF ----- 91-01, ±81.3 PSF - - - -- 9'-4" ± 78.4 PSF ----- 9'-8" ± 75.7 PSF ----- 10'-0" ±73.2 PSF - - - -- 10'-4" ± 70.8 PSF ----- 101-81, ± 68.6 PSF ----- 111-01, ± 66.5 PSF - - 11'-4" ± 64.0 PSF ----- ll'-8" ±61.3 PSF - - - -- 12'-0" ± 54.8 PSF ----- 12'-4" ± 49.1 PSF ----- 12'-8" ± 44.1 PSF ----- 13'-0" ± 39.8 PSF - - 13'-4" ± 35.9 PSF ----- 13'-8" ± 32.5 PSF ----- 14'-0" ± 29.6 PSF ----- 14'-4" ± 26.9 PSF ----- 14'-8" ± 24.5 PSF ----- 15 All ±22.4 PSF - - - -- TS58Z #'b'� %D CD �M m o+ 3fnn °o WZ Ian a � a p N ~0> o o� U p Q O w w �U�LL M Z DRAWING NUMBER: HTS.09002 SHEET 4 OF 7 Tls9Z# vo Ln ^o EXISTING HOST LEG DIRECTION MAY BE REVERSED EXISTING HOST LEG DIRECTION MAY BE REVERSED 9 ch STRUCTURE (USE APPROPRIATE CONN TYPE) STRUCTURE (USE APPROPRIATE CONN TYPE) STRUCTURE CONN TYPE C2 (REVERSED LEG DIR) CONN TYPE Cl (REVERSED LEG DIR) � e CONN TYPE C2 REF ANCHOR SCHED FOR TYPE & SPACING REF ANCHOR SCHED FOR TYPE & SPACING / REF ANCHOR SCHED CONN TYPE Cl i CONN TYPE Cl ri d FOR TYPE &SPACING REF ANCHOR SCHED FOR TYPE & SPACING i REF ANCHOR SCHED FOR TYPE & SPACING / /2" _ 1 tt EMBED 3 ti " � TYP HEAD 1 TYP HEAD I /2 TYP HEAD w & SILL EMBED 11 & SILL EMBED 11 & SILL Lu .� �2 , Y4" MAX �,� / /2" Y4 " MAX F Y4-20 BOLT Y4. MAX i''j° &NUT AT z�N W° &NUT AT G �� 12" O.C. a ° (2) 2"x5 "x0.125" 12" O.C. go Z N LL = ALUM ANGLES LL s , ar REFERENCE GLASS (n °iu REFERENCE GLASS -�' LL s-- REFERENCE GLASS SEPARATION SCHEDULE u� v SEPARATION SCHEDULE SEPARATION �a cn SEPARATION SCHEDULE --e, BUILDOUT 2x5 (STANDARD) , BUILDOUT 2x5 (2x STANDARD) 1 BUILDOUT WALL TRACK 2 +CEILING TRACK �o 5 SCALE: 4" = l' -0" MOUNTING SECTION 5 SCALE: 4" = V -0" MOUNTING SECTION 4 +CEILING TRACK 5 J SCALE: 4" = 1' -0" MOUNTING SECTION Uri REF GLASS ALUMINUM ALL ALUM BLADES SEPARATION BLADES ONLY Z ni SCHEDULE 4'-6" w +118.0 / -128.0 PSF 5' -0" "- U �(n 11 5-6" .7 PSF + 96.6 / -104.7 PSF Y4" MAX SILL ONLY #14 SMS AT 12" O.C. 2"x5 "x0.250" ALUM ANGLE EQ -* EQ j m EDGE / w DIST CONN TYPE CS REF ANCHOR SCHED FOR TYPE & SPACING EXISTING HOST STRUCTURE BUILDUP 2x5 (HEAVY) 3 + CEILING TRACK 5 SCALE: 4" = 1' -0" MOUNTING SECTION SPAN SCHEDULE NOTES: 1. SCHEDULE ABOVE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. SPAN SCHEDULE 2 APPLICABLE TO ALL MOUNTING CONDITIONS IN THIS SECTION BLADE SPAN ALLOWABLE DESIGN WIND PRESSURE ALL ALUM BLADES POLYCARB BLADES 4' 4" 1144.0 PSF +132.8 / -144.0 PSF 4'-6" 1128.0 PSF +118.0 / -128.0 PSF 5' -0" .2 PSF +106.2 / -115.2 PSF 5-6" .7 PSF + 96.6 / -104.7 PSF 6' -0" r±96.0 PSF + 88.5 / - 96.0 PSF 6'-4" 9 PSF +83.9 /-90.9 PSF 6' -8" ± 86.4 PSF +79.7 / - 86.4 PSF 7' -0" ± 82.3 PSF +75.9 /-82.3 PSF 7-4" ± 78.5 PSF +72.4 / -78.5 PSF T -8" ± 75.1 PSF +69.3 / -75.1 PSF 8' -0" ± 72.0 PSF +66.4 / -72.0 PSF 8'4" ± 66.4 PSF ----- 8'-8" ±61.3 PSF - - -- 9'-0" ± 56.9 PSF ----- 9'-4" ± 52.9 PSF ----- 9'-&' ±49.3 PSF - - - -- 10'-0" ± 46.1 PSF - - - - 10'-4" ± 43.2 PSF - - - 10' -8" ± 40.5 PSF ----- l l' -0" ± 38.1 PSF ----- l l'-4" ± 35.9 PSF ----- ll'-8" ± 33.9 PSF ----- 12'-0" ± 32.0 PSF ----- 1X-4" ± 30.3 PSF ------ 12'-8" ± 28.7 PSF ----- IT-O" ± 27.3 PSF ----- 13'-4" ± 25.9 PSF ----- 13'-8" ± 24.7 PSF - - - - - 14' -0" ± 23.5 PSF ----- 14'-4" ± 22.4 PSF ----- 14'-8tt ±21.4 PSF - - - -- 15'-0" ± 20.5 PSF - - EXISTING HOST STRUCTURE i i Xf EMBED / L - i Lu 2"x5 "x0.250" LEG DIRECTION MAY BE REVERSED (USE APPROPRIATE CONN TYPE) CONN TYPE Cl (REVERSED LEG DIR) REF ANCHOR SCHED FOR TYPE & SPACING CONN TYPE Cl REF ANCHOR SCHED FOR TYPE & SPACING � TYP HEAD 11 & SILL "J 1 %4 -20 BOLT 4" MAX & NUT AT 12" O. C. ALUM ANGLE - REFERENCE GLASS SEPARATION SCHEDULE BUILDOUT 2x5 (HEAVY) 5 + CEILING TRACK 5 SCALE: 4" = V -0" MOUNTING SECTION N O ILI LL U 1 SPAN SCHEDULE NOTES: 1. SCHEDULE ABOVE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. SPAN SCHEDULE 3 APPLICABLE TO ALL MOUNTING CONDITIONS ON THIS SHEET BLADE SPAN ALLOWABLE DESIGN WIND PRESSURE ALL ALUM BLADES POLYCARB BLADES 4' -0" 1144.0 PSF +132.8 / -144.0 PSF 4' -6" 1128.0 PSF +118.0 / -128.0 PSF T -0" 1115.2 PSF +106.2 / -115.2 PSF 5' -6" 1104.7 PSF +96.6 /-104.7 PSF 6' -0" ± 96.0 PSF + 88.5 / - 96.0 PSF 6'4' 190.9 PSF +83.9 /-90.9 PSF 6'-8" ± 86.4 PSF +79.7 /-86.4 PSF 7-0" 182.3 PSF +75.9 /-82.3 PSF 7'-4" +78.5 PSF +72.4 / - 78.5 PSF T -8" 1 75.1 PSF + 69.3 / - 75.1 PSF 8' -0" ± 72.0 PSF +66.4 / -72.0 PSF 8'-4" 168.1 PSF - - - - 8'-8" ± 64.5 PSF ----- 91-01, ±61.1 PSF - - - -- 9'-4" +58.0 PSF ----- 91-VI 155.2 PSF ----- 101-01, ± 52.5 PSF ----- 10'-4" ± 49.9 PSF ----- 10'-8" ±47.6 PSF - - - -- 11'-0" 145.4 PSF ----- ll'-4" ± 44.0 PSF ----- l l' -8" - - - - 12' -0" - - - -- 12'-4" L40.5 - ---- 12'-8" - - - - - 13' -0" ----- 13'-4" ± 35.9 PSF ----- 13'-8" 132.5 PSF ----- I,V-011 ± 29.6 PSF ----- 14'-4" 126.9 PSF ----- 8" 124.5 PSF - - - -- 15' -0" 1 122.4 PSF ----- a p n N ti Z s m 0> 0 X: 0 O; a U p Q O CJ u :5 MLL Z ko Q DRAWING NUMBER: HTS.09002 SHEET 5 OF EXISTING HOST STRUCTURE I4 I� _ l LEG DIRECTION (ONE OR BOTH) MAY BE REVERSED (USE MOST CRITICAL CONN TYPE) - CONN TYPE C3 (REVERSED LEG DIR) REF ANCHOR SCHED FOR TYPE & SPACING (NOT TO EXCEED 6" O.C. MAX) CONN TYPE Cl REF ANCHOR SCHED FOR TYPE & SPACING (NOT TO EXCEED 6" O.C. MAX) - Y _ EMBED U= um MIN wf y2" OVERLAP / o (2) 2 "x5 "X0.125" ALUM ANGLES OR (1) 2"x5"4.250" (1) 2"x5"x0.125" ALUM ANGLE REFERENCE GLASS SEPARATION SCHEDULE DOUBLE BUILDOUT 2x5 1 + WALL TRACK 6 SCALE: 4" = V -0" MOUNTING SECTION SPAN SCHEDULE 4 APPLICABLE TO ALL MOUNTING CONDITIONS IN THIS SECTION BLADE SPAN ALLOWABLE DESIGN WIND PRESSURE ALL ALUM BLADES POLYCARB BLADES 4'-0" 1150.0 PSF +132.8 / -144.0 PSF CONCRETE 1133.3 PSF +118.0 / -128.0 PSF SOLID -SET TO HOLLOW 11200 PSF +106.2 / -115.2 PSF (3192 psi MIN) 1109.1 PSF + 96.6 / -104.7 PSF BLOa (1800 psi MIN) 1100.0 PSF + 88.5 / - 96.0 PSF 1 -3/4" MIN EMBED 194.7 PSF + 83.9 / - 90.9 PSF I 1 90.0 PSF + 79.7 / - 86.4 PSF 2 -1/2" MIN EDGE DIST 185.7 PSF + 75.9 / - 82.3 PSF 3" MIN EDGE DIST 181.8 PSF + 72.4 / - 78.5 PSF 3" MIN SPACING 178.3 PSF + 69.3 / - 75.1 PSF 3" MIN SPACING 175.0 PSF +66.4 / -72.0 PSF 9-4" 1 69.1 PSF ----- 8'-8" 1 63.9 PSF ----- 9'-0" 1 59.3 PSF - - - - - 9'4' 1 55.1 PSF - - 9' -8" 151.4 PSF - - - -- 10'-0" 148.0 PSF - - - - - 10'-4" 145.0 PSF ----- 101-81, 142.2 PSF ----- 111-01, 1 39.7 PSF ----- 4" 1 37.4 PSF ----- 111-81, 1 35.3 PSF ----- 12'-0" 1 33.3 PSF ----- 12!-4" 1 31.6 PSF ----- 12--8" 1 29.9 PSF ----- IT-O" 1 28.4 PSF ----- 13'-4" 12 FT ----- 13'-8" 55 - - - - - 14' -0" L25.7 - - - - - 14'-4" 52 14'-8" 55 - - - - - 15' -0" 1 21.3 PSF ----- PAIRS OF 1/4 -20 BOLTS WITH NUTS OR #14 SMS AT 12" O.C. 1/4 -20 BOLT & NUT AT 12" O.C. 9 TYP HEAD & SILL Y4' MAX 1 1 1 Z `r cn Lu �Iu 1 SPAN SCHEDULE NOTES: 1. SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. SUPPORT BEAM AT SHUTTER END EXISTING HOST STRUCTURE REF "BEAM ANCHOR SCHEDULE" FOR ANCHOR TYPES & QUANTITIES / (TOTAL OF ANCHORS IN BOTH ANGLES AT EACH CONNECTION) (3)1/4 -20 BOLTS & NUTS - PER CONNECTION 1/4 -20 BOLT & NUT AT 12" O.C. TYP HEAD & SILL REF "BEAM DESIGN SCHED" EMBED CEILING TRACK PER LEG DIRECTION lid a MOUNTING SECTION LU Q OF EITHER - - - - - - o E2 ANGLE MAY BE I�o REVERSED ' - , - k , Ln U (NOTE ALT -I T ANCHOR m LOCATION) i = w w (TYPICAL ALL m - - - - - - "4j CONNECTIONS) -- ,y W II ii ii rJJ 1, EMBED �- ADJUSTABLE SILL TRACK 1 „ IL PER MOUNTING SECTION / SILL ONLY REF "BEAM DESIGN SCHED" 1/4 -20 BOLT & NUT (3)1/4 -20 BOLTS & NUTS AT 12" O.C. PER CONNECTION REF "BEAM ANCHOR SCHEDULE" FOR ANCHOR TYPES & QUANTITIES (TOTAL OF ANCHORS IN BOTH EXISTING HOST ANGLES AT EACH CONNECTION) STRUCTURE n SUPPORT BEAM AT SHUTTER ENDS 6 j SCALE: 4" = 1' -0" MOUNTING SECTION BEAM ANCHOR SCHEDULE BEAM ANCHOR SCHEDULE NOTES: 1. SCHEDULE GIVES MINIMUM NUMBER OF ANCHORS REQUIRED PER CONNECTION (i.e. TOTAL QUANTITY AT EACH BEAM END). 2. ANCHORS SHALL BE DISTRIBUTED EVENLY BETWEEN THE (2) ANGLES AT EACH CONNECTION. 3. ANCHORS SHALL ALSO BE BALANCED ACROSS THE LENGTH OF EACH ANGLE, WITH 3/4" MIN EDGE DISTANCE TO END OF ANGLE. BEAM DESIGN SCHEDULE SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURE IN LB /FTz (PSF) zd 1/4" ITW TAPCONS TO 1/4-20 ALL POINTS 1/4" ITW TAPCONS TO 1/4-20 ALL POINTS #14 SCREWS TO a m m CONCRETE SOLID -SET TO HOLLOW BLOCK SOLID -SET TO HOLLOW WOOD (3192 psi MIN) CONCRETE (3000 psi MIN (1500 psi MIN) BLOa (1800 psi MIN) (G =0.55 MIN) Z 1 -3/4" MIN EMBED 718" MIN EMBED 1 -3/4" MIN EMBED 7/8" MIN EMBED 2" MIN EMBED Z 2 -1/2" MIN EDGE DIST 3" MIN EDGE DIST 2 -1/2" MIN EDGE DIST 3" MIN EDGE DIST 3/4" MIN EDGE DIST v 3" MIN SPACING 3" MIN SPACING 3" MIN SPACING 3" MIN SPACING 3" MIN SPACING A 2 PER CONN 2 PER CONN 4 PER CONN 2 PER CONN 2 PER CONN B 2 PER CONN 2 PER CONN 6 PER CONN 4 PER CONN 4 PER CONN C 4 PER CONN 4 PER CONN 8 PER CONN 4 PER CONN 4 PER CONN D 4 PER CONN 4 PER CONN --- N/A - - - 6 PER CONN 8 PER CONN BEAM ANCHOR SCHEDULE NOTES: 1. SCHEDULE GIVES MINIMUM NUMBER OF ANCHORS REQUIRED PER CONNECTION (i.e. TOTAL QUANTITY AT EACH BEAM END). 2. ANCHORS SHALL BE DISTRIBUTED EVENLY BETWEEN THE (2) ANGLES AT EACH CONNECTION. 3. ANCHORS SHALL ALSO BE BALANCED ACROSS THE LENGTH OF EACH ANGLE, WITH 3/4" MIN EDGE DISTANCE TO END OF ANGLE. BEAM DESIGN SCHEDULE SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURE IN LB /FTz (PSF) zd R cn 2 "x3 "x1/8" BEAM 2"x5"xl/8' BEAM 2 "x8 "x1/8' BEAM 2 "X9 "x1/8" BEAM a m m ce 55 N CONNECTION TYPE A B C D CONNECTION TYPE A I B C D CONNECTION TYPE A I B C D CONNECTION TYPE A B C D 5 FT 146 146 125 146 146 146 125 146 146 146 125 146 146 146 6 FT 122 122 104 122 122 122 104 122 122 122 104 122 122 122 8 FT r73 91 91 78 91 91 91 78 91 91 91 78 91 91 91 v 10 FT 73 73 62 73 73 73 62 73 73 73 62 73 73 73 12 FT 52 55 55 55 52 55 55 55 52 55 55 55 52 55 55 55 5 FT 100 140 140 140 100 146 146 146 100 146 146 146 100 146 146 146 6 FT 83 117 117 117 83 122 122 122 83 122 122 122 1 83 122 122 122 rL 8 FT 62 88 88 88 62 91 91 91 62 91 91 91 1 62 91 91 91 Ln 10 FT 50 70 70 70 50 73 73 73 50 73 73 73 1 50 73 73 73 12 FT 42 55 55 55 42 55 55 55 42 55 55 55 42 55 55 55 5 FT 81 81 81 81 83 1 128 146 146 83 128 146 146 83 128 146 146 6 FT 68 68 68 68 69 1 107 122 122 69 107 122 122 69 107 122 122 rL 8 FT 51 51 51 51 52 80 91 91 52 80 91 91 52 80 91 91 m 10 FT 41 41 41 41 42 64 73 73 42 64 73 73 42 64 73 73 12 FT 34 34 34 34 35 53 55 55 35 53 55 55 35 53 55 55 5 FT 51 51 51 51 71 110 142 146 71 110 142 146 71 110 142 146 6 FT 43 43 43 43 59 91 1--- 122 59 91 1--- 122 59 91 1--- 122 rL 8 FT 32 32 32 32 45 69 89 91 45 69 89 91 45 69 89 91 10 FT 26 26 26 26 36 55 71 73 36 55 71 73 36 55 71 73 12 FT 21 21 21 21 30 46 55 55 30 46 55 55 30 46 55 55 5 FT 34 34 34 34 62 96 122 122 62 96 125 146 62 96 125 146 6 FT 29 29 29 29 52 80 101 101 52 80 104 122 52 80 104 122 M 8 FT 21 21 21 21 39 60 76 76 39 60 78 91 39 60 78 91 m 10 FT --- - - - --- - - - 31 48 61 61 31 48 62 73 31 48 62 73 12 FT --- - - - --- - - - 26 40 51 51 26 40 52 55 26 40 52 55 5 FT 24 24 24 24 55 85 85 85 85 111 146 55 85 111 146 6 FT ZO 20 20 20 46 71 71 71 71 92 122 46 71 92 122 8 FT - - - - - - - - 35 53 53 53 r28 53 69 91 35 53 69 91 10 FT --- - - - --- - - - 28 43 43 43 43 55 73 28 43 55 73 12 FT - - - - - - - - - - - 23 36 36 36 36 46 55 23 36 46 55 5 FT --- - - - --- - - - 50 62 62 1 62 50 77 100 146 50 77 100 146 6 FT --- - - - --- - - - 42 52 52 52 42 64 83 122 42 64 83 122 CD 8 F - -- - -- - -- --- 31 39 39 39 31 48 62 91 31 48 62 91 ~ 10 FT - - - --- - - - --- 25 31 31 31 25 38 50 73 25 38 50 73 12 FT - - - - - - 21 26 26 26 21 32 42 55 21 32 42 1 55 5 FT - - - --- - - - --- 36 36 1 36 36 42 64 83 122 42 64 83 1 138 6 FT --- - - - --- - - - 30 30 1 30 30 35 53 69 102 35 53 69 115 N 8 FT --- - - - --- - - - 23 23 23 23 26 40 52 76 26 40 52 86 10 FT - -- - -- - -- --- - -- -- --- - -- 21 32 42 61 21 32 42 69 12 FT - -- -- - -- -- - -- --- --- - -- - -- 27 35 51 - -- 27 35 55 5 FT --- - - - --- --- 23 23 23 23 36 55 71 82 36 55 71 101 6 F - -- - -- -- - -- - -- - -- -- - -- 30 46 59 68 30 46 59 84 8FT - -- - -- - -- - -- - -- - -- - -- - -- 22 34 45 51 22 34 45 63 ~ 1OFT - -- - -- - -- - -- - -- - -- - -- - -- --- 27 36 41 - -- 27 36 51 12 FT - -- I - -- - -- --- - -- -- - - -- --- 23 30 34 - 23 30 42 REFER TO SPAN SCHEDULES FOR MAX ALLOWABLE SHUTTER SPANS AND PRESSURES BEAM DESIGN SCHEDULE NOTES: 1. SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE BEAM SPAN AND SHUTTER SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. SHUTTER SPANS AND ALLOWABLE DESIGN PRESSURES SHALL BE LIMITED TO THOSE PROVIDED IN APPROPRIATE SPAN SCHEDULE(S). ztsszn ro� � m ^ corn CM� MN C; M�R��,� W NN rl R � Lu ppo zm >.[u- U 0 c�. m O J gL o G 0 Z N 0 Q m a a I Q p N ~0> a O 00 o Q a'7 O w U Lu H W ^ tn- M Zz� � Lm D Q � DRAWING NUMBER: HTS.09002 SHEET 6 j7 •Florida B`uilcding Code Online Page r oft _. _ n.^ —nth+' �i+- .meazm••Y w_ gas Home Log in User Registration Hot Topics Submft Surcharge Stats & Facts Publications FSC Staff SCIS Site Map Unks Search Business- Product �ppravaf ona U : Public iofeSSia 0 h.• m ... i'3M Prodwt Approval Menu > Product or Application search > Agalication !JsL > ApplIcation Detail FL # FL15715 Application Type New .' Code Version 2010 Application Status. Approved Comments Archived Product Manufacturer Hurst Awning Company Inc. Address /Phone/Email 6865.N.W. 36 Avenue Miami, FL 33147 (305) 635 -0900 yovanna @hurstawp�ng. corn rs Authorized Signature Vladimir Knezev • a KAENG@aol.co t 1 r Garda 1 Technical Representative Toe t Address /Phone/Email 6865 NW 36th Avenue ? Miami, FL 33147 (305) 693 -0600 joeg@hurstawning.com Quality Assurance Representative Address /Phone/Email Category Shutters Subcategory Accordion pb` ff E"Wun Report from a Florida Registered Architect or a Ucensed Compliance Method � Frofessional Engineer Eya`IuatiReport - Hardcopy Received Christl�an Langley Fiorida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Na tonal Accr d nd Management Institute Quality Assurance Entity Quality Assurance Contract Expiration Date 12/31/2012 Validated By Vladimir Knezevic Validation Checklist - Hardcapy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL15715 RO COI Certificate or Independence HVHZ and Non - HVHZ.odf aLA TAS 201, 202 and 203 Year 1994 lhttn: / /-�wwv.tloridabuilding. ors /pr /pr_ app _dtl.aspx ?param= wGEVXQ` tDnt3elSA1nEOW... 8 /10/2012 r , http :J /wvww.floridabuildjug.org/... Florida Building Code. Online - Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 06/21/2012 06/21/2012 06/28/2012 08/07/2012 Page 2- of 2_ � _ Summary of Products FL # Model, Number or Name Description IN -, CCORDION SHUTTER - Extruded Aluminum alloy components such as headers, sills, centermates and interlocking blades that make up a -: folding shutter. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15715. RO II HTS 09002 HVHZ.odf Approved for use outside HVHZ: Yes Verified By: Christian Langley PE 67382 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: See Span Schedule 1 on page 4 of 7, Span Evaluation Reports FL15715 RO AE Evaluation Report HVHZ.odf Schedules 2 & 3 on page 5 of 7 and Span Schedule 4 on Created by Independent Third Party: Yes page 6 of 7 far Blade Span vs Allowable Design Wind Pressure. 15715.2 HT -100 ACCORDION SHUTTER - Extruded Aluminum alloy components such as headers, Non -HVHZ sills, centermates and interlocking blades that make up a folding shutter. Limits of Use Approved for use in HVHZ: No Installation Instructions FLIS715 RO II HTS 09001 Non -HVHZ .odf . Approved for use outside HVHZ: Yes Verified By: Christian Langley PE 67382 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other. See Span Schedule 1 on page 4 of 7, Span Evaluation Reports FL+5715 RO AE Evaluation Report Non- HVHZ.odf Created by Independent Third Party: Yes Schedules 2 & 3 on page 5 of 7 and Span Schedule 4 on page 6 of 7 for Blade Span vs Allowable Design Wind Pressure. aadk nest: Contact Us :: i94a North Monroe street Tallaha —e FL 32399 cow- 850-487 -1824 The State of Florida is an AAJEEO employer. r'onvrtaht 2007 -2010 State of Florida.:: Privacy statement:: Accessibility Statement :: ReR rid �tement Under Florida law, email addresses are public records. U you do not want your a-mail address released in response to a public records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mall. If you have am/ questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, elTective October 1, 2012, licensaes licensed underChapter 455, F.S. must provide the Department with an email address if they have one The smalls provided may be used for official communication with the 11 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 45S, F.S., please dick hem. Product Approval Accepts: crane. SeCV+?ED' �• paac'aa aP Ywlalgn lattp : / /www.foridabuilding.org/pr /Pr aPP_ du• asPx? pa'Tam= wGEVXQwtDgt3e1SA1nEOW... 9/27/2012 PRODUCT APPROVAL EVALUATION REPORT Rule 9N -3 F.A.C., Section 553.842 F.S. HTS.09002 6/20/2012 Report Number Report Date Product Manufacturer: Product Name/Model & Description: Hurst Awning Co. Inc. HT -100 Accordion Shatter 6865 NW 36th Avenue Aluminum Accordion Shutter Miami, FL 33147 (HVHZ Scope: This product has been evaluated by the below- signed Florida Professional Engineer for compliance with the Code noted herein and is, for the purpose intended, at least equivalent to that required by the Code, in accordance with section 553.842 F.S. & chapter 9N -3 F.A.C. Re- evaluation of this product shall be required following applicable Code modifications or revisions.. Code: 2010 Florida Building Code, inclusive of all Supplements effective as of this report date. Compliance Method: 9N -3.005 (1)(d) — Evaluation Report from a licensed Professional Engineer Product Description: Product Approval Drawing #HTS.09002, prepared by Nu -Wind Engineering, signed and sealed by the below- signed Professional Engineer, is an integral part of this Evaluation Report. Limitations & Conditions of Use: • This product has been evaluated for use within & outside the HVHZ (High Velocity Hurricane Zone) • Impact Resistance: Large Missile Impact Resistant • Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material /grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. T est Re orts- Test Lab Report Number Test Standard &Description Construction Testing Corp 96 -024 TAS 201 & 203 (impact & cyclic loading) (CTC) — Hollywood, FL TAS 202 (uniform static pressure) Construction Testing Corp 97 -046 TAS 201 & 203 (impact & cyclic loading) (CTC) — Hollywood, FL TAS 202 (uniform static pressure) Construction Testing Corp 02 -039 TAS 201 & 203 (impact & cyclic loading) (CTC) — Hollywood, FL TAS 202 (uniform static pressure) Construction Testing Corp 08 -009 TAS 201 & 203 (impact & cyclic loading) (CTC) — Hollywood, FL I TAS 202 (uniform static pressure) Engineering Analysis: The following engineering analyses and /or calculations have been performed: • Comparative analysis has been performed based on the standard tests listed herein. • Rational analysis has been performed per Code requirements and acceptable standards of engineering principles (but not in lieu of standard tests required by the Code), including the following: Engineer's sig Lure & seal • Anchorage to resist applied design loads with required 4:1 valid for.page . through 1 safety factior • Structural load resistance of product components & /or L assembly per Aluminum Design Manual 2005 JU 012 • No increase in allowable stress has been used in the evaluation Christiari;Lan•' a P.E. of this product. Nd -Wind Eng e' ring FL PE #67382• . #28511 Page 1 of 1 r N O O Z T M a m A a r N 0 I 0 n n 0 z T r w w w N 0 T n w w w W a, it T x w W w o� rn g 0 n 0 http J /-wwvw. :flondabuilding.org/... Florida Building Code Online • - Page`1 of2 Form Title: Validation checklist for evaluation report from an architect or engineer Form *: 9N,3.011(3)(c) �3M• Administrative Validation 1. Verify the evaluator is a Florida Registered Architect or Florida professional Engineer who has taken the care building code course. G 2. Verify submission of the evaluator's certification of Independence. Cti 3. If the evaluation is not performed by a third party independent of the manufacturer then verify validator's certificate of independence. 4. Verify the evaluation report is for the products listed on the application as described an the application and that the products are within the scope of Rule 96-72. [� 5. Verify that test reports demonstrating compliance were performed at a test lab accredited by an approved accreditation body for the test performed, and verify test lab location. l� 6. Verify that the test reports or rational analysis are required by the Building Code as a component of a product approval for the product category and subcategory. E 7. Verify that rational analysis demonstrating performance were executed utilizing current code requirements and was not used in lieu of a standardized test required by the Code or that rational analysis was not required. r S. Verify that all data, test reports and calculations, are substantiated on the report. C 9. Verify that the application has the Code sections and reference standards for which the evaluation demonstrates compliance. )r• 10. Verify the method of demonstrating compliance indicate any limitations on the use of the product, as Intended. )✓ 11. Verify the manufacturer installation instructions are in accordance with the evaluation report, and attachments are provided. !~ 12. Verify that a quality assurance program audited by a Florida Building Commission approved third party quality assurance agency is in place. E7 To the best of my /our knowledge, this application is complete, the items in the checklist above have been verified and reviewed, and the evaluation report submitted with this application Indicates that the product, method, or system described in this application meets or exceeds the Florida Building Code requirements and reference standards listed in the application. Back Next Contact Us :: orth Monroe Street Tailaha =se FL 3344 Phone: 850- 487 -1824 The State of Florida Ls an ANEW employer. copyright 2007 -2010 State oP Fl rlda.:: p"CV Statement:: A[rs55INRY Statement :: Refl.nd Gtaten+ent http://www.floridabuilding.org/pr/pi�_app--.c-hek-asPx 9/27/2012 HT -100 ACCORDION SHUTTER GENERAL NOTES 1. THE SYSTEM DEPICTED HEREIN HAS BEEN TESTED & EVALUATED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALLOWABLE DESIGN PRESSURES SHOWN HEREIN ARE BASED ON ALLOWABLE STRESS DESIGN (ASD). THIS SYSTEM HAS BEEN EVALUATED WITHOUT A ONE -THIRD INCREASE IN ALLOWABLE STRESS. 3. SITE WIND PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE ENGINEERING CERTIFICATION IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE - SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS APPROVAL. 5. CONTRACTOR, ARCHITECT, ENGINEER OF RECORD, OR BUILDING OFFICIAL SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. 6. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALLOY & TEMPER, U.N.O. 7. ALL POLYCARBONATE COMPONENTS SHALL BE FABRICATED FROM 100% " LEXAN " POLYMER (BY SABIC INNOVATIVE PLASTICS) APPROVED FOR OUTDOOR USE WITHIN THE HVHZ. 8. SHUTTERS SHALL HAVE A MINIMUM OF ONE LOCK LOCATED WITHIN 18" OF MID -SPAN (MEASURED VERTICALLY) AT ANY HORIZONTAL LOCATION, AND SHALL BE ENGAGED WITH SHUTTER IN "CLOSED" POSITION TO PROVIDE HURRICANE PROTECTION. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER UNIT CONTAINING ALL INFORMATION SPECIFIED IN THE ABOVE -NOTED BUILDING CODE, AS WELL AS THE FOLLOWING: HURST AWNING CO. INC. FLORIDA PRODUCT APPROVAL 10. HEAD & SILL DETAILS MAY BE INTERCHANGED WHERE NOTED IN MOUNTING SECTIONS TO FIT FIELD CONDITIONS. 11. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. ALL 3/16.0 POP RIVETS SHALL BE 5052 -H32 ALUMINUM ALLOY OR STRONGER. 12. OPTIONAL: SHUTTER BLADES MAY BE STACKED (i.e. HELD IN OPEN POSITION) USING ANY COMBINATION OF THE FOLLOWING METHODS: • ALUMINUM "STACK LOCKING CLIP" (PART #26) • PLASTIC CLIP PLACED IN TRACK (HEAD &/OR SILL) • PULL -OUT CLEVIS PIN INSERTED INTO TRACK (HEAD &/OR SILL) • VELCRO STRAP AROUND STACKED BLADES (AT ANY HEIGHT) 13. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE. ,I- 2.420„ TRACK COMPONENTS 0.097" co o r- 0.076" 0.076" 0 0.055" cii, 0.055" - 0.600" Q WALL TRACK SCALE: 13 0 0 Joi 0.125" 0.130" T -� 0.076" 0.055" roi 0.055" X* 0.600" 1 1 n l BUILDOUT WALL TRACK SCALE: 1:3 /L 1.840" 0.076" 0.076" 0.0 55" 0 .055" d w in z. �N LLj S� ww (HVHZ) UNLIMITED WIDTH ING )NS WITHIN 18" OF MID -SPAN, & ANYWHERE ALONG HORIZ SHUTTER WIDTH 1 TYPICAL ELEVATION k--lJ SCALE: N.T.S. EXTER ELEV 1.685 "' A f-f 0. 00" Ln _ 0 055" o `- TYP 7 n CEILING TRACK n ADJUSTABLE SILL TOP SCALE: 1:3 SCALE: 1:3 /- 2.420" - .L 1.475" f� 0.500" - 1.076" ,t 0.076" N rO!.O76 N 7" j WALL SILL TRACK SCALE: 1:3 'r 0.055" TYP N _ N N I N /- 1.533" -/ - 1.090 "� 0.600" =� 0.0551, TYP 0076" .F- 1.840" I �- 3.448" n WALKOVER SILL TRACK SCALE: 1:3 0.055" TYP 1.250" { N} N 0.500" , E0.136- N 0.05511- 1.533" �- 3.283" -� �--� ADJUSTABLE SILL � ADJUSTABLE SILL l i a l BOTTOM l i 41 BOTTOM (ALT) SCALE: 1:3 SCALE: 1:3 i' 3.000" 0.600' nj c (n 0.062" TYP 0.724" 17 RECESSED SILL TRACK SCALE: 1:3 0 0 0.125" TYP /---2.000" TO 5.000" ANGLE SCALE: 1:3 ALT LOCK LOCATION AT END 4.534" R0.143" R0.287"-, r 0.052" i (1 1 ALUMINUM BLADE SCALE: 1:3 BLADE COMPONENTS 4.559" *0.143" 80.287" ,` �101. 5 22" 0.80.265 POLYCARB 0.224" 0.050" URETHANE ADHESIVE ' ! FULL LENGTH EACH SIDE ' 1.503" 2 POLYCARBONATE BLADE 7 END SLAT SCALE: 1:3 SCALE: 1:3 3.429" 4.478" RO.287" 7 i - 0.052" RO.287" I z l ALUM BLADE ADAPTER SCALE: 1:3 80.143" 0.060" TYP tc1 0 N 0.060" ^, TYP a "I Lq ' c0 .-I 5 CENTERMATE 1 SCALE: 1 :3 �RO.143" 80.143" .- Q,100" rn a 0.070" -� ��- 0.076" l a l UNIMATE SCALE: 1:3 !fill Lo 80.255" 0.060" TYP O 4 .4 Isal ALT CENTERMATE 1 SCALE: 1:3 ASSEMBLY COMPONENTS 0.050" RO.1`6_0_" o 1.100" 1.500" • NYLON ROLLERS • STAINLESS STEEL CARRIAGE & RIVETS n ROLLER ASSEMBLY SCALE: 1:3 0.050" TYP "* 8 90° END SLAT SCALE: 1:3 80.143" 0.060" TYP ---� z in 0.060" ni �n nNi, n TYP � -.� 2.101" --� 6 CENTERMATE 2 SCALE: 1:3 0.060" Tro�.060-1 ': - RO.lk R0.255" Ln 'r , ''e it 8 u1 N IFaI ALT CENTERMATE 2 SCALE: 1:3 0.322" 0.322" MIN MIN #14 SCREWS o W/ #10 HEAD o0 c (410 HT S.S.) M N �I 20a TYP 20b n #10 KNUCKLE SCREWS SCALE: 1:3 fib 0.230" f-* 0.230" ice- 0.230" ,h� 0.204" ' .- 0.430" LL. � 0.485" � g Q).-0.375" u , s, �: 0.454" o � 0.115" 0.115" `� [�]] f3 /4 �=O /1/� 0.115" of M 0.340' � C a NI 0 0 NYLON BUSHINGS SCALE: 1:3 tueZ# -CFO w o t M� •�:� cwoN, •�t{Cj Lo :� cu ip a JLL 00 a: Z4 l Op�ViV� I i O a � j w w:(� CC CI J.j �; c 1'4' CWT- •��- �OZ�/+ p N N b +Z2 j 0 =o O O f a U p 0 ui " w VJU tM M LL 2z �z t� < DRAWING NUMBER: HTS.09002 ►lymMa1 1 OF / `/ S a s LOCKS & ACCESSORIES ,�— 2.812" 0.750" o ❑ 0.3 2" SQ 0.686" THICKNESS: 0.125" (STAINLESS STEEL) 22 HOOK LOCKING ARM I dal HOOK LOCKING ARM BUSHING SCALE: 1:3 SCALE: 1:3 NYLON 1.400" 1.750" 0.050" 0.078" 0.781" 0.188' 0.376 TYP 23 HOOK LOCK INSERT 25 HANDLE (OPTIONAL) SCALE: 1:3 SCALE: 1:3 .-2.373"----/ ^ 0.070" TYP o — R0.306 0.174" 1.350" I jai STACK LOCKING CLIP SCALE: 1:3 OPTIONAL LOCKING ROD (0.50 "0 x 12" MIN, WITH 1" TAPER) OPTIONAL HANDLE HANDLE AT LOCK LOCATION % �a1 " ERMATES" I KEYED CYLINDER "ALT LT CENTERMATES "-'� � OR THUMB -TURN _ ! (EGRESS) 4 EXTERIOR L- HANDLE LOCK k--2.) SCALE: 1:3 HORIZ SECTION PUSH - BUTTON LOCK OR THUMB TURN (EGRESS) �` y 1�w _6_ UNIMATE + PUSH - BUTTON 2 SCALE: 1:3 HORIZ SECTION 0.634 "x0.056" S.S. WASHER ! s, i 6� ' 1c 20a I20b ' 0.634 "x0.056" TYPICAL S.S. WASHER BLADE ASSEMBLY Q2j SCALE: 1:3 SIDE ELEVATION OPTIONAL LOCKING ROD (0.50 "0 x 12" MIN, WITH 1" TAPER) OPTIONAL HANDLE AT LOCK LOCATION--\ 1 i "CENTERMATES" OR "ALT CENTERMATES" KEYED CYLINDER OR THUMB -TURN (EGRESS) 5 INTERIOR L- HANDLE LOCK 2 SCALE: 1:3 HORIZ SECTION 1 " DIAM PULL -OUT CLEVIS PIN 7 UNIMATE + CLEVIS PIN 2 SCALE: 1:3 HORIZ SECTION TT582# _lrD �o n HORIZONTAL SECTIONSal; 7 Y; T ANY ANCHOR FROM ANCHOR ✓ !� i (N WHERE NO POLYCARB • ■� SCHEDULES AT 24" O.C. i - % / 6%2" MAX j BLADES ARE INCLUDED IN S � z /+ t SHUTTER, REF "ALL ALUM 8 ANY ANCHOR - /[ BLADES" SPAN SCHEDULE FROM ANCHORo SCHED AT 24" O.C. r- \�\ / G a 100° \ MAX MIN (1) LOCK / PER SHUTTER \\ ! c (SEE OPTIONS f \ \� THIS SHEET) CD 2 SHUTTER ASSEMBLY WITH ALUMINUM BLADES �w 2 SCALE: 1:3 HORIZ SECTION .., A= i- ANY ANCHOR FROM ANCHOR SCHED AT 24" Q.C. � z ! ANY ANCHOR FROM i POLYCARB & ALUM BLADES ALUM CLOSURE ANCHOR SCHEDULES AT 24" O.C. 1 MAY BE COMBINED ANGLE WITH MAX p �' (REF "POLYCARB BLADE" DIMENSIONS: o 612" MAX , SPAN SCHEDULE) ! 7 •1 "xl "x0.055" z N f t • 1 "x2 "4.055" N I � 1"X21/2"4.055" , 1000 �\ ° • 2 "2"0"4.055" MAX MIN (1) LOCK \ \� / � MAX • 2 "2`x4"4.055" • w > o z m PER SHUTTER \ •2 "x5 "x0.125" (SEE OPTIONS THIS SHEET) �' — 10 SMS OR 316" POP RNETS AT 18" O.C. ° En �i 3 SHUTTER ASSEMBLY WITH POLYCARB BLADES o 2 SCALE: 1:3 HORIZ SECTION o Q loi U p a � O azOa�u�- d �J: a i 1.4-20 THUMBSCREW n UNIMATE + THUMBSCREW Q2J SCALE: 1:3 HORIZ SECTION W NW r` LL U Q M kD LPL u M = z jZ �n � a >� DRAWING NUMBER: HTS.09002 SHEET i � OF 1.220 ",!' Am- 0.310" 0.770" + 0.630" - 0,080" 22 HOOK LOCKING ARM I dal HOOK LOCKING ARM BUSHING SCALE: 1:3 SCALE: 1:3 NYLON 1.400" 1.750" 0.050" 0.078" 0.781" 0.188' 0.376 TYP 23 HOOK LOCK INSERT 25 HANDLE (OPTIONAL) SCALE: 1:3 SCALE: 1:3 .-2.373"----/ ^ 0.070" TYP o — R0.306 0.174" 1.350" I jai STACK LOCKING CLIP SCALE: 1:3 OPTIONAL LOCKING ROD (0.50 "0 x 12" MIN, WITH 1" TAPER) OPTIONAL HANDLE HANDLE AT LOCK LOCATION % �a1 " ERMATES" I KEYED CYLINDER "ALT LT CENTERMATES "-'� � OR THUMB -TURN _ ! (EGRESS) 4 EXTERIOR L- HANDLE LOCK k--2.) SCALE: 1:3 HORIZ SECTION PUSH - BUTTON LOCK OR THUMB TURN (EGRESS) �` y 1�w _6_ UNIMATE + PUSH - BUTTON 2 SCALE: 1:3 HORIZ SECTION 0.634 "x0.056" S.S. WASHER ! s, i 6� ' 1c 20a I20b ' 0.634 "x0.056" TYPICAL S.S. WASHER BLADE ASSEMBLY Q2j SCALE: 1:3 SIDE ELEVATION OPTIONAL LOCKING ROD (0.50 "0 x 12" MIN, WITH 1" TAPER) OPTIONAL HANDLE AT LOCK LOCATION--\ 1 i "CENTERMATES" OR "ALT CENTERMATES" KEYED CYLINDER OR THUMB -TURN (EGRESS) 5 INTERIOR L- HANDLE LOCK 2 SCALE: 1:3 HORIZ SECTION 1 " DIAM PULL -OUT CLEVIS PIN 7 UNIMATE + CLEVIS PIN 2 SCALE: 1:3 HORIZ SECTION TT582# _lrD �o n HORIZONTAL SECTIONSal; 7 Y; T ANY ANCHOR FROM ANCHOR ✓ !� i (N WHERE NO POLYCARB • ■� SCHEDULES AT 24" O.C. i - % / 6%2" MAX j BLADES ARE INCLUDED IN S � z /+ t SHUTTER, REF "ALL ALUM 8 ANY ANCHOR - /[ BLADES" SPAN SCHEDULE FROM ANCHORo SCHED AT 24" O.C. r- \�\ / G a 100° \ MAX MIN (1) LOCK / PER SHUTTER \\ ! c (SEE OPTIONS f \ \� THIS SHEET) CD 2 SHUTTER ASSEMBLY WITH ALUMINUM BLADES �w 2 SCALE: 1:3 HORIZ SECTION .., A= i- ANY ANCHOR FROM ANCHOR SCHED AT 24" Q.C. � z ! ANY ANCHOR FROM i POLYCARB & ALUM BLADES ALUM CLOSURE ANCHOR SCHEDULES AT 24" O.C. 1 MAY BE COMBINED ANGLE WITH MAX p �' (REF "POLYCARB BLADE" DIMENSIONS: o 612" MAX , SPAN SCHEDULE) ! 7 •1 "xl "x0.055" z N f t • 1 "x2 "4.055" N I � 1"X21/2"4.055" , 1000 �\ ° • 2 "2"0"4.055" MAX MIN (1) LOCK \ \� / � MAX • 2 "2`x4"4.055" • w > o z m PER SHUTTER \ •2 "x5 "x0.125" (SEE OPTIONS THIS SHEET) �' — 10 SMS OR 316" POP RNETS AT 18" O.C. ° En �i 3 SHUTTER ASSEMBLY WITH POLYCARB BLADES o 2 SCALE: 1:3 HORIZ SECTION o Q loi U p a � O azOa�u�- d �J: a i 1.4-20 THUMBSCREW n UNIMATE + THUMBSCREW Q2J SCALE: 1:3 HORIZ SECTION W NW r` LL U Q M kD LPL u M = z jZ �n � a >� DRAWING NUMBER: HTS.09002 SHEET i � OF a g °I SPECIAL INSTALLATION OPTIONS: (2) ANCHORS PER ANGLE (USE ANY ANCHOR FROM ANCHOR SCHED) APPLICABLE TO ALUM J AND POLYCARB BLADES ! #10x3 /4" GALV OR S.S. SMS, T 3/16" ALUM POP RIVETS, OR ? 4' -20 THRUBOLTS AT 24" O.C. I (3) #10x3/4" GALV OR S.S. SMS OR 3/16" ALUM POP RIVETS EACH ANGLE TO TUBE (2) 1 "x2 "4.125" (MIN) 6063 -T6 ALUMINUM G ANGLES AT TOP AND BOTTOM C OF EACH TUBE ALT: ANY LOCKING I� �I CENTERMATE AT CORNER 1 CORNER CLOSURE WITH POST 3 SCALE: 1:3 HORIZ SECTION 1; r�4 -20 BOLTS & NUTS AT -^ 24" O.C. 2 "x2 "x0.125" � k, ALUM ANGLE EXISTING STRUCTURE;' / �y CORNER CORNER CLOSURE WITH 2 CENTERMATES (NO POST) 3 SCALE: 1:3 HORIZ SECTION FOR BUILDOUT CONDITIONS, FASTEN TRACK TO B.O. ANGLE. PER APPROPRIATE MOUNTING SECTION DETAIL f J ANCHORS FOR WALL MOUNT CONDITIONS —ALT: ANCHORS FOR TRAPPED CONDITIONS ANCHOR TYPE & o SPACING PER ANCHOR SCHED, o MIN (2) ANCHORS PER SEGEMENT ANY TRACK SHOWN TACK WELD AT EACH HEREIN (HEAD OR SILL), i SEAM BETWEEN ,� V SEGMENTED TO FIT CURVE TRACK SEGMENTS — i NOTE: ANCHOR INSTALLATION CRITERIA (EMBED, EDGE DIST, SPACING, ETC.) SHALL APPLY AS NOTED IN ANCHOR SCHEDULE & NOTES n SEGMENTED TRACK OPTION 3 SCALE: 1 :3 PLAN VIEW EXISTING/ STRUCTURE (OUTSIDE CORNER) " " 3OLT & NUT O.C. 14 -20 BOLT & NUT AT 24" O.C. (x2) ,4 -20 BOLT & NUT AT 24" O.C. — (x2) , \ / J STUD & TRUSS/RAFTER MOUNTING CONDITIONS: PLATE TO EACH RAFTER WITH ANCHOR TYPE AND QUANTITY PER SCHED BELOW: #14 WOOD SCREW (2" MIN EMBED) 14 EXISTING WOOD 1/4" TAPCON (1314" MIN EMBED) 5 TRUSSES OR RAFTERS AT 1%" MIN 24" O.C. MAX — SPACING ANCHOR QUANTITY (G =0.55 MIN) 7 J/ (TYPICAL) PER RAFTER EDGE 0.125" OR 0.250" THICK ALUM PLATE DIST (WIDTH TO ACCOMMODATE ANCHOR 3 1A ,/ „ QUANTITIES PER TABLE ABOVE) //l. U I III i— TRACK TO PLATE WITH #14 SMS / / 17"IJ 14" MAX EXISTING BETWEEN RAFTERS AT SPACING BELOW: STRUCTURE; / / /EXISTING / li • TO %" PLATE: 5" O.C. MAX (INSIDE / STRUCTURE TO 14" PLATE: 10" O.C. MAX CORNER) / (STRAIGHT) REF GLASS SEPARATION MAX SHUTTER SPAN PER CDFLOATING STACK OPTIONS scHEDULE � SPAN SCHEDULE 1 HEAD ONLY k--3J SCALE: 1:3 HORIZ SECTION 7 TRUSS -MOUNT CEILING TRACK 3 SCALE: 4" = i' -0" MOUNTING SECTION BLOCKING TO EACH STUD WITH ANCHOR TYPE AND QUANTITY PER SCHED BELOW: STUD SPACING NOTE: ANY FLOOR TRACK MAY BE USED - REFER TO it 16" O.C. 24" O.C. MOUNTING SECTIONS FOR ANCHOR REQUIREMENTS #14 WOOD SCREW 2 PER STUD 3 PER STUD „ L to 2" FIXED TRACK AT SLAT `�` �( +f 1/4" TAPCON 2 PER STUD 2 PER STUD REMOVABLE lZ" to 2" i STACKING LOCATIONS ° o XV TRACK MUST BE (LENGTH MAY VARY) _ — //—ANY WALL TRACK (HEAD OR SILL, INSTALLED FOR INCLUDING BUILDOUT) HURRICANE PROTECTION TRACK TO BLOCKING PER SCHED BELOW: / z T TO ALUM BLOCKING: REMOVABLE ANCHORS FIXED ANCHORS #14 SMS AT 5" O.C. MAX �; -20 BOLTS AT 12" O.C. MAX a --- TO WOOD BLOCKING: 5 REMOVABLE FLOOR TRACK N , / .I< EMBED I . #14 SMS AT 7" O.C. MAX 3 SCALE: N.T.S. PLAN VIEW u �, • la" TAPCONS AT 7" O.C. MAX BLOCKING MEMBER OPTIONS: EXISTING WOOD STUDS . 1 "x3 "x%- OR 1 "x4 "xiy" ALUMINUM TUBE AT 16" OR 24" O.C. MAX • 2x4 OR 2x6 WOOD MEMBER (G =0.55 MIN) NOTE: ANY TRACK MAY BE USED -REFER TO (G =0.55 MIN) MOUNTING SECTIONS FOR ANCHOR REQUIREMENTS REF WALL TRACK MOUNTING DETAILS 1Z' " 2" i SPLICE JOINT FOR GOVERNING SPAN SCHEDULE TYP HEAD & SILL 1 -Z" to z" % (SILL SHOWN) 8 STUD WALL MOUNT FIRST TRACK t, 3 ANCHORS AT SPLICE SCALE: 4" = 1' -0" MOUNTING SECTION & SILL v n SPLICED TRACK 3 SCALE: N.T.S. PLAN VIEW Tt58Z #'tJ'� ��o n 4�fA C�O�f it cp �� to 4t i� C f� N o0 G z� N f� la i I. Z :L G 3 t) m1 V) w cn € o �;T Ti o ci I N ztA m 0 a � � a Z = O� o O U G 4 Ed �oo�vti LLI c W U y "' M 2z �z L� Q 8 DRAWING NUMBER: HTS.09002 SHEET j' i EXISTING,. 2 "x2 "x0.125" 6063 -T6 STRUCTURE ALUMINUM CORNER TUBE AT CORNER (3) #10x3/4" GALV OR S.S. SMS OR 3/16" ALUM POP RIVETS EACH ANGLE TO TUBE (2) 1 "x2 "4.125" (MIN) 6063 -T6 ALUMINUM G ANGLES AT TOP AND BOTTOM C OF EACH TUBE ALT: ANY LOCKING I� �I CENTERMATE AT CORNER 1 CORNER CLOSURE WITH POST 3 SCALE: 1:3 HORIZ SECTION 1; r�4 -20 BOLTS & NUTS AT -^ 24" O.C. 2 "x2 "x0.125" � k, ALUM ANGLE EXISTING STRUCTURE;' / �y CORNER CORNER CLOSURE WITH 2 CENTERMATES (NO POST) 3 SCALE: 1:3 HORIZ SECTION FOR BUILDOUT CONDITIONS, FASTEN TRACK TO B.O. ANGLE. PER APPROPRIATE MOUNTING SECTION DETAIL f J ANCHORS FOR WALL MOUNT CONDITIONS —ALT: ANCHORS FOR TRAPPED CONDITIONS ANCHOR TYPE & o SPACING PER ANCHOR SCHED, o MIN (2) ANCHORS PER SEGEMENT ANY TRACK SHOWN TACK WELD AT EACH HEREIN (HEAD OR SILL), i SEAM BETWEEN ,� V SEGMENTED TO FIT CURVE TRACK SEGMENTS — i NOTE: ANCHOR INSTALLATION CRITERIA (EMBED, EDGE DIST, SPACING, ETC.) SHALL APPLY AS NOTED IN ANCHOR SCHEDULE & NOTES n SEGMENTED TRACK OPTION 3 SCALE: 1 :3 PLAN VIEW EXISTING/ STRUCTURE (OUTSIDE CORNER) " " 3OLT & NUT O.C. 14 -20 BOLT & NUT AT 24" O.C. (x2) ,4 -20 BOLT & NUT AT 24" O.C. — (x2) , \ / J STUD & TRUSS/RAFTER MOUNTING CONDITIONS: PLATE TO EACH RAFTER WITH ANCHOR TYPE AND QUANTITY PER SCHED BELOW: #14 WOOD SCREW (2" MIN EMBED) 14 EXISTING WOOD 1/4" TAPCON (1314" MIN EMBED) 5 TRUSSES OR RAFTERS AT 1%" MIN 24" O.C. MAX — SPACING ANCHOR QUANTITY (G =0.55 MIN) 7 J/ (TYPICAL) PER RAFTER EDGE 0.125" OR 0.250" THICK ALUM PLATE DIST (WIDTH TO ACCOMMODATE ANCHOR 3 1A ,/ „ QUANTITIES PER TABLE ABOVE) //l. U I III i— TRACK TO PLATE WITH #14 SMS / / 17"IJ 14" MAX EXISTING BETWEEN RAFTERS AT SPACING BELOW: STRUCTURE; / / /EXISTING / li • TO %" PLATE: 5" O.C. MAX (INSIDE / STRUCTURE TO 14" PLATE: 10" O.C. MAX CORNER) / (STRAIGHT) REF GLASS SEPARATION MAX SHUTTER SPAN PER CDFLOATING STACK OPTIONS scHEDULE � SPAN SCHEDULE 1 HEAD ONLY k--3J SCALE: 1:3 HORIZ SECTION 7 TRUSS -MOUNT CEILING TRACK 3 SCALE: 4" = i' -0" MOUNTING SECTION BLOCKING TO EACH STUD WITH ANCHOR TYPE AND QUANTITY PER SCHED BELOW: STUD SPACING NOTE: ANY FLOOR TRACK MAY BE USED - REFER TO it 16" O.C. 24" O.C. MOUNTING SECTIONS FOR ANCHOR REQUIREMENTS #14 WOOD SCREW 2 PER STUD 3 PER STUD „ L to 2" FIXED TRACK AT SLAT `�` �( +f 1/4" TAPCON 2 PER STUD 2 PER STUD REMOVABLE lZ" to 2" i STACKING LOCATIONS ° o XV TRACK MUST BE (LENGTH MAY VARY) _ — //—ANY WALL TRACK (HEAD OR SILL, INSTALLED FOR INCLUDING BUILDOUT) HURRICANE PROTECTION TRACK TO BLOCKING PER SCHED BELOW: / z T TO ALUM BLOCKING: REMOVABLE ANCHORS FIXED ANCHORS #14 SMS AT 5" O.C. MAX �; -20 BOLTS AT 12" O.C. MAX a --- TO WOOD BLOCKING: 5 REMOVABLE FLOOR TRACK N , / .I< EMBED I . #14 SMS AT 7" O.C. MAX 3 SCALE: N.T.S. PLAN VIEW u �, • la" TAPCONS AT 7" O.C. MAX BLOCKING MEMBER OPTIONS: EXISTING WOOD STUDS . 1 "x3 "x%- OR 1 "x4 "xiy" ALUMINUM TUBE AT 16" OR 24" O.C. MAX • 2x4 OR 2x6 WOOD MEMBER (G =0.55 MIN) NOTE: ANY TRACK MAY BE USED -REFER TO (G =0.55 MIN) MOUNTING SECTIONS FOR ANCHOR REQUIREMENTS REF WALL TRACK MOUNTING DETAILS 1Z' " 2" i SPLICE JOINT FOR GOVERNING SPAN SCHEDULE TYP HEAD & SILL 1 -Z" to z" % (SILL SHOWN) 8 STUD WALL MOUNT FIRST TRACK t, 3 ANCHORS AT SPLICE SCALE: 4" = 1' -0" MOUNTING SECTION & SILL v n SPLICED TRACK 3 SCALE: N.T.S. PLAN VIEW Tt58Z #'tJ'� ��o n 4�fA C�O�f it cp �� to 4t i� C f� N o0 G z� N f� la i I. Z :L G 3 t) m1 V) w cn € o �;T Ti o ci I N ztA m 0 a � � a Z = O� o O U G 4 Ed �oo�vti LLI c W U y "' M 2z �z L� Q 8 DRAWING NUMBER: HTS.09002 SHEET j' g s t 5 EXISTING HOST C STRUCTURE EMBED u+F. 8 � i -rte REF GLASS SEPARATION �! SCHEDULE CONN TYPE C3 REF ANCHOR SCHED FOR TYPE & SPACING TYP HEAD I & SILL 14" MAX -1, 0 us LL 3 2 N i 1 WALL TRACK �_4j SCALE: 4" = V -0" MOUNTING SECTION C EXISTING HOST STRUCTURE EMBED _ uj 2 "x2 "x0.050" ' 1: ALUM B.O. TUBE - REFERENCE GLASS SEPARATION SCHEDULE �r CONN TYPE C3 REF ANCHOR SCHED FOR TYPE & SPACING TYP HEAD &SILL 1/4" MAX Ln w N i REF GLASS SEPARATION SCHEDULE EDGE 4-- EXISTING HOST DIST STRUCTURE CONN TYPE C4 REF ANCHOR SCHED FOR TYPE & SPACING �/4" MAX TYP HEAD & SILL Z U- cN SPAN SCHEDULE NOTES: 1. SCHEDULE ABOVE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. REF GLASS ! REF GLASS REFERENCE GLASS EPARATIO .�- SEPARATION -�% z� . + SEPARATION SCHEDULE zQ .. REF GLASS SILL ONLY SCHEDULE SILL ONLY SCHEDULE 0-0 p SEPARATION -� w N "' SCHEDULE n p ul) w 2"x2"4.050" ! w v - _ ALUM B.O. TUBE' �f� 1, cn 17 1 " a, i �� - 17 -' 4' MAX r 14 MAX 'uo" MAX i� EMBED / \'- -CONN TYPE C3 /f REF ANCHOR SCHED EXISTING HOST FOR TYPE & SPACING STRUCTURE 4 WALL SILL TRACK 4 SCALE: 4" = V -0" MOUNTING SECTION Lu r" p N w 0 14„ � SILL ONLY MAX -r.. / 1 2 " EMBED j�� CONN TYPE C3 REF ANCHOR SCHED -EXISTING HOST FOR TYPE & SPACING STRUCTURE BUILDOUT 2x2 5 + WALL SILL TRACK 4 SCALE: 4" = V -0" MOUNTING SECTION 316" POP RIVETS OR #12 SMS BUILDOUT 2x2 I AT 6" O.C. (FROM & BACK) �� SEPARATION 2 + WALL TRACK r3 CEILING TRACK 4 SCALE: 4" = V -0" MOUNTING SECTION k, 4 SCALE: 4" = V -0" MOUNTING SECTION SPAN SCHEDULE NOTES: 1. SCHEDULE ABOVE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. REF GLASS ! REF GLASS REFERENCE GLASS EPARATIO .�- SEPARATION -�% z� . + SEPARATION SCHEDULE zQ .. REF GLASS SILL ONLY SCHEDULE SILL ONLY SCHEDULE 0-0 p SEPARATION -� w N "' SCHEDULE n p ul) w 2"x2"4.050" ! w v - _ ALUM B.O. TUBE' �f� 1, cn 17 1 " a, i �� - 17 -' 4' MAX r 14 MAX 'uo" MAX i� EMBED / \'- -CONN TYPE C3 /f REF ANCHOR SCHED EXISTING HOST FOR TYPE & SPACING STRUCTURE 4 WALL SILL TRACK 4 SCALE: 4" = V -0" MOUNTING SECTION Lu r" p N w 0 14„ � SILL ONLY MAX -r.. / 1 2 " EMBED j�� CONN TYPE C3 REF ANCHOR SCHED -EXISTING HOST FOR TYPE & SPACING STRUCTURE BUILDOUT 2x2 5 + WALL SILL TRACK 4 SCALE: 4" = V -0" MOUNTING SECTION 316" POP RIVETS OR #12 SMS � AT 6" O.C. (FROM & BACK) �� SEPARATION REF GLASS p Lu f- SEPARATION 1 "xl" _ SCHEDULE ALUM ANGLE „ +106.2 ( -115.2 PSF Y-6" ji ±133.1 PSF 1� a MAX SILL ONLY *122.0 PSF CONN TYPE C4 6'4" REF ANCHOR SCHED + 83.9 / - 90.9 PSF FOR TYPE & SPACIN( r m % EDGE + 79.7 / - 86.4 PSF DIST ±104.6 PSF � EXISTING HOST 99.8 PSF STRUCTURE ADJUSTABLE SILL TRACK 3116' POP RIVETS OR #12 SMS AT 6" O.C. (FROM & BACK) I� �p cn = �N SILL ONLY CONN TYPE C5 REF ANCHOR SCHED FOR TYPE & SPACING m %/E GE/ DIST EXISTING HOST STRUCTURE ADJUSTABLE SILL TRACK g (STANDARD ANCHORAGE) g (1x1 ANGLE ANCHORAGE) 4 SCALE: 4" = V -0" MOUNTING SECTION 4 SCALE: 4" = V -0" MOUNTING SECTION ' ' '� i ANY ANCHOR FROM ANCHOR SCHED AT 12" O.C. /Q j / m I /- EXISTING HOST ,Lu EDGE / , STRUCTURE DIST'' ` CUT 3/. 'W x IN-D GROOVE INTO EXISTING HOST STRUCTURE TO FIT RECESSED TRACK 6 RECESSED SILL TRACK 4 SCALE: 4" = V -0" MOUNTING SECTION �tA _ Ui LL U �N /, � (� ANY ANCHOR FROM Lu ANCHOR SCHED IN "' EDGE i .a PAIRS AT 24" O.0 DLST - (OR STAGGER) EXISTING HOST i STRUCTURE L CUT N "W x 11i4/"D GROOVE INTO EXISTING HOST STRUCTURE TO FIT RECESSED TRACK 7 RECESSED SILL TRACK (ALT) 4 SCALE: 4" = V -0" MOUNTING SECTION 316" POP RIVETS OR #12 SMS } AT 6 O.C. (FROM & BACK) 7 '. REF GLASS L o SEPARATION L U SCHEDULE /' CA� Ln 14" m\ MAX SILL ONLY ., El EQ CONN TYPE C4 REF ANCHOR SCHED FOR TYPE & SPACING o 0.637" CONN C4 f 2 / ; DG �� EXISTING HOST -' ALT ANCHOR STRUCTURE LOCATION i' N_ ADJUSTABLE SILL TRACK 10 (FLANGED BOTTOM) SCALE: 4" = V -0" MOUNTING SECTION SPAN SCHEDULE 1 APPLICABLE TO ALL MOUNTING CONDITIONS ON THIS SHEET, AS WELL AS DETAILS 1/3 & 8/3 BLADE SPAN REF GLASS 4' 4" SEPARATION +132.8 / -144.0 PSF SCHEDULE ; 1 "xl" 0.125" ALUM ANGLE „ +106.2 ( -115.2 PSF Y-6" ji ±133.1 PSF + 96.6 / -104.7 PSF I� �p cn = �N SILL ONLY CONN TYPE C5 REF ANCHOR SCHED FOR TYPE & SPACING m %/E GE/ DIST EXISTING HOST STRUCTURE ADJUSTABLE SILL TRACK g (STANDARD ANCHORAGE) g (1x1 ANGLE ANCHORAGE) 4 SCALE: 4" = V -0" MOUNTING SECTION 4 SCALE: 4" = V -0" MOUNTING SECTION ' ' '� i ANY ANCHOR FROM ANCHOR SCHED AT 12" O.C. /Q j / m I /- EXISTING HOST ,Lu EDGE / , STRUCTURE DIST'' ` CUT 3/. 'W x IN-D GROOVE INTO EXISTING HOST STRUCTURE TO FIT RECESSED TRACK 6 RECESSED SILL TRACK 4 SCALE: 4" = V -0" MOUNTING SECTION �tA _ Ui LL U �N /, � (� ANY ANCHOR FROM Lu ANCHOR SCHED IN "' EDGE i .a PAIRS AT 24" O.0 DLST - (OR STAGGER) EXISTING HOST i STRUCTURE L CUT N "W x 11i4/"D GROOVE INTO EXISTING HOST STRUCTURE TO FIT RECESSED TRACK 7 RECESSED SILL TRACK (ALT) 4 SCALE: 4" = V -0" MOUNTING SECTION 316" POP RIVETS OR #12 SMS } AT 6 O.C. (FROM & BACK) 7 '. REF GLASS L o SEPARATION L U SCHEDULE /' CA� Ln 14" m\ MAX SILL ONLY ., El EQ CONN TYPE C4 REF ANCHOR SCHED FOR TYPE & SPACING o 0.637" CONN C4 f 2 / ; DG �� EXISTING HOST -' ALT ANCHOR STRUCTURE LOCATION i' N_ ADJUSTABLE SILL TRACK 10 (FLANGED BOTTOM) SCALE: 4" = V -0" MOUNTING SECTION SPAN SCHEDULE 1 APPLICABLE TO ALL MOUNTING CONDITIONS ON THIS SHEET, AS WELL AS DETAILS 1/3 & 8/3 BLADE SPAN ii ALLOWABLE DESIGN WIND PRESSURE C; ALL ALUM POLYCARB I BLADES BLADES 4' 4" *170.0 PSF +132.8 / -144.0 PSF 4'-6" *162.7 PSF +118.0 / -128.0 PSF 5' -0" ±146.4 PSF +106.2 ( -115.2 PSF Y-6" ji ±133.1 PSF + 96.6 / -104.7 PSF 6-0" *122.0 PSF + 88.5 / - 96.0 PSF 6'4" *115.6 PSF + 83.9 / - 90.9 PSF 6'-8" ±109.8 PSF + 79.7 / - 86.4 PSF T -0" ±104.6 PSF + 75.9 / - 82.3 PSF 7`-4" 99.8 PSF + 72.4 / - 78.5 PSF 7' -8" ! + 95.5 PSF + 69.3 / - 75.1 PSF 8' -0" j; t 91.4 PSF + 66.4 ( - 72.0 PSF 8'-4" I * 87.8 PSF - - - 8' -8" *84.5 PSF ----- 91 -01, 181.3 PSF - - - -- 9'-4" i€ * 78.4 PSF ----- 9' 8" t 75.7 PSF ----- 10--o- * 73.2 PSF ----- 10'-4r 170.8 PSF - - - -- 10' -8" * 68.6 PSF ----- l l' -0" * 66.5 PSF ----- *64.0 PSF ----- i l' -&, ! * 61.3 PSF ----- 12'-0" t 54.8 PSF ----- 1Z-4" * 49.1 PSF - - - - - i2' -8" ':. * 44.1 PSF - - - IT-O" * 39.8 PSF - - - - - 13'4' * 35.9 PSF ----- 13' -8" t 32.5 PSF - - - - - 14' -0" * 29.6 PSF - - - -- 14'-4" * 26.9 PSF ----- 14' -8" * 24.5 PSF - 151-0" * 22.4 PSF - - M. :� to y N �LL 00 'ar �Qo i�a v ' a m cn �d 0 01 °z =0� p OR O� U Q r?' 0 le 11 WALKOVER SILL TRACK 4 SCALE: 4" = V -0" MOUNTING SECTION SHEET 4 jOF J REF GLASS p = uj v SEPARATION �! u- 0' W> a" SCHEDULE I� } � � M � 80 16!-, SILL ONLY ='zy 14" MAX z ? n CONN TYPE C4 Q EQ REF ANCHOR SCHED % % m EDGEi�}' FOR TYPE & SPACING zaau ¢w -x DIST i ! EXISTING HOST DRAWING NUMBER: STRUCTURE HTS.09002 11 WALKOVER SILL TRACK 4 SCALE: 4" = V -0" MOUNTING SECTION SHEET 4 jOF EXISTING HOST LEG DIRECTION MAY BE REVERSED EXISTING HOST Ttsazs roam ;STRUCTURE (USE APPROPRIATE CONN TYPE) STRUCTURE LEG DIRECTION MAY BE REVERSED C EXISTING HOST / (USE APPROPRIATE CONN TYPE) a STRUCTURE CONN TYPE C2 REVERSED LEG DIR N � , � � ( ) 1• \ / �- CONN TYPE Cl (REVERSED LEG DIR) �'� ►� c �w ' - CONN TYPE C2 REF ANCHOR SCHED FOR TYPE & SPACING X / REF ANCHOR SCHED FOR TYPE & SPACING } ?\ REF ANCHOR SCHED �CONN TYPE Cl / / i i CONN TYPE Cl k FOR TYPE &SPACING f REF ANCHOR SCHED FOR TYPE & SPACING /' i j i REF ANCHOR SCHED FOR TYPE & SPACING i g EMBED =y'f 1,2" - TYP HEAD TYP HEAD TYP HEAD rn �n r &SILL , EMBED ' _ v jf it �j�,� & SILL �j J� r--� &SILL I EMBED ! � w � �_._/ i I J�l w 1. 1 �� ui a 1 " - �" MAX C7 u~i 2 .�fC 1/4" MqX u'Ra I+ �4 i w / 1/ -20 BOLT �c w o V4 BOLT Z & NUT AT / ;N �� & NUT AT c $ 12 O.C. LL = (2) 2 "x5 "x0.125" � 12" O.C. I o a p ALUM ANGLES = w REFERENCE GLASS cn w REFERENCE GLASS wa' N W ° SEPARATION SCHEDULE SEPARATION SCHEDULE �r REFERENCE GLASS w wN SEPARATION SCHEDULE BUILDOUT 2x5 (STANDARD) Q n. �. 1 BUILDOUT WALL TRACK 2 + CEILING TRACK 4 BUILDOUT 2x5 (2x STANDARD) Z + CEILING TRACK 5 SCALE: 4" = l' -0" MOUNTING SECTION 5 SCALE: 4" = 1' -0" MOUNTING SECTION iQ 5 SCALE: 4" = 1' -0" MOUNTING SECTION REF GLASS ALUMINUM 1 BLADES ONLY SPAN SCHEDULE 3 /--SEPARATION SPAN SCHEDULE 2 APPLICABLE TO ALL MOUNTING APPLICABLE TO ALL MOUNTING CONDITIONS ON THIS SHEET `n CONDITIONS IN THIS SECTION EXISTING HOST LEG DIRECTION MAY BE REVERSED z I STRUCTURE (USE APPROPRIATE CONN TYPE) �i 9 f l'4 J .!zN `MAX SILL ONLY # 14 SMS AT 12" O.C. 2 "x5 "x0.250" ALUM ANGLE /--EQ ' CONN TYPE CS REF ANCHOR SCHED FOR TYPE & SPACING ' I EDGE m w DIST _ EXISTING HOST / STRUCTURE BUILDUP 2x5 (HEAVY) 3 + CEILING TRACK 5 SCALE: 4" = V -0" MOUNTING SECTION SPAN SCHEDULE NOTES: 1. SCHEDULE ABOVE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING a CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN y ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. r BLADE SPAN ALLOWABLE DESIGN WIND PRESSURE ALL ALUM BLADES POLYCARB BLADES 11 *144.0 PSF `. +132.8 / -144.0 PSF I ±144.0 PSF +132.8 / -144.0 PSF *128.0 PSF +118.0 / -128.0 PSF V6'-O *115.2 PSF +106.2 1 -115.2 PSF 6'4" 1104.7 PSF +96.6 / -104.7 PSF * 86.4 PSF +79.7 / -86.4 PSF ± 96.0 PSF + 88.5 1 - 96.0 PSF 7-4" t 90.9 PSF +83.9 / -90.9 PSF 6'-8" ± 86.4 PSF +79.7 /-86.4 PSF 7' -0" t 813 PSF +75.9 /-82.3 PSF 7-4" +78.5 PSF +72.4 / -78.5 PSF 7' -8" +75.1 PSF +69.3 / -75.1 PSF 8' -0" t 72.0 PSF +66.4 / -72.0 PSF 10'-W' ±66.4 PSF - - - -- 8' -8" t 61.3 PSF ----- 91-0.1 ± 56.9 PSF - - - - - 9'-4" t 519 PSF - - - - - 9'-8" ± 49.3 PSF ----- 10'-D" ±46.1 PSF - - --- 10'-4' ± 43.2 PSF ----- 10'-8" * 40.5 PSF ----- 1 l'-O" ± 384 PSF - - - 11'4" * 35.9 PSF ------ ll'-S" t 33.9 PSF ----- 12'-0" t 32.0 PSF ----- 12'-4- ± 30.3 PSF - - - 12' -8" ± 28.7 PSF 13' -0" t 27.3 PSF ----- 13'4' ±25.9 PSF - - - -- 13' -8" t 24.7 PSF ----- ilv-oll ± 23.5 PSF - - - - - 14'4' t 22.4 PSF - - - 14' -8" t 21.4 PSF L1F-0" * 20.5 PSF I f CONN TYPE Cl (REVERSED LEG DIR) REF ANCHOR SCHED FOR TYPE & SPACING CONN TYPE Cl 1 / REF ANCHOR SCHED FOR TYPE & SPACING 1 /2t TYP HEAD EMBED 11 r & SILL 1 / �Cw7vFi 2 MAX o p 1/4 -20 BOLT ' : u . 4 & NUT AT 2 "x5 "x0.250" 1 12" O.C. J( o ALUM ANGLE 0 _ REFERENCE GLASS �r SEPARATION SCHEDULE BUILDOUT 2x5 (HEAVY) + CEILING TRACK 5 SCALE: 4" = l' -0" MOUNTING SECTION SPAN SCHEDULE NOTES: 1. SCHEDULE ABOVE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. BLADE SPAN j ALLOWABLE DESIGN z WIND PRESSURE ALL ALUM POLYCARB BLADES BLADES 4' -0" 11 *144.0 PSF `. +132.8 / -144.0 PSF 4'-6" ±128.0 PSF +118.0 / -128.0 PSF *115.2 PSF +106.2 1 -115.2 PSF 5-6" ±104.7 PSF +96.6 /-104.7 PSF 6' -0" t 96.0 PSF ' +88.5 1 -96.0 PSF 6'4" (± 90.9 PSF I +83.9 1 -90.9 PSF 6'-8" * 86.4 PSF +79.7 / -86.4 PSF 7 -0" t 82.3 PSF +75.9 / -82.3 PSF 7-4" t 78.5 PSF ; +72.4 1 -78.5 PSF T-8" t 75.1 PSF +69.3 / -75.1 PSF t 72.0 PSF +66.4 / -72.0 PSF 8' 4" t 68.1 PSF - - - & -8" ± 64.5 PSF - - - - - 9' -0" t 61.1 PSF - - - - - 9'-4" t 58.0 PSF - - 9' -8" t 55.2 PSF 10' -0" t 52.5 PSF - - - - - 10'-W' t 49.9 PSF - 10' -8" t 47.6 PSF ----- ll'-O" t 45.4 PSF - - 11'4' t 44.0 PSF - - 11' -8" * 42.8 PSF ----- 12'-0" t 41.6 PSF ----- iz-v t 40.5 PSF 12' -8" t 39.4 PSF ----- 13'-0- t 38.4 PSF - - 13'4' t 35.9 PSF - IT -8" t 32.5 PSF ----- 1,V-0" t 29.6 PSF - - - - - 14'-4" t 26.9 PSF ----- 1,V-8" t 24.5 PSF - - 15 -0" I * 22.4 PSF ----- Q J. i a ! w w4i J U..' o; z N i o co rtOZN a I p N N b ti Z ? a U p o azOD�vf- w 04 W � Q uoM y M �oLL M = tZ-d ? z N a� a¢a�acv�.7zwa DRAWING NUMBER: HTS.09002 SHEET 5 OF 7 i LEG DIRECTION (ONE OR BOTH) MAY BE REVERSED (USE MOST CRITICAL CONN TYPE) EXISTING HOST CONN TYPE C3 (REVERSED LEG DIR) \STRUCTURE REF ANCHOR SCHED FOR TYPE & SPACING \ A\ (NOTTO EXCEED 6- O.C. MAX) I CONN TYPE Cl CONN i 2HED FOR TYPE & SPACING (NOT TO ANCHOR �REFVRR EXCEED 6- O.C. MAX) %-20 BOLT& NUT AT 12" O.C. EMBED 7,l 2" MIN OVERLAP :-T V) ALUM ANGLES OR (1) 2 "x5 " x0.250" L (1) 2"xS"x(). 125" ALUM ANGLE REFERENCE GLASS SEPARATION SCHEDULE - DOUBLE BUILDOUT 2x5 n + WALL TRACK k, 6 SCALE: 4- = V-0- MOUNTING SECTION SPAN SCHEDULE 4 APPLICABLE TO ALL MOUNTING CONDMONS IN THIS SECTION BLADE SPAN ALLOWABLE DESIGN WIND PRESSURE ALL ALUM POLYCARB BLADES BLADES REF "BEAM ANCHOR SCHEDULE" FOR ANCHOR TYPES :E150.0 PSF it +132.8 /-144.0 PSF 4'-6" :E 133.3 PSF +118.0 -128.0 PSF T-O" ±120.0 PSF j +106.2 -115.2 PSF 5'-6" ±109.1 PSF +96.6 /-104.7 PSF 6'-0" *100.0 PSF +88.5 -96.0 PSF 6'4' :b 94.7 PSF +83.9 -90.9 PSF 6'-8 t 90.0 PSF +79.7 -86.4 PSF 7'-0" f 85.7 PSF +75.9 1 -82.3 PSF TA" t 81.8 PSF +72.4 -78.5 PSF 7'-8 t 78.3 PSF +69.3 -75.1 PSF 8'-0 t 75.0 PSF_ +66.4 -72.0 PSF 8'4' t 69.1 PSF 8' -8" t 63.9 PSF - T-O" f 59.3 PSF 9'-4" :h 55.1 PSF 9'-8" ± 51.4 PSF 10'-0" ± 48.0 PSF -- - - - 10 4' - 45.0 PSF lo,-8" 42.2 PSF - l1 0- t 39.7 PSF 11'4' f 37.4 PSF ll'-8" * 35.3 PSF 12' -0- * 33.3 PSF - - - - - lZ4' ± 31.6 PSF I2'-8" ± 29.9 PSF - - - - - 7713'-0" 7 - ± 28.4 PSF - - - - - 13'-4!' ± 27.0 PSF 13'-8" i ± 25.7 PSF - - - - - 14'4' ± 24.5 PSF - -- - - - 14'-4" ± 23.4 PSF - - - - - 14-4- ± 22.3 PSF 15'-0" ± 21.3 PSF PAIRS OF Y4-20 BOLTS WITH NUTS OR #14 SMS AT 12" O.C. TYP HEAD;, & SILL MAX U SPAN SCHEDULE NOTES: 1. SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. SUPPORT BEAM AT SHUTTER END EXISTING HOST 1/4-ITWTAPCONSTO: 1/4-20 ALL POINTS STRUCTURE REF "BEAM ANCHOR SCHEDULE" FOR ANCHOR TYPES #14 SCREWS TO & QUANTITIES CONCRETE SOLID-SET TO (TOTAL OF ANCHORS IN BOTH ANGLES AT EACH CONNECTION) SOLID-SET To HOLLOW WOOD CONNECTION TYPE A I B C I D (3) V4-20 BOLTS & NUTS (1500 psi MIN) PER CONNECTION 1/'4-20 BOLT & NUT (G=0.55 MIN) AT 12" O.C. 1-3/4' MIN EMBED 7/8- MIN EMBED TYP HEAD 7/8" MIN EMBED & SILL z "BEAM 2-1/2" MIN EDGE DIST REF 3/4' MIN EDGE DIST DESIGN SCHED" EMBED J!` CEILING TRACK PER 3" MIN SPACING LEG DIRECTION MOUNTING SECTION 817' OF EITHER ANGLE MAY BE w REVERSED u 2 PER CONN 2 PER CONN 4 PER CONN 2 PER CONN (NOTE ALT B ANCHOR rl co I 6 PER CONN LOCATION) LL ALL T L; (TYPICAL - - - - - -- 4 PER CONN 4 PER CONN CONNECTIONS) 4 PER CONN 4 PER CONN . -EMBED Z, ADJUSTA13LE SILL TRACK - - - N/A - - - PER MOUNTING SECTION 8 PER CONN SILL ONLY 62 73 73 73 REF"BEAM 1 73 DESIGN SCHED" ` /a-20 BOLT& NUT (3) 1,4-20 BOLTS & NUTS AT 12" O.C. PER CONNECTION REF "BEAM ANCHOR SCHEDULE" FOR ANCHOR TYPES & QUANTITIES (TOTAL OF ANCHORS IN BOTH EXISTING HOST ANGLES AT EACH CONNECTION) STRUCTURE rZ ) SUPPORT BEAM AT SHUTTER ENDS k--6-) SCALE: 4- = V-0- MOUNTING SECTION BEAM ANCHOR SCHEDULE BEAM ANCHOR SCHEDULE NOTES: 1. SCHEDULE GIVES MINIMUM NUMBER OF ANCHORS REQUIRED PER CONNECTION (i.e. TOTAL QUANTIFY AT EACH BEAM END). 2. ANCHORS SHALL BE DISTRIBUTED EVENLY BETWEEN THE (2) ANGLES AT EACH CONNECTION. 3. ANCHORS SHALL ALSO BE BALANCED ACROSS THE LENGTH OF EACH ANGLE, WITH MIN EDGE DISTANCE TO END OF ANGLE. BEAM DESIGN SCHEDULE SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURE IN LB/FP (PSF) 1/4-ITWTAPCONSTO: 1/4-20 ALL POINTS 11/4-rrwTAPCONSTO 1/4-20 ALL POINTS #14 SCREWS TO lu CONCRETE SOLID-SET TO I HOLLOW BLOCK SOLID-SET To HOLLOW WOOD CONNECTION TYPE A I B C I D (3192 psi MIN) CONCRETE (3000 psi MIN J (1500 psi MIN) SLOCX (1800 psi MIN) (G=0.55 MIN) Z 1-3/4' MIN EMBED 7/8- MIN EMBED 1-3/4!' MIN EMBED 7/8" MIN EMBED 2' MIN EMBED z 2-112" MIN EDGE DIST 3" MIN EDGE DIST 2-1/2" MIN EDGE DIST 3" MIN EDGE DIST 3/4' MIN EDGE DIST 9 3" MIN SPACING 3" MIN SPACING 3" MIN SPACING 3- MIN SPACING 3- MIN SPACING A 2 PER CONN 2 PER CONN 4 PER CONN 2 PER CONN I 2 PER CONN B 2 PER CONN 2 PER CONN I 6 PER CONN 4 PER CONN 4 PER CONN C 4 PER CONN 4 PER CONN 8 PER CONN 4 PER CONN 4 PER CONN D 4 PER CONN 4 PER CONN - - - N/A - - - 6 PER CONN 8 PER CONN BEAM ANCHOR SCHEDULE NOTES: 1. SCHEDULE GIVES MINIMUM NUMBER OF ANCHORS REQUIRED PER CONNECTION (i.e. TOTAL QUANTIFY AT EACH BEAM END). 2. ANCHORS SHALL BE DISTRIBUTED EVENLY BETWEEN THE (2) ANGLES AT EACH CONNECTION. 3. ANCHORS SHALL ALSO BE BALANCED ACROSS THE LENGTH OF EACH ANGLE, WITH MIN EDGE DISTANCE TO END OF ANGLE. BEAM DESIGN SCHEDULE SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURE IN LB/FP (PSF) REFER TO SPAN SCHEDULES FOR MAX ALLOWABLE SHUTTER SPANS AND PRESSURES BEAM DESIGN SCHEDULE NOTES: 1. SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE BEAM SPAN AND SHUTTER SPAN, 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. SHUTTER SPANS AND ALLOWABLE DESIGN PRESSURES SHALL BE LIMITED TO THOSE PROVIDED IN APPROPRIATE SPAN SCHEDULE(S). TTs9Z* VD c" ul*_ Lu M. Lu 9L cl� En _j 9!u 4tol 1 irC i Z 0 i 0 U 0 IJL J L=U a c: Z Lu u, Z Z Ln DRAWING NUMBER: HTS.09002 SHEET z o< 2-x3V/g' BEAM 2-x5-)%- BEAM 2'x8-)6j- BEAM 2'x9-)�/8- BEAM V) X CONNECTION TYPE A B C D CONNECTION TYPE A B C D CONNECTION TYPE A I B C I D CONNECTION TYPE A B I C D 5 Fr 125 146 146 1 146 125 11 146 146 146 125 1 146 146 146 125 146 1 146 146 6 Fr 104 122 1 122 122 104 122 122 i 122 104 1 122 122 122 104 122 1 122 122 8 FT 78 91 91 91 78 91 91 91 78 1 91 91 91 78 91 1 91 91 10 FT 62 73 73 73 62 73 73 73 62 1 73 73 73 62 73 73 73 12 Fr 52 55:55 1 55 52 55 55 55 52 55 55 55 52 55 55 5 Fr 100 140 140 140 100 146 146 146 100 146 146 146 100 146 146 146 6 FT 83 1 117 117 117 83 122 122 122 83 122 122 122 83 122 122 122 8 Fr 62 88 88 88 62 191 91 91 62 91 91 91 62 91 91 91 10 Fr 50 70 70 70 50 73 73 73 50 73 73 73 50 73 73 73 12 Fr 42 55 55 55 42 55 55 i 55 42 55 55 55 42 55 55 55 5 FT 81 81 j 81 81 83 128 146 1 146 83 128 146 1 146 1 83 128 146 146 6 Fr 68 68 68 1 68 69 107 122 1 122 69 107 122 122 69 107 122 M rL 8 Fr 51 51 51 51 52 80 91 91 52 80 91 91 52 80 91 91 10 Fr 41 41 1 41 41 42 j 64 i 73 73 42 64 73 73 42 64 73 73 12 FT 34 34 34 s 34 35 53 55 55 35 53 55 55 35 53 55 55 5 Fr 51 51 51 51 71 110 142 146 71 110 142 146 71 110 1 142 1 146 6 Fr 43 43:43 43 59 91 1--- 122 59 91 1--- 122 59 91 1--- 122 8 Fr 32 32 32 32 45 69 89 91 45 69 89 91 45 69 89 91 10 Fr 26 1 26 26 26 36 55 j 71 73 36 55 71 73 36 55 71 73 12 Fr 21 21 21 j 21 30 46 55 55 30 46 55 55 30 46 55 55 5 Fr 34 34 34 62 96 122 1 122 62 96 1 125 1 146 62 1 96 125 146 6 Fr _34-1. 29 29 29 29 52 80 101 101 52 52 80 104 122 8 Fr 21 21 21 21 39 1 60 76 76 39 39 60 718 91 10 Fr - -- -- - - - - - 31 48 61 61 31 31 48 62 73 12 Fr --- --- --- 26 40 51 51 26 26 40 52 52 55 5 Fr 24 24 24 1 24 55 85 85 85 55 85 111 146 55 1 85 1 11 111 146 1 6 Fr 20 1 20 20 j 20 46 71 71 71 71 7 92 12.2 46 1 71 92 122 8 Fr --- 35 53 53 53 35 �Si3 69 91 35 53 69 91 10 Fr - - - -- - - -- - - - - - 28 43 43 43 28 43 55 73 1 28 1 43 55 73 12 Fr -- -- - - - - - -- - - 23 36 36 36 23 36 46 55 23 1 36 46 55 5 Fr ------- - - - SO 62 62 62 50 1 77 1 100 146 50 1 77 100 146 6 Fr - - - 42 52 52 52 42 64 83 122 42 64 83 122 8 Fr - - ------ --- -- 31 39 39 39 31 48 62 91 31 48 62 91 jo Fr 25 31 1 31 31 25 38 150 73 25 38 50 73 -- - - - - 21 26 26 26 21 1 32 1 42 55 21 32 42 55 5 Fr - - - - - - -- - - - - - 36 36 36 36 42 1 64 83 122 42 1 64 83 138 6 Fr - - - -- - - - - - - - - 30 30 30 30 35 53 69 102 35 53 69 115 8 Fr - - - -- - -- - -- - 23 23 23 23 26 40 52 76 26 40 52 86 LOFT --- --- ------- --- 21 32 42 61 21 32 42 69 12 Fr --- 27 35 51 1 --- 27 35 55 5 Fr 23 23 23 23 36 1 55 1 71 82 36 1 55 71 'A 101 6 Fr 30 46 59 68 1 30 1 46 59 84 8 Fr ------ --- --- ------- --- --- 22 34 45 51 22 34 45 63 10 Fr --- --- --- --- r --- --- --- --- ---1 27 36 41 1 --- #27 36 !30 51 12 Fr --- --- --- --- --- --- --- --- --- 1 23 30 34 --- 23 42 REFER TO SPAN SCHEDULES FOR MAX ALLOWABLE SHUTTER SPANS AND PRESSURES BEAM DESIGN SCHEDULE NOTES: 1. SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE BEAM SPAN AND SHUTTER SPAN, 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. SHUTTER SPANS AND ALLOWABLE DESIGN PRESSURES SHALL BE LIMITED TO THOSE PROVIDED IN APPROPRIATE SPAN SCHEDULE(S). TTs9Z* VD c" ul*_ Lu M. Lu 9L cl� En _j 9!u 4tol 1 irC i Z 0 i 0 U 0 IJL J L=U a c: Z Lu u, Z Z Ln DRAWING NUMBER: HTS.09002 SHEET b L4" ITW TAPCON MIN EMBED: 1.25" MIN EDGE DIST: 2.5' 45 12.0" 1 12.0" 12.0"! 6.1" 10.0" 12.0-112.0- 8.3" 3.9" 6.9" 6.9" 5.4" CONN TYPE C1 I C2 , C3 C4 C5 uj co ANCHOR K 0 SPANS UP TO 6' -0" CONK TYPE C1 C2 I C3 C4.1 C5 SPANS UP TO 8' -8" CONN TYPE CS ! C2 � C3 i C4 I CS SPANS UP TO 1S' -0" CONN TYPE Cl I C2 : C3 C4 CS 6.4" 34" ITW TAPCON (AT O 45 12.0"! 12.0" 12.0" 12.0" 12.0" 12.0" ;12.0" 12.0" 9.6" 12.0" 12.0" 12.0" 7.3" 5.3" 6.3" 57 12.0 ":12.0" 12.0" :11.2" 12.0" 12.0"'; 12.0" 12.0 ": 7.4" 12.0" 12.0" 12.0" 6.5" 4.8" 1 5.4" MIN EDGE DIST: 0.75" MIN EMBED: 1.75" 73 12.0" 12.0" 12.0" 8.5" 12.0" 12.0" 12.0-18.2" 5.7" 7.3" 12.0" 12.0" 6.5" 4.8" 5.4" 14" ELCO ULTRACON MIN EMBED: 1.25" MIN EDGE DIST: 2.5' MIN EDGE DI57: 3" 105 12.0 12.0" 8.2" 5.7" 7.3" 12.0 "'12.0" 6.5" ! 4.8" 5.4" 12.0 12.0" 6.5" : 4.8" 5.4" m 11.8" 4.5" 8.3" 8.5- 1 8.5" 170 12.0 ":12.0" 6.5" 4.8" 5.4" 12.0 "'12.0" 1 6.5" ; 4.8" 5.4" 12.0" 12.0" ' 6.5" 4.8" 5.4" 7.7" ELCO ULTRACON 5.7' 12.0" ;12.0" 12.0 "' 12.0" 120" 12.0" ;12.0" 12.0" 8.7" 12.0" 12.0" 12.0": 6.3" 4.7" 5.7" 5.7' 12.0":* 12.0" 12.0" 10.1" 12.0" 12.0" 112.0" 11.2" ! 6.6" 11.2" 12.0" 11.5" 5.6" 4.3" 4.8" 5.7" MIN EMBED: 1.75" d73 12.0 ! 12.0" 12 0 7.6" 12.0" 12.0" ;12.0" 7.0" 5.1" 6.6" 12.0" 11.5" ' 5.6 "i 4.3" 4.8" �o MIN EDGE DIST: 2.5" 3.9" 12.0 "; 12.0" 7.1" ; 5.1" 6.6" 12.0" 11.5' 5.6" 4.3" 4.8" 12.0" 11.5" 5.6" 4.3" 4.8" 5.8" 2.6" 73 120" f 12.0" 12.0 ".11.5' 5.6" ! 4.3" 4.8" 12.0 "'11.5' 5.6" 4.3" 4.8" 12.0" 11.5" 5.6" 4.3" 4.8" 9.9" 8.3" , /ls" ITW TAPCON 45 12.0"; 12.0" 12.0" 12.0" 12.0" 12.0" ! 12.0" 12.0" 12.0" 12.0" 12.0" 12.0 " 10.5" ' 8.2" 9.9" a z m� N MIN EMBED: 2.25" MIN EDGE DIST: 3.125' 57 12.0" 12.0" 12.0"112.0" 12.0" 12.0". 12.0" 12.0" ' 11.5" 12.0" 12.0' 12 0 ' 9.2" 7.5" 8.4" 73 12,0"! 12.0" 12.0" 112.0"' 120" 12.0" 12.0" 11.7" ' 8.8" 11.5" 12.0" 12.0 " 9.2" 7.5" 8.4" 105 12.0" 12.0" 11.8" 8.8" 11.6" 12.0 ";12.0" 9.2" 7.5" 8.4" 12.0" 120" 9.2" 7.5' 8.4" 170 12.0 ".12.0" 9.2" 7.5" 8.4" 12.0" 12.0" 9.2" 7.5" 8.4" 12.0" 120" ; 9.2" 1 7.5' 8.4" 4.4" 9.3" 1 6.9" j s,is" ELCO ULTRACON 45 12.0" 112.0" 12.0" ' 12.0" 12.0" 12.0" '.12.0" 12.0" 112.0" 12.0" 12.0" 12.0" 8.7' 7.1" 8.7" 9.3" MIN EMBED: 1.75" 57 12.0" 112.0" 12.0" 12.0" 120" 12.0" ;12.0" 12.0" :10.0" 12.0" 12.0" 12.0" i 7.7" 6.5" 7.3" 73 12.0 "; 12.0" 12.0" 111.4" 12.0" 12.0". 12.0" 9.7" ' 7.6" 10.1" 12.0" 120" ; 7.7" 1 6.5" 7.3" o m MIN EDGE DIST: 3" 105 12.0 ";12.0" 9.8" ; 7.6" 10.2" 12.0 "112.0" 7.7" ; 6.5" 7.3" 12.0" 12.0" 7.7" ' 6.5" 7.3" 4.1" 105 170 12.0 "112.0" 7.7' ' 6.5" 7.3" 12.0" 112.0" 7.7' 6.5" 7.3" 12.0" 12.0 "I 7.7" 6.5" 7.3" 120" 19.6- % -20 ALL POINTS SOLID-SET 45 12.0" 1 12.0" 12.0" ;12.0" 12.0" 12.0" 112.0" 12.0" 10.2" 12.0" 12.0" 12.0" ; 7.2" 1 5.6" 6.8" °o MIN EMBED: 0.875" MIN EDGE DIST: 3" 57 12.0" 112.0" 12.0" ;11.9" 12.0" 12.0" 112.0" 12.0" ; 7.8" 12.0" 12.0" 12:0" i 6.4" 1 5.1" 5.7 73 12.0 ";12.0" 12.0" 9.0" 120" 12.0" 112.0" 8.1" 6.0" 7.8" 12.0" 120" 6.4" 5.1" 5.7' 105 12.0 "'12.0" 8.1" < 6.0" 7.9" 12.0 ";12.0" 6.4" j 5.1" 5.7" 12.0" 120" 6.4" 1 5.1" 5.7' 170 12.0 ";12.4" 6.4" i 5.1" 5.7' 12.0 ",12.0" 6.4" 1 5.1" 5.7" 12.0" 120" 6.4" 5.1" 5.7' b L4" ITW TAPCON MIN EMBED: 1.25" MIN EDGE DIST: 2.5' 45 12.0" 1 12.0" 12.0"! 6.1" 10.0" 12.0-112.0- 8.3" 3.9" 6.9" 6.9" 5.4" CONN TYPE C1 I C2 , C3 C4 C5 57 12.0" 12.0" 12.0 "; 4.6" 7.9" 9.5" j 9.5" 4.6" ; 3.0" 5.4" 6.4" 4.7" 3.7" 73 10.7" 110.7' 6.1" ; 3.4" 6.1" 7.4" 1 6.1 xi 3.1" 6.4" 4.7" 12.0" 4.3" 105 7.4" 1 6.2" % 3.1" b.4" ; 4.7 7.7" j 6.4" 4.7" Y ; MIN EDGE DIST: 0.75" 170 6.4" 14.7" 12.0" 7.3" ' 3.3" 5.0" 8.9" 7.3" 3.5" 6.4" 4.7" 7.7" 5.7" 2.7" 14" ELCO ULTRACON MIN EMBED: 1.25" MIN EDGE DIST: 2.5' 45 12.0" i 12.0" 12.0" 6.0" 10.6" 10.8" 110.8" 7.4" ! 3.9" 7.3" 6.2" 4.9" 7.7" 57 12.0" 112.0" 11.8" 4.5" 8.3" 8.5- 1 8.5" 4.1" i.' 5.8" 5.7' 4.2" 2.7" 1.9" 73 9.6" ; 9.6" 5.4- 1 3.4" 6.5" 6.6" 1 5.51, 7.7" 3.1" 5.7' 4.2" ;, X 1W LAG SCREW 105 6.7" j 5.5' !' ' 3.1" 5.7" ; 4.2' ; % ; ' 5.7' 4.2" 12.0" 170 5.7" if 4.2" / /.' S.7" i 4.2" i ✓ ' 12.0" 5.7" 4.2" , 12.0" Y S 0 = N16" ITW TAPCON MIN EMBED: 1.25 MIN EDGE DIST. 4' 45 12.0-, 12.0" 12.0" ! 9.1" 120" 120" i 12.0" 11.1" i 5.8" 11.0" 9.3" 7.3" ,�' :' ; 3.9" 57 120" 112.0" 12.0" 6.8" 120" 120" � 12.0" 6.2" ; 4.4" 8.7" 8.6" 6.3" 5.8" 2.6" 73 120" f 12.0" 8.1" 5.1" 9.8" 9.9" , 8.2 3.9" 1/ : 4.6" 8.6" 6.3" 12.0" 105 9.9" 8.3" 3.9" ! % 4.7" 8.6" 1 6.3" / ,' 8.6" 6.3 170 8.6" i 6.3" a� / MASONRY SCREW 8.6" 6.3' 12.0" 12.0" 8.6" 6.3" 12.0" V pp 'As" ELCO ULTRACON MIN EMBED: 1.25" MIN EDGE DIST: 3" 45 120" 112.0" .12.0" 8.6" 120" 120" 112.0" 12.0"'! 5.6" 9.6" 10.1" 7.9" 3.$" 120" 57 12.0-112.0" 12.0" 6.5" 11.0" 120" j 12.0" 6.7" ' 4.3" 7.6" 93" 6.9" 12.0" 73 12.0 ";12.0" 8.$" 4.9" 8.6" 10.8" 1 8.9" 4.2" r' 4.3" 9.3" 6.9" / 105 10.8" j 9.4" 4.2" r 4.4" 9.3" 1 6.9" j 2.9" 9.3" 6.9" 2.1" 170 9.3" 1 6.9" 8.8" 4.2" 2.1" 2.3" 9.3" ; 6.9" j ` 9.3" 6.9" ; y 4.2" ': 2.1" N + %-20 ALL POINTS SOLID -SET MIN EMBED: 0.875" MIN EDGE DIST: 3" * 45 12.0" 112.0" 12.0": 11.3" 120" 12.0" 112.0" 12.0" ' 7.4" 12.0" 12.0" 11.0" 5.3" 4.0" 4.9" 57 12.0" ! 12.0" 12.0": 8.6" 120" 120" 1 12.0" 9.3" ' 5.6" 9.6" 12.0" 9.6" 4.6" `: 3.7' 4.1" 73 120" 112.0" 12.0"' 6.4" 10.8" 12.0"i 12.0" 5.9" ' 43" 5.6" 12.0" 9.6" `: 4.6" ; 3.7' 4.1" 105 12.0 "'12.0" 5.9" 1 4.3" 5.7" 12.0 "1 9.6" 4.6" i 3.7" 4.1" 120" 9.6" 4.6" ` 3.7" 4.1" 170 120" 19.6- 4.6" 3.7" 4.1" 120" . 9.6" 4.6" i 3.7" 4.1" 120" 9.6" ; 4.6" 1 3.7" 4.1" b ALUMINUM BLADES ONLY POLYCARS BLADES (WITH OR WITHOUT ALUM BLADES) SPANS UP TO 6' -0" SPANS UP TO 8' -8" SPANS UP TO 15' -0" CONN TYPE Cl C2 C3 C4 C5 j � ANCHOR O O J CONN TYPE Cl I C2 C3 C4 j CS CONN TYPE C1 I C2 , C3 C4 C5 13/8" #14 WOOD SCREW 2 7/8" 12.0" 12.0" 12.0" 15.7" 8.2" 12.0" 12.0" 9.9" 3.7" 5.7' 8.3" 6.5" : 3.1" 2.1" 2.4" Ln MIN EMBED: 1.5' 12.0" 12.0" 12.0" 4.3" 6.5" 11.4" 11.4"! 5.5" 2.9" 4.5' 7.7" 5.7" 2.7" 1.9" 2.1" N MIN EDGE DIST: 0.75" F73 120" 12.0" 7.3" ' 3.3" 5.0" 8.9" 7.3" 3.5" 2.2" 2.8" 7.7" 5.7" 2.7" 1.9" 2.1" 15/81, 8.9" 7.4" 3.5" 2.2" 2.8" 7.7" 5.7" 2.7" 1.9" 2.1" 7.7" 5.7" 2.7" 1.9" 2.1" U) 45.0 PSF 54.0 PSF 73.0 PSF 81.3 PSF 3„ 17/8" 7.7" 5.7" 2.7" 1.9" 2.1" 7.7" 57" ' 2.7" 1.9" 2.1" 7.7" 5.7" 2.7" 1.9" .' 2.1" 1W LAG SCREW 45 120" 12.0" 12.0 "; 6.4" 8.1" 124" 12.0" ;12.0" 4.3" 5.6" 12.0" 10.9"' 5.2" 2.4" 2.7' Ln o c MIN EMBED: 1.5" MIN EDGE DIST: 0.75" EMBED 57 12.0" 12.0" 12.0 "; 4.9" 6.4" 12.0" 12.0" 9.2" 3.3" 4.4" 12.0" 9.5" 4.6" 2.2" :' 2.4" 73 12.0" 12.0" 12.0" 3.8" 5.0" 12.0" 12.0" 5.8" 26" 3.0" 12.0" 9.5' ; 4.6" 2.2" ! 2.4" 105 12.0" 12.0" 5.8" 2.6" 3.0" 12.0" 9.5" 4.6" 2.2" 2.4" 12.0" 9.5" 4.6" 2.2" 2.4" 170 12.0" 9.5' 4.6" 2.2" 2.4" 12.0" 9.5" ' 4.6" 2.2" 2.4" 12.0" 9.5' 4.6" 2.2" 2.4" MASONRY SCREW 45 12.0" 12.0" 12.0" 6.2" 7.8" 12.0" 12.0" 120" 4.1" 5.4" 12.0" 10.1" ! 4.8" 2.3" ': 2.6" 57 120" 12.0" 12 0' ! 4.8" 6.2" 120" 12.0 8.6" 3.2" 4.3" 11.9" 8 8' 4.2" 2.1' : 2.3" Ln MIN EMBED: 1.5" 73 12.0" 12.0" 11.2" 3.6" 4.8" 12.0" 11.4 5.4" 2.5' 2.9" 11.9" 8.8' ! 4.2" 2.1' 2.3" N MIN EDGE DIST: 0.75" 105 12.0" 11.5" 5 4" 2.5" 2.9" 11.9" 8.8" s 4.2" 2.1" 2.3" 11.9" 8.8" 4.2" 2.1" 2.3" 170 11.9" 8.8" 4.2" ': 2.1" 2.3" 11.9" 8.8" 4.2" 2.1" 23" 11.9" 8.8" ' 4.2" 2.1" 2.3" ALUMINUM BLADES ONLY POLYCARS BLADES (WITH OR WITHOUT ALUM BLADES) BLADE I POSITIVE SPAN PRESSURE AT OR BELOW 30 FT ABOVE GRADE MORE THAN 30 FT ABOVE GRADE AT OR BELOW 30 FT ABOVE GRADE MORE THAN 30 FT ABOVE GRADE i 45.0 PSF 2 7/8" 1 1/2" 2 1/2" 13/8" i 54.0 PSF 2 7/8" 1112" 21/2- 1318" 5 -0" 73.0 PSF 2 7/8" 11/21, 21/2" 13/8" 105.0 PSF 2 7/8" 1 1/2" 2 1/2" 1 3/$" 146.4 PSF 2 7/8" 11/2" 2 1/2" 13/8" 45.0 PSF 7-0" i 54.0 PSF i 73.0 PSF ' 104.6 PSF 2 7/8" 1 5/$" 2 1/2" 11/2" 2 7/8" 15/81, 21/2" 1 1/2" 2 7/8" 15181, 2 1/2" 15/8- 2 7/8" 13/4" 21/2" 13/4!' i 45.0 PSF 8' -0" 54.0 PSF F 73.0 PSF 91.4 PSF 27/8' 15/81, 2 1/2" 15/81, 2 7/8" 13/4" 2 1/2" 13/4!' 2 7/8" 17/8" 2 1/2" 17/8!' 2 7/8" 2" 45.0 PSF 54.0 PSF 73.0 PSF 81.3 PSF 3„ 17/8" 3" 17/8" 3„ 2 1 /8" 3„ 2 1 /8" i 45.0 PSF 10' -0" 54.0 PSF ! 73.2 PSF 3" 2" / / // i i 3„ 21/4„ 3„ 2 u2„ 45.0 PSF 54.8 PSF 3" 2 3/4" 3" 3., i 15'-0" 22.4 PSF 3" 3"