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RC-15-524 IQ F x'36 Y Z 3 t Miami Shores Village Permit 7YOOROW00tial C 10050 N.E.2nd Avenue NE „ p Miami Shores,FL 33138-0000 `3 �� ` Ora .. ..` � Phone: (305)795-2204 Pelma f j� {' j � Expiration: 01/31/2016 Project Address Parcel Number Applicant 9707 NE 13 Avenue 1132050090530 Miami Shores, FL 33138-2545 Block: Lot: RICHARD TAYLOR Owner Information Address Phone Cell RICHARD TAYLOR 9707 NE 13 Avenue MIAMI SHORES FL 33138-2545 Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 HOME OWNER ..._... m_.._. . m_.._...:., Total Sq Feet: 64.7 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Window Door Attachment Date Denied: Framing Type of Construction:REPLACE WOOD SLATS WITH GLF Occupancy: Insulation Stories: Exterior: Drywall Screw Front Setback: Rear Setback: Final PE Certification Left Setback: Right Setback: Window and Door Buck Bedrooms: Bathrooms: Fill Cells Columns Plans Submitted: Certificate Status: Review Planning Certificate Date: Additional Info: Review Electrical Review Plumbing Bond Return: Classification:Residential Review Mechanical Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Building CCF $1.20 Review Building DBPR Fee $2.00 Invoice# RC-3-15-54745 Review Building DCA Fee $2.00 08/04/2015 Check#:2637 $66.20 $50.00 Review Building Education Surcharge $0.40 03/11/2015 Check#:2630 $50.00 $0.00 Permit Fee $100.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $116.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID • I cerci that a the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z ni ermor ,I#uthorize the above-named contractor to do the work stated. August 04, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 04,2015 1 �vc'2 Miami Shores Village R , � Building Department 12815 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 [B7Y. I Tel:(305)795-2204 Fax:(305)756-8972 tie INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 10 BUILDING Master Permit No.g� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING �EVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS F-1 CHANGE OF ❑CANCELLATION ❑ SHOP �-7 CONTRACTOR DRAWINGS JOB ADDRESS: <®7 �-3 t' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#:31031,-69 Address: CO) t !/kN E c City:V' "tom-V`" '�I /�Q-S State: CG- Zip. Tenant/Lessee Name: /V�' Phone#: Email: Vim-)-l7 Com �'01� CONTRACTOR:Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ,�-,-/Q dd Square/Linear Footage of Work: 6 -1 7 �i a Type of Work: El Addition L� Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ��v 6.dQ l.J aCK S (0,'rS L,, aSS a-c-a'Zo. ye ~4 12�X 12- I 2.rxx u Ce-191 IVC it L- Coll- . Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ cds- (Revised02/24/2014) Bonding Company's Name(if applicable) \V Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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 y ( `' ` / Signature OWNER or AGENT CONTRACTOR Theforegoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I I day of 12N ,20 t 5 by day of ,20 by 140A �Ev LT�Y'Lap—SV,who is personally known to who is personally known to me or who has produced.'DV.02uas6as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: Notary Public State of Florida Seal: Sindia Alvarez +� < My Commiselon FF 158750 �i--off Expires 0910312018 APPROVED BY �6 Plans Examiner Zoning Structural Review Clerk (Revlsed02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Q OWNER BUILDER DISCLOSURE STATEMENT NAME:��C,4-r,*-QQ DATE: ��r ADDRESS:27a 7 ✓t/E (3 A-0E (M S S 'T-- l c... Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,FS 489.103(7). And I have read and understood the following disclosure statement,which entitles 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.C.A 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 codes 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. Inifial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if 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 or 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 law and by county or municipal ordinance. ll y Initial ,, 7. 1 understand that it is frequent practices of unlicensed persons to have the properly 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 acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not 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 workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply withal]applicable laws,ordinances,building odes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the 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 hfto:/Mww.myfloddalicense.com/dborloro/cilbfindex.htmI Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: C 7 OVA Ykk t `� S 3 N I r Initial yL t 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial_, 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 properly 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 owner 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 the permit is issued. Was acknowledged before me this day of 20 By` O�i 10—&who was personally known to me or who has Produced there License or F L— as identification. OWNER NOTARY 9K9Publitate Florida FF 1567S0 1a z MIAMIdDiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strut,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Pittsburgh Corning Corporation 800 Presque Isle Drive Pittsburgh,PA 15239 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid ager the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AIM(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. ." DESCRIPTION:4"Thick Hollow and 3"Thick Solid Glass Block Systems N;4t 14rtar ::000 •e*• APPROVAL DOCUMENT:Drawing No.Mortar-001,titled"Glass Block Mott V5%tem 4"TU .... • Hollow and 3"Thick Solid Glass Block",sheets 1 through 4 of 4,dated 03/16/201"2 Mitlt revision 2 dated ;.... 11/18/2014,prepared by the manufacturer,signed and sealed by Hermes F.Norero P:1'.,bearirr0 the Miami Dade County Product Control revision stamp with the Notice of Acceptance numbgr rbc}expiration date by ..000 the Miami-Dade County Product Control Section. *see** ...... ...... MISSILE IMPACT RATING: Small Missile Impact Resistant(Thickset 90,""stabrik Series •• Only) ...... LABELING:Each unit shall bear a permanent label with the manufacturer's naritq pt Logo,city.,sgqt,and •••• following statement: "Miami-Dade County Product Control Approved",unless otherwise noted Meti. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0406,06 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No,15-0217.12 MIAMI•DADEcouNTY Expiration Date: August 9,2017 Approval Date: April 30,2015 a¢1�3` I� Page I t Pittsburgh Cornina Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.Mortar-001,titled"Glass Block Mortar System 4"Thick Hollow and 3"Thick Solid Glass Block",sheets 1 through 4 of 4,dated 03/16/2012 with revision 2 dated 11/18/2014,prepared by the manufacturer,signed and sealed by Hermes F.Norero,P.E. B. TESTS "Submitted under NOA#07-0626.10" 1. Test report on Small Missile Impact Test per FBC TAS 201-94,Uniform Static Air Pressure and Air Infiltration Test per FBC TAS 202-94 and Cyclic Wind Pressure Loading per FBC TAS 203-94,prepared by Architectural Testing,Inc.,Test Report No.66795.01-109-18,dated 06/19/2007,signed and sealed by Michael D.Stremmel,P.E. C. CALCULATIONS "Submitted under NOA#12-0406.06" 1. Anchor calculations prepared by Building Drops,dated 04/03/2012,signed and sealed by Hermes F.Norero,P.E. "Submitted under NOA#07-0626.10" 2. Channel and Fastener Calculations,prepared by Engineering Analyti;s,%c.,dated 06/11/2007,signed and sealed by Carol D.Hays,Ph.D.,P.E. ....�. •�; *see:* %e9e: D. QUALITY ASSURANCE •••• . • 1. Miami-Dade Department of Regulatory and Economic Resour t IS RER) •• •' ••••• . . ...... . . ..... ....% so 00 E. MATERIAL CERTIFICATIONS .• 1. None. :...:. ...... F. STATEMENTS •' ' 1. Statement letter of code conformance to the 51 edition(2014)of the FBC and of&filiancial interest issued by Building Drops,dated 10/10/2014,signed and sealed by Hermes F.Norero, P.E. "Submitted under NOA#12-0406.06" 2. Statement letter of code conformance to 2010 FBC and of no financial interest,issued by Building Drops,dated 04/03/2012,signed and sealed by Hennes F.Norero,P.E. 17,0rs Carlos M.Utrera,P.E. Product Control Examiner NOA No.1S-0217.12 Expiration Date: August 9,2017 Approval Date: April 30,2015 E- 1 STEEL, ORWOOD STEEL,MASONRY ORW00D REMIONS FRAMM FRAMING REV DESCRIPTION DATE 1 0vNG8TORMfCTNEWFLOF= 03!18112 MORTAR JONTS MORTAR JOWf9�'TOr(TYP.) BI DDIOCDOPAND F04EWWNftk X,TOV Ur.) 2 1FDATET05THEDWNMM 1111SM4 12k12k4• 1rx12X4'(NOMNALWOR SEEANCNOR STFEL MASONRYOR (NOMNALS¢E) SMALLERGLAS,SBLOq(wM SCHEMLE, WOOO FRAMING ORSMALLER EXPANSIONSIIOP&SFAIANTAT SHEET GASSBLOCK § JAMB&HEADLOCATIONS(ONLY) SEALANT LINITSASPHALTEMIASION POS GLASS BLOCK NOWNAL _ THEN MORTARAT SOJ. THICKNESS) i POSPARELANCHOR EXPANSIONSTRIP& LOCATION HOLLOW LIMIT SEALANTATJAMB&. 4'-0`MAXBAl1MWIDTH HEAD LOCATIONS PANEL ANCHOR RESTRAINT (ONLY) DESIGN PR=RB MT815 DETAIL t12DAPSF *000 SALE 3=r� ASPHALTEMl8.610N THEN MORTAR AT BILL ,,•�,� 4 1aOPENNO •••• •••• • LOCATION SEAN; •• • • • •4TEEI,MASONRY OR• SHEET2•••• • ••WOODFRAbV%•• • IYPMAX0RIMYMTH CHANNEL • • • • P08EXPANSIQNSTRIP • •••• • DMONPRE�URERAT840 POS EXPANSION So • i.�• • • 3r&O PSF BACKER ROD ••• �• •••• OR ••••• • • •••• P117S8URQHCORHIHQGLASS BLOCKHOLLOW UHITS(N06lIAIAr)4'THICK oTHERwMPTeESSIBSEALANTLE• ••••�� MATERIAL•• •• q • FACE LARGE MISSILE SMALLMOTSaE (NOhONALiIiTi�J SERIES PATTERNSNOMNALDO& MOM IMPACTRESiSTANT IMPACTREBSTANi 000000 EL RE§jMNTT HSL ••i • PREMIEREAYpetlems 12k12k4'mida8 atBr No No A94.OdD OM*2I) affmMWIM (a mtrimr) DETAIL•••••• G1=01dc sizes ••e F3-I-T :••• i THO(SETe80 APpeflmas S•zS•> wWa8 O.3T9' No No •• • • 000 • • AB4•tMck(nwninal) dwmmfeffaae SIM Gass Block FAMar System TIO(2Cixk A1pome Sk8T14'endaA aw No Yea a M,ry d wwft q on.Ta�r� �„ .�►.,�. 4 Thick Hollow Glass Block m allft Sfma hurtkmreprolacHon �oanm�r/SR71�e(y / �ove�ROasgreda % i/'r'•�;• PITTSBURGHCORNING CORP. 800 PRESQUE ISLE DRIVE ENERGYEFFICIEI4T Aa S'185C4'ende0 a1BT° No No .•.`'$.. petlmna 'i• ': PITTSBURGH,PA 15239 AO4-Rft(o MY4 dowaubw MM G.126' -,.:7.g.r•<�.;1�1�,I:`�,•'>' . GIwftd(vAhkw%) aims 9l�trremQ �ot�� sous m`a.w. a2 "v'em➢N' 11r-1'-0' MORTARA1 2 LSA wTe 01=12 — 1 OF 4 DATE SPECIRCATIONS R NONINAL 4"THICK HOLLOW GLASS 8L REV DeacIW ftO 3MOR 1 CMANBEeroREFLECTNBYFt01a0A o:ul8lta BU11AR1a000EANa NUA otABBtlwcKlBDT$12k12x4'(mrt�da�)mama0er(l�edlmmreWre}.GbssbbcNitddl•ssae�sthem6d<nima°nmd�(9radti�.GlaeeModca�mapbamfined,meyimve �rOus m�mtlXirsarb�merheveBla� 000P(BM 05*MGoes Wag en Mhave melbod omfnPPWRde0ecodwLBB mmmbdumdbyI' 2 UIMTET05MMA, OFM 1111en4 MORTAR Type'S perASIM CM • REINFORCEMENT'LadrbrType,9•gWrvddeW2hk9eieldadawsvhea da118°o.aigt'dlppedSdradzedor�6demaffid,�evaBeMefranP att9hCanfoBC • PlecwmdlsathtmWjehde(wy)daspaSatmmom anmirmcvetb*.Note:Plamentetrehmirgfor TM29M•Oaftslead)glass Mack Is MOMtadmnYlAI • PANELANCHORS: Nped�Manized20gm�e ateels0�e,2a°bn9b1l1eawtOs.g8la6tlesssbet22'gmgeDetlmatedelael�ps,18'Imgb1'1 wk1e,asudabteOan PI WftOmporeami.P tbatb�jambs�IceadimaSam.SeeandmrodmduletaspedBcanchatypesmdap ft Nftft =40fl•nalanrWfaf2'A2W(WnIrW B<zedlglwNadbate�'Id�d�bo8� sa�gaaossarehead.FmWbWolmid enchasB smaitsrOftdmibest leeatl2Inches. CHANNELS,*Ahmdtuen(X83•T57ALH)25c47�5r�e'.esevaOsMehom,tuAuaBprm&Caim.(1 ),megmi. dbatbolhJmnbmidhe� .Saeemlroradceduletm epecRcendmtppeaeld E%PANSIONMATERIAL'PdpoombM add,esedhftkomPMb*CmftC*WWI LPWdsIbe1mnbuWhWbC*m SEALANT.Skmetype.PlaadetEoO�abmMhasdiose�nmslmbo@�eximbrandbdmbrs6iea • ASPIIAI.TENILWLAvaalmb�atlae dtmrwblm.bpKmmkChmnbalComwelian(KermklW,1.80052ad2�).megmL REQUIRED MMUN ANCHOR SPACING • • •••• •••••• S¢E OESIGNPRESSURE AWNOPRIM ANGLE/CHANNEL SPACING STEEL PANEL ANCHOR SPACING •• • ••• • • • HEAD JAMBS HEAD JAMSB 000000 •••• •••••• • 4Bk48' +12E•120PSF rFROM COItNFJi, rF7U)MCOIDJER, MAX 15'O.C. MAK9S°0.C. •••••• • • • 18°o.C. IVO.C. (Ma R)ANCHORSPERLOCATION) (YN MAIS�RSPEtLOCATION) •••• • W +UAPF rFROMCCRNEK rFROMCOIWER, MAK.1S,D.C. MAX0'O.C. • • • •••• • • • 48 • 161O.C. 1S°o.C. WL(2)ANCHORS PER LOCATION) WC(2)ANCHORS PERLOCAT ON) 0000 o f••: *000••• • • mes° +751-75PSF rFrroMcoRNER, rFROM CORNER tawc.ts•oa MAX ltroc. .••••• . • •••• 18°00 11 . rO.0. @0NMANCHORSPELLOCAT� • •WKt2)ANCHORSPEtLOCATION) • ••••• ANCHORAGE SCHEDULE •••••• • • SUBSTRATE fN1E74A1.0ATA FASTENER 101.EMBEOMENT(E) lBKFAGEMTANCE(E.D.J 0 0 •••••• am MR16GA g10SDSSREGR5 3THREADSPENEIRATION NIA • • • • • 6°33KSI SCREW(FLATHEAD) BEYOND STEEL FRAMING •••• i • 000 ••• CONCRETE MBLft=3WSPSl WO HILTI KWIK CON II 1' 2r nna (FLATHEAD) Glass Block Mrtar System MASONRY CONFOIatdSTOASOdCOO WO HILMOK CON[I +' 2r 4'Thick Hollow Glass Block GROUT CONFORMS TO (FIAT HEAD) .Dayell�,aNertaoeNa t y ,.;I;,�;,, ASTM0475Ma1.GRWT A0°o'�0'M° ;',t��,."e: :l' `•�' :�.` PnTSBURGH CORNING CORP. A=2000 PS800 PRESQUE ISLE DRIVE WOOD N3KS.G.=0.55 S10WOODSCREW tr r ils ,: PITTSBURGH.PA 15238 (RATHEAD) MORTAR01 2 '.ave " LEA care 0311511012 * 2 OF 4 a ; REVISIONS STEEI,MASONRYORW000 SEEANCHOR STEEL,MASONRYOR REV DESCRIPTION DATE FRAMM $CIEDULE, WOODFRAIM 1 CHAYOESTOREFIECTNLWFLaM 03MOM2 SHEET2 BUMMMMANDRENE MKOA MORTARJOINTS SEALANT 2 WDUE1061HEMMOFFBC I 1111aM4 -Fre TONa rnP•) POOVSTA TSOLMUHIT i i PCOE7O'OMMSTRIP Bk3'Lf(INAI. P00 PANELANCHOR S MORMIR (SOLID) )UMTS PANEL ANCHOR RESTRAINT SPECIFICATIONS(FOR NOMINAL 3°THICK SOLID GLASS SLOCIO: BLOCKDETAIL WJMBLOCKUNHB: SM91mblod SCALE:7-T-' , nwbem'edrrwm3'S&Ctcasnmr b*mldby Calm CmP • MORTAR:TYPa T PerASTM C2T0. EIPANBKXNBTRPs 31y TO 3a REMPoRCEMENT:LWdwTyp%4mW 1 V 9Ww1hWlewWtrossirmopmeddIT sEALANTATJM& SEEANCHOROPEN oc,hot-0Ipped�IrardzedmalaWwestael,eBar fmnPAtsbrtghCaningCaPae�n• HEAD LOCATIONS SCHEDOLE, STEEL,MASONRY OR Plecemenlbatl )aaa•loe1Y)elespadngdroamre 0mn 18'aa (OXY) SHEET2 YY00DFRAWNG . PANELANCHOIS:HoldfppedpWnked2ogsgeP•bVOJV2bpt CHANNEL 1hN4W POO EXPANSION STRIP orslaNtewatae128l ge peAmafad deal eb�s.l8yang by 1j.Twikasavalf"baa ASPHALTMWLSION (SOSMT#ALH) Pbb,*ComMPC•P L PleceaANisetbo%jmobma�diaXSmm.Seemcbo•••••• THEN MORTARATSILL PCOE PANSIONSTRIPsdo"kuspedeandm�y�S apa�lg•EaSednmr�of md�ehdoomrbrJo6ds • LOCATION OR shWdbeatWdt2hitlma. • • BACXERRROD • CHANNEM AU*m(60POMWAIWs.aeafblahrmWWBNmBCO.lF*•• • ORSEALANTSEALANT (� )�•4'Pae h tbothymbaWboWbmHmm.Seemdrmscheft OTHER • 4'-0'MAIOABIAIWM I MATERIAL POSNSTABRA(® ••• • • IXPANSHNNMATERIAL•Pa�tY�•F/pe,�0dekaeav4peWe6amP�tabugltC4 • CHANNEL RESTRAINT rMUNIT CapogWe4 Pkdalb0�bmd AOtm' • • • DESISNPRIMIRERATWO . SEALANT:S�amtYpa Ph�AApoobmdhowb}}c&tmdla•%aderbradfol or• t60.0PSF DET�.AI p•O. . swASPHALTEMULSION:AwetatimwdaSPlmR•rlmsml,•J�Colporafb�••• • (KmoskiW,t-Baru • •••• • PITTSBURGH CORA➢NG GLASS BLOCK SOLID UNITS(NObMAL)3•TH)CK i ••• • i••• i FACE LARGEMSSRE SMALLM IE •• • • 000 • SERIES PATTERNS NOMINAL DIM. THICKNESS MPACTRESSTANT WACTRESSTANT • MsraBtmcosmdWBs aupetterre B'e85C+'mdeB 7(rort4r4 No Yea .:;•.c�'i',•, Glass Block Wrtar System o0m` r� M*aJmft �bBted' " r 3"Thick Solid Glass Block Sim hmdcsmD remMtaq.prwdw <;>''i:;..` '•;�9.' above 30 fl.h•APrada ire •12 ."^`')'' ' 7 PITTSBURGH CORNING CORP. 800 PRESQUE ISLE DRIVE PITTSBURGH.PA 15238 T s 1l2 T-V MORTAR-001 2 LBA eAw 03M M2 30F4 unto]Plate Angie Fastener Lintel Plate PC-Panel Anchor PCO Expenalon strip a'G••a'hClemOpmdnasea Sealant /—� Metal Angle Sealant PCO Expenelon Strip i tmb pwb �'4'G' 4b'f7eerOpoNpB Beemm ydd r� '� PC"a@omlontxl0 BEENOTF chomm a Load Me 8 Argb£aebner AldAftie p0^tb &6 6.10Y po am PC'PeMIMdIW NOTE vice n vw. aoetesaeraotras C annet ► NofL Retttlelr►t 09tall + rcamaaLaar um __ mmd�a mmw�.eMew Angle pia a.� 8 Restraint Detail rant Nonemdd4rmMe4 Mere PC Exparmbn SMD B • • PCO PaneaReln 4 •• • dpgpp�pra,pppe •••• •• MelalCharmel abneare•aesuromc PCO Panel AnWW • • ••• • •' iw Exp.Bob • • • Sealant d PCO Panel Reinforcing TWO Per Anchor PC GWWBlbW UnIn• 004 600 ° •• • • PCO EzPanebn Strip tdorlar • ••• Channel Fastener PC GlassBlock-Unit a • •' • • ' • ° • Pc-Panel V*for" 0040* Mortar WSI 61Wn Iwro far •• rtar �• • • •• ••' PCO Panel Reinforcing wma aapare�ue Asphalt irWble1•' 060060 wpG Irmmtrig elnrn hme for rmsapr,pppd.abet or ate' pre9 �heaoweb'. Mortar ower ewaurren ourromM. • •• •t •• Asphalt F1nulsMn PANEL ANCHOR ••• %• parer etrr�mral enrreurM. CHANNELTYPE CONSTRUCTION :•• •: RESTRAINT Glass Blocktye4em • CONSTRUCT ION Generic Consh don Details-Isometlic Views A�o.xo `�• PITTSBURGH CORNING CORP. REVISIONS WO PRESQUE ISLE DRIVE PITTSBURGH,PA 16239 RRV DESCRIPTION GATE t ommmRm=KwK= 0=12 ' ""ti" sora PITS Ona ax 1dWAR-OW 2 2UIINGnWEA'mIOA. ais `iM 4( 2 WUNTOGRIM ONOFF26 11ltan4 LSA ati S3w=2 s®r 4 10 LfGil v _ q loopy f"pE MAR 1 BY: SK&TCH OF ELGVAT( ON APPROVE® E3Y ELATE ... ... ... ZONING DEPT N G C N . . .. .. • BLDG ®EPT 'UD,IEC7 TO COMPLIANCE _ ••• • '• • • ••• • • E WITH ALL FEDERAL ". i i i i•i i i e STAFEANDES AND RIF("[(AUL o — b�s i•••i i i i i•••i ATIONS • PHYSICAL & DESIGN DATA Pattern Nominal Size' Weight(Ib/ft') Heat Transmission' Thermal Resistance' Visible Light Shading Sound Solar Heat (Actual size is 1/4"less than nominal; installed U Value R Value Transmission' Coef.^ Transmission Gain mm shown is actual) with mortar (Btu/hr ft'"F) (hr ft2"F/Btu) (%) S.T.C. Coefficients THICKSET Block-Nominal Thickness=4";Actual Thickness=3'/s"(98mm) THICKSET` 60 Block- 8"x 8"(197mm) 25 0.51 1.96 VUE®=75 0.65 48 .66-.685 DECORA® &VUE'- DECORA°=49 THICKSET' 90 Block- 8"x 8"(197mm) 30 0.51 1.96 VUE9=70 0.65 50 .66-.685 DECORA® &VUE! DECORA1=38 THICKSET' W 90 Block- 8"x 8"(197mm) 30 0.51 1.96 38 0.65 50 .66-.685 ENDURA" Glass Block with"LX"Fibrous Glass Inserts-Nominal Thickness=4";Actual Thickness=37/"(98mm) u DECORA"' 6"x 6"(146mm)t 20 0.48 2.06 44 0.454 56 Z "LX"Filter 8"x 8"(197mm) 20 0.48 2.06 44 0.454 40 .56 12"x 12"(299mm)t 20 0.48 2.06 44 0.454 .56 VISTABRIK'-'Solid Glass Block-See Nominal/Actual Sizes Listed LLO VISTABRIK® 8"x 8"x 3"Nominal a Solid 7s/a"x 75/a"x 3"Actual 40 0.87 1.15 90 53 .75-385 W Glass Block 194mm x 194mm x 76mm � ( ) (NRC=0.05) a 6"x 8"x 3"Nominal L7 55/8""x 7%"x 3"Actual 40 0.87 1.15 90 .75-.785 _ (143mm x 194mm x 76mm) 4"x 8"x 3"Nominal 35/a"x 75/8"x 3"Actual 40 0.87 1.15 90 .75-.785 (92mm x 194mm x 76mm) STIPPLE 8"x 8"x 3" Nominal Finish 75/e"x 75/8"x 3"Actual 40 0.87 1.15 83 53 .75-385 (194mm x 194mm x 76mm)t (NRC=0.05) Energy Efficient Glass Block-See Nominal/Actual Sizes Listed DECORA®, 8"x 8"x 31/2" Nominal 63 DELPHI®, 7 3/4"x 7 a/4"x 3'/2"Actual 40 .45 2.22 33 .32 Ice Scapes®, (197mm x 197mm x 89mm) 50 and VUE" 76 Standard Premiere Series Block-Nominal Thickness=4";Actual Thickness=3'/s"(98mm) ARGUS® 6"x 6"(146mm) 20 0.51 1.96 55 0.65 37 .66-.685 8"x 8"(197mm) 20 0.51 1.96 55 0.65 39 .66-.685 12"x 12"(299mm) 20 0.51 1.96 55 0.65 35 .66-.685 DECORA® 6"x 6"(146mm) 20 0.51 1.96 75 0.65 37 .66-.685 8"x 8"(197mm) 20 0.51 1.96 75 0.65 39 .66-.685 W 12"x 12"(299mm) 20 0.51 1.96 75 0.65 35 .66-.685 Z 4"x 8"(95 x 197mm) 20 0.51 1.96 75 1 0.65 .66-.68, -� 6"x 8"(146 x 197mm) 20 0.51 1.96 75 0.65 .66-.685 ESSEX®AA 8"x 8"(197mm) 20 0.51 1.96 45 0.45 39 .66-.685 FOCUS" 8"x 8"(197mm) 20 0.51 1.96 92 0.65 39 .66-.68' Q IceScapes' 8"x 8"(197mm) 20 0.51 1.96 67 0.65 39 .66-.685 012"x 12"(299mm) 20 0.51 1.96 67 0.65 35 .66-.685 4"x 8"(95 x 197mm) 20 0.51 1.96 67. ' 0.65 .66-.685 6"x 8"(146 x 197mm) 20 0.51 1.96 67 0.65 •••456-.68v Opal Plain 8"x8"(197mm) 20 19 0 • 0000 9000•• Opal Silk 8"x 8"(197mm) 20 17 •• • s • SeaSca es" 8"x8"(197mm)t 20 0.51 1.96 64 00 39 00 .685 0090 0 VUE® 6"x6"(146mm) 20 0.51 1.96 91Z90.6535099o"-.68 7 .66-.685 0 0 8"x 8"(197mm) 20 0.51 1.96 91 9 .66-.68° •0••0: • 12"x 12"(299mm) 20 0.51 1.96 91 4"x 8"(95 x 197mm) 20 0.51 1.96 91 .66-.6856"x 8"(146 x 197mm) 20 0.51 1.96 91'/8" FLAT SHEET GLASS COMPARISON(3mm) 1.04 0.96 90 8• •0.0 • •••0•• 9 • 1 Size:Block are manufactured to a-_1/16" heat gain through glass panels,see ASHRAE 4 Shading Coefficient:Estimated figures • • • • 000000 (2mm)tolerance HANDBOOK OF FUNDAMENTALS,2005, based on accumulated data. 0 :0069* Section 31.3 • • • 0000•• 2 Heat Transmission/Thermal Transmission: 5 SHGC:Default values as interpreted from •• o • ••• • 9 Winter night values.To calculate instantaneous 3 Light Transmission:Based on test results. International Energy Conservation Code. • • • t MTO-Made to Order items subject to minimum order quantities and lead times. 8 t Installed Panel Weight panels. Panels are mortared at the sill, Detailed Drawings Refer to Table on page 8 for weight of with jamb and head details designed to Structural members illustrated on page panels installed with mortar. Glass block accommodate for building movement 14 and other "detail" pages indicate panels installed with the ProVantage® and lintel deflection.The compressive general principles of construction. Glass Block Installation System are up to strength (for information purposes only) Member sizes should be determined by 25%lighter per square foot than panels of all hollow glass block is 400 to 600 structural analysis to avoid excessive installed with mortar. Local building psi.;THICKSET'Series Glass Block is deflections. Maximum deflection for codes should be consulted for any limits 2500 psi.;and VISTABRIK°Series is supports shall not exceed L/600. on panel sizes or installation details. 80,000 psi. Non-load Bearing Thermal Expansion Coefficient Glass block panels are non-load bearing; The thermal expansion coefficient of glass adequate provisions must be made for block is 47 x 10'/('F). support of construction above these FINISHING UNITS PREMIERE SERIES BndBlocli-Fnishing Units HEDROW Comer land TRil7RON 4S"Blod&Unit ENCURVE®Finishing Unit' ARCtUi°Bloch Unit Siam 73 73 ',3/ 7W %L 10 L G-]- 71 t/4' e' - - 734 4 3's 3�e 53/a 3% o. Il, 'h�t ' r/ II � / �3 3/r�73/a 5a � DECORA®& DECORA®& DECORAG& DECORA®& DECORA®& DECORA®& IceScapes®Patterns IceScapes Patterns IceScapee Patterns IceScapes®Patterns IceScapess Patterns IceScapes®Patterns 8"High 8" High 8" High 8"High 8"Square 8"High Premiere Series Premiere Series Premiere Series Premiere Series Premiere Series Premiere Series a m 0.415 s �'- a Glass Block between Maximum Panel Dimensions d®1.083 s `�RIDRON 45°dock° Premiere Series Thin6ne®Series ViSTABRIK® d i a Cn-) sort.) d(in.j A H W A H W A H W (sg.F4) (Pt.) I.wt.) (Sq.f) (F6) (FS) ISp.Ft.i r(Ft.)i (FL) None 4.75 11.45 12.40 1-4°x8"x4" 8.75 21.08 22.83 EXTERIOR' 144 20 25 100 10 15 100 10 10 1-6"x8"x4" 10.75 25.90 28.05 INTERIOR, •250 20 25 150 10 15 150 10 15 A-Area H-Height W=Width 0000 1-B"x8"x4" 12.75 30.72 3327 All extenor areas anj dimen ions are based on 20 Atf design windload with 2.7 safety facto •••• •••••• 1-4"x8"x4"+1-8"x8"x4" 16.75 40.36 43.71 • • • 2-8"x8°x4" 20.75 50.00 54.15 • • • • •••••• •• •• •••••• 1-4"x8"x4"+2-8"x8°x4" 24.75 59.64 64.59 Mortar Voice Estimailng`Tables • 3-8"x 8"x4" 28.75 69.28 75.03 An optimum mortar'TY'�4I9i iiiPitt4burgh 4m'drg Glas V""Is! Portland Cement••••••Lime :••••• Sal••• 1 Part ••••••'/z Part • • 3.401arlt••• IU-J Qr-,5 1.0 cubic foot •• Ka.5 Mtcubic foot 3.4 cubit �• •••••• • • • • • • •••••• Number o:Big%for ?00 Sq. r-t. F:�VA Columns can be AII•TRIDRON 45"Block®(left) •• • • 006 . • • or interspersed with 4"x 8"or 8"x 8"glass block. NOTE:All mortar joints are V41". Bloc(Sizes QVor*,A 6" 8"•••12's 4'x8' 6"x8" Number of Block 400 225 100 450 '300 9 bPHYSICAL & DESIGN DATA INSIDE RADIUS MINIMUMS FOR WIND LOAD RESISTANCE— MORTAR SYSTEM CURVED PANEL CONSTRUCTION (Based on Standard Nominal 4" Thick Premiere Series Glass Block. Installed with mortar. Based on 2.7 Safety Factor) I t 160 Load, %M d Speed b 0 M,mph V4'x4' 20 Be / - Pp 40 125 lgM 60 15 120 , 80 1773 A0� O" 4•x4' 100 100 198 / 11A120 217 �v PANEL 140 234 tl� (8]NP°Rg010" "a Np � 160 250� ` Intermediate Expansion Johns&SupportsC 80 ` , P m 0.0025612 Curved I 4 4x8' F 5`XJW — 0 c �� I NOT TO SCALE 10'x10 C 40 6'x12'• 14'x94•. m4� T4•x r412'X12' _ 10'x " 16'x16' nl MSTA!r&TMrrPou►Serles g 0 sa-27 10'x10 --• 0 20 40 60 80 100 120 140 160 180 200 220 240 260 Supports on� Area of Panel in Sq.Ft. Curved 160 WIND LOAD ii 14o axa RESISTANCE— ti PROVANTAGEC' RADIUS Cvit3�ifv71B�;75 NOTES: � 120 SYSTEM 1.It is suggested that curved FOR CONSTRUCTION C gg `� (Based on Standard Nominal - --- -- -. -- _ -< areas be separated from O 100 4"Thick Premiere Series Block Inside Number Vertical Joint Thickness flat areas by intermediate ° CGlass Block Installed with Size Radius of Blocks In Inches expansion joints and o 80 a xWill; ProVantage"'Silicone System) Inches in90"Am Inside Outside supports,as indicated in p M1 . Based on 2.0 Safety Factor. 4"x 8" 32 13 t/8 1/8 these drawings. 606x6"x 6" 48'/2 13 1/8 s/8 2.When straight,ladder-typeSM reinforcing is used on ao 0 8"x 8" 65 13 1/8 5/e curved walls,the innermost __> `'•O • •6•x12 ^� —' 0 12"x12" 981/2 13 '/a 5/8 parallel wire may be cut g 20 periodically and/or bent to accommodate the 0 curvature of the wall. 0 10 20 30 40 50 6 70 80 90 100 Area of Panel Sq.Ft. RESISTANCE TO SURFACE CONDENSATION Outside Temperature in Degrees(°F) -30.00 -20.00 -10.00 •0.00 10.00 20.00 30.00 40.00 +$• 80.00 -,y�6 Premiere 5erivs ThWNe•Ser6ea VWABW be 48 6 single-8lezed / � 60.00 . `�� ick = Prmxime series Y��• � 40.00 a°+ c •� •• ' •' • • 20.00 ti Cur•' •••••• E®gam ° •i0`• •1 •• ° ," •••• 1• N • 0.00 • Example:At a relative humidity of 40%,an outecle teri ofsapprommately-3 F•••is• will cause condensation on Premiere Series Glais Blocllior approxi�ltgl?3c"?`above• • zero on Thinline'Series block.Under the samescondltiort,condensation will form one•.0•is ARQUE'Block used along with other Pittsburgh Corning Block sizes,allows you to single-glazed flat glass window at 34"F above ze4o! • 0.0 • • form consistent curves of various radii.Radii shown are to inside face of curve. 0• 10 4 • FIRE RATINGS & CODE INFORMATION AII'sizes(exceptions listed below)of •THICKSET' 90 Block and •Framing and support of the rated CODE COMPLIANCE Premiere Series and Thinline®Series VISTABRIK®Solid Glass Block glass block window assembly shall All of our fire-rated glass block glass blocks have at least a 45 are all listed for use as 45-,60-or be provided with double-studding products are listed in the Underwriters minute fire rating when used as a 90-minute fire rated window at the jamb locations with height of Laboratories current issue of the window assembly within a one hour assemblies in panels up to 100 supporting wall limited to no more Fire Resistance Directory—Volume 3. fire-rated wall assembly.All square feet. than 3 feet. A listing of our products can THICKSET'90(thick-faced)and solid •Where permitted by building also be viewed on the Underwriters glass blocks have fire ratings of up to codes,glass block fire-rated 90-MINUTE RATED Laboratories Website at www.ul.com. 90 minutes,and the THICKSET'60 window assemblies having a fire CONSTRUCTION •U.L.Classification:R2556 and ESSEX'AA Pattern glass blocks resistance ratingof not less than 45 have fire ratings of u to 60 minutes, •Where permitted by building (For Glass Block) 9 P minutes may be used as"opening codes,all 90-minute rated •U.L.Classification:R18572 when used as window assemblies protectives'.These assemblies shall Pittsburgh Corning Glass Block (For Plastic Spacers) and where permitted by code. not exceed 25%of the wall areas may be used in masonry walls only. •In accordance with NFPA 80, separating a tenancy from • Chapter 14 Pittsburgh Corning Glass Block a corridor or a corridor from an window assemblies must 90-minute rated glass block ck units that are not fire-rated: enclosed vertical opening or one framed and anchored with'/" be •All 12"x 12"sizes fire-rated area from another fire thick steel(not aluminum)channel- 4CITY CODE APPROVALS •All DELPHI`,pattern block rated area. type restraints or masonry chases. °New York City Materials and ra •All HEDRON®Corner block, •Exception:Although glass block The use ra panel anchor Equipment Acceptance MEA TRIDRON 45'Block'units, masonry systems have been tested construction is not permitted406-90-M.VoI.IV EndBlocke,ENCURVE® .and as window assemblies(not wall •Los Angeles Research Report ® assemblies),they may be used °The use of a fire retardant type RR-24486 ARGUE finishing units sealant for head and jamb aver units re one hour fire partitions as Dade County Acce tante •All P required for corridors in the locations is required. tY P •VISTABRIK®Corner Block q •Specifications and construction 07-0626.10 enclosure of atriums only when P 04-0301.01 sprinkler protection is provided details of such panels are as per 04-0824.01 PANEL SIZES AND DIMENSION on occupied sides. Pittsburgh Corning Corporation LIMITATIONS recommendations. 05-1107.02 Pittsburgh Corning Glass Block listed 45-AND 60-MINUTE RATED •Twice the typical thickness 08-0731.08 above have been tested and classified CONSTRUCTION (a/4"total)of expansion material •State of Florida Approvals by Underwriters Laboratories®(ULA is required at head and jamb FL 1363 rLa window •All 45-and 60-minute rated locations. FL 1366 for use as fire-rated assemblies re panel sizes and Pittsburgh Corning Glass Block FL 5357 may be used in both masonry and FL 8039 dimension limitations listed below: non-masonry(steel or wood stud CONSTRUCTION RATED CURVED FL 11669 •With the exception of all framingwith sum board walls. CONSTRUCTION 12"x 12"sizes,finishing blocks, • gyp ) •The lass blocks noted under Texas Department of Insurance corner blocks and the DELPHI® These rated glass block windows g WIN#s 62,63,64.and 540 may be framed and anchored with 90-minute rating and those pattern block,all Premiere Series either PC®Panel Anchor 8"x 8" x 4" sized glass block BUILDING CODE AND and Thinlinel Series glass blocks construction or channel-type noted under 45-minute rating are NATIONAL STANDARDS in panels up to 120 square feet restraints. classified for use in masonry walls in masonry walls or 94 square feet as curved window assemblies, REFERENCES: in non-masonry walls are classified •The use of a fire retardant type ro curve that the radius of the •International Building Code(IBC) by Underwriters Laboratories,for sealant for head and jamb assembly is at least twice the •International Residential Code(IRC) use as lieminute rated window locations is required. opening width i.e.chord length). assemblies. •Specifications and construction P g ( •Canadian Standards Association •These panels are usually details for such panels are as per (CSA)A371-94"Masonry P y Pittsburgh Corning Corporation Construction for Buildings" acceptable as window assemblies recommendations. •Canadian Standards Association for use in fire separation walls that .Non-mason fire-rated steel stud (CSA)5304.1-94"Masonry Design are rated one hour or less. �'' for Buildings" •THICKSET®60 Block are listed for with gypsum board wall assemblies TMS 402/ACI 530/ASCE 5 use as 45-or 60-minute fire rated must conform to UL®listed wall assembly#U465. "Building Code Requirements and window assemblies in panels up to Specification for Masonry 100 square feet. Structures" Fire Ratings®Glass Block Assemblies Premiere Series Glass Blocks,THICKSET°60 Blocks,THICKSEr 90 Blocks and 3"thick VISTABRIK®Solid Glass Block units have been tested and classified by Underwriters Laboratories NL111#or use In fire-rated window assemblies to panel sizes and dimension limitations as listed. Masonry Wa0 Construction Non-Masonry Wall Cor44-mv Panel Limitations Fire Rating ,Pane)Umttatioas• Fire Rating • Product Max.Area/Panel Max Ht.or Width 45 Min. 60 Min. 90 Min. Max.Area/Panel b`jr Width*••&Jf ln. it W;c• Thinline®Series** 120 12 X 94 •••ol&75 • X� • • Premiere Series** 120 12 X 94 ••• ,75 �•••e i • • THICKSET'60 and 0000 • ••••• 100 10 X X 94 ••••161.75 • •X ••:••• ESSEX®AA Pattern** • • 000000 THICKSET°90 100 10 X X X* 94 • 10.75 • X ••X•i• VISTABRIK® 100 10 X X X* 94 *10:5 5 � X •�•i• ••••• • *'/,°steel channel.1/4"thick expansion material at head and jambs,and fire retardant sealant are required. • • • • • *includes"LX"option. • • • •••••• 11 ACCESSORIES TYPICAL CONSTRUCTION DETAILS PANEL CONSTRUCTION PANEL ANCHOR CONSTRUCTION USING UNIVERSAL ON SW Lintel Plate MORTAR SPACERS nucia ARCM Panel Anchor Expansion Strip The all plastic Universal Sealant �~ Mortar Spacer speeds sent^"r Lintel Plate construction, assures MOKA "'-- 00 Sealant uniform placement and MORTAR SPACERMWRSAL SEE NOTE helps keep panel flush.Can 0 I Expansion Strip now be used in fire-rated �„ , Panel Anchor panels. Special spacers are Pittsburgh Corning p S p p I � Glass Block Unit available for the VISTABRIK® universal __-= NOTE:This dimension and ARQUE®Block, IMortar Spacer' 6 a is antiticpatddeflection Sealant of the structural member above the glass block. PCs PANEL REINFORCING, Expansion Strip Q Panel Reinforcing --- _ ---_�- -, PANEL ANCHORS & EXPANSION STRIPS Panel Anchor PCS'Panel Reinforcing (top)— 'A"Exp.Bolts b Pittsburgh Corning in panels—is embedded Two Per Anchor c Glass Block Unit horizontally in the mortar joints Mortar a between every other course. Panel Reinforcing PC®Panel Anchors(middle)are used to tie Pittsburgh Corning Wall framing shown here for illustrative Mortar Glass Block panels into the surrounding framework when paminurposes only wall channels are not used. PC®Expansion Strips(bottom), made frc ..,: masonry, be concrete, Asphalt Emulsion ,wood,steel of white polyethylene,are inserted at the head andjambs. or any other structural surround. The strips replace mortar at these locations to cushion the glass block and allow the panel to expand and contract freely. OTHER ACCESSORIES Additional materials—such as mortar,channels or framing, packing,sealants and asphalt emulsion are available from CHANNEL-TYPE RESTRAINT CONSTRUCTION other manufacturers. Lintel Plate Angle Fastener 4'/4 4'/2' le Metal Angle Channel Clear Opening Sea �-'� g PROVANTAGEn INSTALLATION SYSTEM Fastener Expansion Expansion Strip PackiMaterial Strip / 4'/.,"-4V:"Clear Opening Unlike previous systems using sealant and spacers,the new Metal Expansion Strip ProVantage®Installation System for use with Premiere Series Channel Angle Lintel Plate Fastener Metal Angle glass blocks,can turn corners, make radius walls,build showers Sealant _ Pittsburgh �y SEE NOTE and is suitable for interior or exterior applications.The system Corning Glass Packing 1^Min. Block Unit + Material utilizes spacers to align and hold the blocks in place for easy Channel Sealant Pittsburgh Corning assembly. Sealant is used to bond the spacer and blocks Restraint Detail - Angle Glass Block Unit 6 together.The consistent,even-spaced joints are then finished Restraint Detail Q NOTE:This dimension with a special tile grout resulting in a clean,smooth professional is determined by the Metal Channel anticipated deflection look. For smaller straight wall panels,with 3-side support, of the structural member sealant can be used in the joints to provide an all-glass look. Sealant C� above the glass block. Pirip6%inforcing Expansion Strip iiis • • t •- 0000 0000•• Channel Fastener • • M. - • PRtsbur 11g Cornin • •L'i�a�sllo;k Unit • �--- , 1 0000•• Wall framing shown Morty •••••• here for illustrative • •Panel Wriforong • • h k purposes only.Wall •••••• framing can be concrete, • •Mortar ••••• mason wood,steel • • �� 00000 • or any other structural ulsion - surround. • •• • •••••• • • • • • 0000•• • • • •0000• 12 Mar-16.2015 02 54 PM 0 R E R product Control Sec 786.315.2599 1/6 MMIAMI MIAMI-DAM COUNTY now PRODUCT CONTROL SECTION 11805 SW 26 Streat,bloom 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RU) Mbar,Ftod&33171.2474 DOAIW AND CODS AD] MISTRATION DIVISION T(786)31S-2590 P(980 313-?.599 NOTICE OF ACCEPTANCE (NOA wgiv mtamidade."ev Sanomr Pittsburgh Corning Corporation 800 Presque Isle Drive Pittsburgh.,PA 15239 SCOPE:This NOA is being Issued under the applicable rules and regulations governing the use of construction material,,Tho documentation submitted has been revio%ved and accepted by Miami-Dodo County R$R Produot Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Mlami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material tills to perform in lice accepted manner, the manufacturor will incur the cxpensc of such testing and tho AHJ may immedlately revoke, inoft or suspend the use of such product or material within their jur)sdlotion. RER reserves Uro right to revoke this acceptance, if it is determined by Miami-Dade Cougty Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product Is approved as described li=ln,and has beets designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRUMON:Hurlicano Resistant G1038 Block Panels APPROVAL DOCUMENT:Drawing No.ERGBP,titled"High Padbrinance Systema Hurricane-Resistant Glass Block Panels",sheets 1 through 3 of 3,dated 01/1012014,with last revisions dated 04/01/2014, prepared by Pittsburgh Corning Corporation,signed and sealed by Hermes F.Nomm,P.13.,bearing the, Miami-Dade County Product Control revidou stamp with the Notice of Acceptance number and expiration date by the Mlami--Dade County Product Control Section. AtSSMI DeACT RATING.Largo and Small Miss7e?nnpaat Resistant LABELING:Each unit shall bear a permanent label with the martufacturees name or logo,city,state, modellseries and following statement:"Minmi-Dade County Product Control Approved",unless othat-wise noted herein: 'RENEWAL of this NOA shall be considered after a renewal application lies been filed and there Inas been no change In the applicable building code negatively affecting the performance of this product. TER&lIP 71ON of this NOA wlA occur utter the uxpirntion date or if there bas been a revision or change in the inaterinls,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertis4l or any other purposes shall automatically terminate this NOA.Failure to comply with any section of thlsN0A shall be cause for tonnluatlon and removal ofNOA. ADVLRTISEIVENT:The NOA number preceded by the words Miami-Dade County,Florida,end followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done In Ile entirety, INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at tha job site at the request of the Building Official. This NOA revises NOA#13-1028.02 and consists of this page 1 and evidence pages B-1 and B-2,as well a's approval document mentioned above. The submitted documentation%vas reviewed by Cnrios M.Utrer s,P.T. NOA No.14-OL29.17 Expirattmt Date:October 16,2018 Approval Data August 21,2014 Pop 1 Mar-16.2015 O2,.54 PM D R E R Prcduct Control Sec 786.315.2599 2/6 laltisburuh Corning Cornoratlon I NOTICE OF ACCEPTANCE: EYMENCE 8-1MNZ 1 A. DRAWINGS 1. Drawing No.ERGBP.titled"High Performance Systems Hurricane-Resistant Glass Blook Panels",sheep 1 through 3 of 3,dated 01/10t2014,with last revisions dated 04/0112014, prepared by Pittsburgh Corning Corporation,signed and sealed by Hermes F.Norero,P.S. B. TESTS 1. Test reports on 1)Air Infiltration Teat,per FSC.TAS 202-94 2)Uniform Static Air Pressure Teat,Loading per FBC TAS 202-94 3)Water Resistance Test,per NBC.TAS 202-94 4)Large Missile Impact Test par PBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of HIgh Performance Hurricane Resistant Glass Block Panels,prepared by Architectural Testing,Inc.,Test Report No. D1178.01-501-18,dated 12/03/2013,signed and sealed by Michael D.Stremmel,P.B. "Subnrille(t ander NOA#II-1229.03" 2. Test reports ori 1)Air Infiltration Test,per PBC,TAB 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FDC,TAS 202-94 4)Largo Mlssilo Impact Test per PBC,TAB 201-94 5)Cyolio Wind Pressure Loading per FSC,TAS 203-94 6)Forced Bntry Test,per FSC 241112.1,TAS 202-94 along with narked-up drawings and installation diagram of LightWiso Architectural Hurricane Resistant Windows,prepared by Architectural Testing,Inc.,Test Report No. B2913.01-501-18,dated 10118/2011,signed and sealed by Michael D.Stremmel,P.B. "Subnttfted Ividar1VOA#08-0731.08" 3. Test reports on 1)Air Infiltration Test,per PBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test.per NBC.TAS 202-94 4)Largo Missile Impact Teat per FBC,TAS 201-94 5)CycUe Wlnd Pressure Loading per IBC,TAB 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of KWIK'N,BZ Rigid Track Silicone System THICKSt3T 90 Olass Block with 2-pc.Aluminum Channel,prepared by Architectural Testing,Inc,Test Report No.79308.01-501-18,dated 03/26/2008,signed and sealed by Michael D.Strammel,P.B. Carlos K Utrora,P.E. Product Control Examinor NOA No.14-012P.17 Expiration Date:October 16,2018 Approval Date:Augat 21,x014 E-I Mar-16-2015 02 54 PM D R E R arod�ct Control Sec 786.35.2599 3/6 Phisbureh Corrine Corporation NOTICE Or ACCHTA.NCB1. EYMENC1Gl SIMS=. C. CALCULATIONS 1. Product evaluation report#2666 prepared by Building Drops,Inc.,complying with the 2010 FISC,dated 01/09/2014,sighed and sealed by Hermes F.Norero,P.B. `°Srib»rilled undor NOA#X1-1229.03" 2. Anchor verification calculations prepared by Building Drops,Inc., complying with the 2007 and 2010 F.B.C,dated 12/08/2011,signed and sealed by Alexis Spyrou,F.E. "Sabna/Iled under NOA 0 08-0731.08" 3. Anchor verification calmilations prepared by Bn&eer'ing Analytics,Inc.,complying with F.B.0 2004,dated 07/29/2008,signed and sealed by Carol D.Hays,Ph.D.,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) ]C. MATERIAL CzRTIIriCA ms 1. Notice of Acceptance No.13-0708.08,issued to Cardinal Systems,Inc.,Far their PVC Extrusions used as glass block spacers,approved on 09/12/2013 and expiring on 12/11/2015.- F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Building Drops,Inc.,dated 01/24/2014,signed and sealed by Hermes F.Norero,P.E. "Subodued ander NOA 8 08-0731.08" 2. Laboratory compliance letter issued by Ambitectural Testing,Inc.,for Teat Report No. 79308.01-50118,dated 03/27/2008,slgaed and sealed by Michael D.Stremmel,P.E. 08 /4 �od4 prlos M.Were,P.3. product Control Owandaca• NOA No.14-0129-17 Expiration Date:October 16,2018 Approval Date:August 21,20I4 1r 2 3 o� 5 N O cn O •N IE1fF9016 L" FBMWMCMMFM { R@11 0 MIH PIJINGleVR9B, PIAN :LGE aiOM +0eamo a ausmio we®r nopasfssa naa�tao � m 0 Fa[�81ta01Wa1�ISPAltEI n 2FAMAUAM J1lCWWM n KM FM MMTM e�eaaattseu�►emea►ua � Ln et co b 1>�TBe o o r �[aK 1Ad® I SECTION c.i ENATION wrRera�sa►aarr �n 9®na�s9eaca OaaaERA11e8 ^' IX e•ef3S 9P 4WM=A f-0raANQeYRf U �� xOEAuaRli®I9 MN Nam" N BEVAMNm EMATION ee�:ears eta:41SXMV awo�a4IP:<a>r =WD"F a oaavaa ULMT ar rm ,ca Hgh Paftmm=spwfm r„ "�.,.,. ,,-/ 'i Hwrimm t(m Ok)*Paaels ow ' t ' F%TMOURGH CONO v CORP 800 PRESaM ME MtM O, aviavlB� 4_9— PnT=URGKPA1fr ISOMETRIC 29049FECE ` W.14 wmitlt 71 ..z ,a .. >Ba •� a0=4 — ICFs A 01 s 1 3 - m rn N O O N SP EmmT1mfx 'lES �..�y� EgtAPibO OKIE A . BJnS[�totlAtWsa 1lE�t�tB10.S?deS8785d�f�idNcbC'a1�f�sb�Yl�bgYmdbY��`Y--'.'�"`• 1 ,�a�BRABOlt�7�vL �p � SGPPMUMOYMM AVNf IN"NO 01QN*VQq dbL Soho gM1�fld0mlYsoe�Idlb�N�Yid� ! 10 �eIOM 3 bacjtt4drt4D0e16�]�eSYSe0iQe1��iaElstmajb�vi6lebnsam�lo►d�P �4a�°Qhipd�dmt't� Jma� p RAMWIPAWIQeOmdrdr 1P lPVC �iddh{�r�9�4Sc bpNis60�pI0s} �s�liraiMer�lf�d94bu paysm iIW1Q1YIG SU AM RI�bma�st�6�am8bdtblof�Crs�Is+0.adYi�Oelsd®a�aid BFKAtQ(B1YP) r^ SENAN LOcu DkS N/�a�adn�lmkifm¢�alrk� setr�lOowa+ppo�Sf'lCta�e�mrt�b�sadi aN1 'i�lo mrlm sa tr'>sad veQaO+ Pnbrolerpfd+r� utieduir wdad�daRfi.+oeb. p��ifr®a4lelarslmo rP�ol�ptboAeOe.aoEusQuaft v avas'�IralerffipieY.el�aebYAeriAO} ftff69�i61tCDNODC3 0 ReNetra N�aRa�ao�are�aNreboralmesalFag(asuatj�s t�1Pu�epeairtrwgsielr�mse�epioal�odmuetasalbebm(sgb�oAAa w�csnaoHt ?. lP��OtopAedlha¢asfmde�etW�o�diN�n+tdte�e)rdl�dfanl6�pmdabYanOwptademA�usdadb�6 Rlis�#ICG • SN616PYiIDR �f'dd�l�+ddatlsallartdsre� 1S�Ef'N n • FAANEt�tFie6m��aS�d�tHmeddb(/�Atos2'1o®eaa�SeMea®SAtNhatlmn o ANCOMSCJ MU fWM$YfJY VE W lWLCCQloPt AEEMOMEMq � ® o tE HA19Uatu n hvmmm SP'Am tIDLE (q WLNKMMlMRM AECtLVM FffmLRLII Ln Sta t�E"Ok �1OWILFKSO -1es1)F WEIROMWIL 31WEADSMMEMAM HR SfigwPTr) COSIHQisucm bzmo NttFi K NF7tNEUMCRM trar. S�tOER� EtFINM P1ItS8ll[rGNowim 301MCAM l2LP•n7SNPn HLnIFlf comers•ar rm�t�OGtt lL Or Of � �� o0 7Iti1NNEpLfAOSE L tray. R6A9� MA6nNRY OOH�ORNS70ASG11090 t nimmtODNiY:slf rP1NNtaoaQR 1� ' 2P�11@8l9oLT c.� tttln/t 10 wIBUBCmoSl m 130!~ BROSE1tAom= cn ANttC4mm 5C QaBItEi N coaovr a mztoo+g [R58orICOWa1G - 1P Po tD noon s,Lsta=o$ stsortnc sas rmmommm li AW S81AKTV. oacraca lts ra& 1tAo�S}lai�mdoAbL�lBtsimrohfeilApa►+b# 2Q1pNIR1 EA ' tnlEAnmRIEAtR,tlbR • 11iTs9je�bwlbl�IdlsD�tMaiH�l+abYpmat#��awa avim • t►P�wlodt m/iA► MIEW kAAM= SEEA[d:1fORgt somm PrtTSB(1RGff CI�lY�N6 611ISS6LOp( = 1°°m TYPICAL GLASS BLACK DETAA soW3 P'AnW euttYsottriLt, F mmwot648 YNCISEM o� r"MAULatt�t fusit �r Htmbm4bdsbd(VSs BOW PwWs SWMFMMM �� Easx �l �o �uIE IME OWE oF'"m tqr oho OWAuam an 2 PIECE ALUM.CI AMTS y-4-zv� PrrssuROK PA s5M SfAAtN3iFACE54B ISOWEMC 'O°` 12 Qm"o, •�` tlUtaM 20F3 Ell a� 3 of 5 N O to O N �— 1@t DOiA�TR�1 ON6 A �� aerAr.,c as 0 1 0 U* Apr Dees ueea i ut 7D CAN m L17B Q93 aLx eeeep 2 v —/ awn i, m am zsa anD GAS10:T SECONOMALUININUM u eesma La ss=awe �.�caeatesaum� sage CHOM TO SNAP ON sowonaoemmued l aswese m LM u' WAIEM Eoleml8DAl0==MPLTMMVWFM ano smi EKLCQgNMK a�eatOextAsMO FRdUlA ALUM MM CHA 4& m am ozea MILE Ll a an w" am N PVC SPACER DaTlum a ,ra cent enre CAFMASYMspew �z, � 4g DETAILV erne ea to ama ass o� ZMEZI SAN eI lfgh Ped marn Sptm _ :�� Humicans•Resisimt©lass 81oc1t Panels 9( w swuhualft t PrrMBUHGH COFOOM COI. 800 PMWJE WE DfM 4.q.aoar PrrFSWRGKPAIMM DETAIL Off suu�� .oewxee� via tn�soo 0 SCAtEtl r LBA — OU10rJA14 30F3 rn FOR L;c,o i n clz l I o mi. t;1 iFict P,-E.r;) o 3}}.r'.c C I a S 2.7 160o Load, vwnd Speed Psi M.mph Curw r, -4'xV 20 as 40 1125 3Z N 1 60 53 !b 120 90 177 4'x4' too 190 120 217 PA234 REINFORCING160 , 250 lntermedlaw Expmslon Johne&Supporta80 S P=0.002561P 0 CL. 4'x8'\' 44' Cursed M F40TTOSCALE ♦ 3 I - • .IV.1 -0 40 14'xlP"4"- -r4'x 12'x 12' I I:wv(d 10'x20- ..IV x 16' X ... . . M VtSTAMW&Thi.H,.P S.6" &K-a7 0 hnermediete Expartalon Jogs0 20 40 60 80 100 120 140 160 180 200 220 240 260 &Supports Area of Panel in Sq.Ft. Curved 160 tri MA� J 140 44 tr I NOTES: in 120 1.It is suggested that curved C (Based on Standard Nc,ninal areas be separated from 0 100 d"Th;cl(Premiere Series Block Inside Number Vertical Joint Thickness flat areas by intermediate CL Size Radius of Blocks In Inches expansion joints and E Glass Block Instilled min. -0 80 V.8' F,-oVartage Silicone System'.inches in 90*Arc inside Outside supports,as indicated in Based on 2.0 Safety Factor. x 82, 32 13 'k; these drawings. 6"-x'6" 4-814 -1-3-- 2.When straight,ladder-type 60 V x 6jkl.,- -x - - --- reinforcing is used on all 65 1 40ji 3 10 6-;12' 1 - curved walls,the innermost :0, Q 12"x 12" 9 8 1/?, 13 parallel wire may be cut 20 8,X 6"' periodically and/or bent to accommodate the. curvature of the wall. 0 0 10 20 30 40 50 6f,, 70 80 90 100 Area of Panel in Sq.Ft. Outside Temperature In Degrees(*F) 30.00 -20.00 -10.00 MOD 10.00 20.00 30.00 40.00 80.00 P-1—5-1. VWAMW J;WC ....flat 0-Wngl"Wd b 6o.00 K40.00 it* C E—� Z: 20.00 J 0.00 1 Example:Ac.a relative humidity of 4O%,an ori•ide tenipBrature o'apprw,mately-3'c Will cause condensation on Premiere Series Glass Blocl,or appruxil'hatelj 5"�above zero on 1 hinline'Series block.Under the sarne':onrJ*ior condensation w4l form on AROLJF'Block used along with other Pittsburgh Corning Block sizes,allows you to sinjle-qlazed flat glass w;-idow at 34"F above zero form consistent curves of various radii.Radii shown are to inside face of curve. j. 10 JOB NO:_I S-I Z 3 .0 0 02ICA4 6)T.y lac Khan & Associates, Inc. SHEET NO: OF: Consulting Engineers And Planners CALCULATED BY: DATE: �/ / 5i 7400 S.W.50 TERR.SUITE 105 CHECKED BY: DATE: Miami,Florida 33155 C.A.#29467 SCALE: : �_ : : : : 11 . ... : .;�.. ..1 moi, ... .. S'r.. ...�.. .... :.......:.......:...........:.........:....... .............. ....... ........ ............. ... .. ... ... ... ... ... . ....... ....... ....... .......'........................................................... ... ............... .. .............. :..........x. ......... . .. �x .......:.......:.......:.......:............. : ... .. ... ... ... ... ............... ..... ....F......... ....... . ...... . . .. ....... ... ..... ..... � ..... .............. ................... ......... ... f :.......:.......:.......'...G,l�. .r� ....... ou. .....s... ......... .... ... ... ..S. ....... ..... 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V �.�. ......:.... ... . .'... (� :. .. i : Cr-s /1�a �( �5 .�!ss . 1'a . . G.. 1 Z,3......—.:t�� . .... ... .........�.. .... .....,,... o..... ... . ... ... ... ... ... ... .... ... ®: :OF w: ....................... ... .... ... ... `Wp ... . ee- <) ............................. Ai :...............:...............:.......:.......:.......:.......:............. ... ... ... :.......:.......:......... . .. ........: ... .. .. : ... ...................:.......:.......:.......:..... .:.. ...:. .... :..... ..... ..: .. z ..� � ... ..: ...... . ... .... . . ..... o .. .... .. .. . .. ....... �'004 �............:....... .......:.. .... ...... P...�.(.�....1. : ...moi ... . ..�. 6 .... E.... ....�.............................. _ ... ... ... : : : : . : : : : : ....:........ ..:... ........ .01 ..:...... r'. � .......:..�. . d... — �0 :/" .:..G. .. .... . 4 4 MMAMMUM* MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadexoy/economy Aluminum World,Inc. 4401 East 10`h Avenue Hialeah,Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 22 ga.(0.029"min.)Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 10-ALW-0001,titled"22 ga.(0.029")Galvanized Steel Storm Panels",sheets 1 through 4 of 4,prepared by Engineering Express,dated January 31,2005,last revised on April 20, 2012, signed&sealed by Frank L.Bernardo,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo,city, state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA'as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#10-0928.07 and consists of this page 1,evidence submitted pages E-1 and E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. NOA No. 12-0523.03 ... � Expiration Date: 09/08/2015 09 J 2..1 / 'Z Approval Date: 09/27/2012 Page 1 Aluminum World,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#05-0215.03 A. DRAWINGS 1. Drawing No. 04-166-0001, titled "22 ga. (0.029") Galvanized Steel Storm Panels sheets i through 4 of 4,prepared by Frank L. Bennardo, P.E., Inc., dated August 08, 2005, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on "22 ga. Galvanized Steel storm panels",prepared by Construction Testing Corporation, Report No. 04-014, dated October 22, 2004, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. Storm panel calculations, titled "22 ga. (0.029" thick) Galvanized Steel Storm Panels sheets I through 35 of 35,prepared by Frank L. Bennardo, P.E., Inc., dated January 17, 2005, signed and sealed by Frank L. Bennardo, P.E. on February 11, 2005. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E . MATERIAL CERTIFICATIONS 1. Tensile Test Report from Certified Testing Laboratories, Project#CTL#0621 K dated 08/30/04 for 22 ga. Galvanized Steel sample, tested per ASTME8-93, signed and sealed by Ramesh Patel, P.E. 2. Mill Certified Inspection Report, dated 0112812004,for Galvanized Steel by Century Metals &Supplies, Inc. with chemical composition and physical properties. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 10-0928.07 A. DRAWINGS 1. Drawing No. 10 ALW-0001, tilled " 22 ga. (0.029') Galvanized Steel Storm Panels", sheets I through 4 of 4,prepared by Engineering Express, dated September 21, 2010, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated September 22, 2010, 23 pages,prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E., on September 22, 2010. my A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.12-0523.03 Expiration Date: 09!08/2015 Approval Date: 09/27/2012 E-1 a Aluminum World,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSOURANCE 1. By Miami-Dade County Building and Neighborhood Compliance Department(BNC). E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS I. Drawing No. 10 ALW-0001, titled "22 ga. (0.029") Galvanized Steel Storm Panels sheets I through 4 of 4, prepared by Engineering Express, dated January 31, 2005, last revised on April 20, 2012, signed&sealed by Frank L. Bennardo, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated May 17, 2012, 10 pages,prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSOURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 'n Ifelin �tl y A.Makar,P.E., Product Control Unit Supero NOA No. 12-052M3.011— Expiration 2-0523:031,Expiration Date:, 1®`r 2015: Approval Date: E-2 ��r `Y" °' �y°• t_, K•L 22ga ( 0 . 029 " ) GALV STEEL STORM PANE-*LS.,-,-e : : 0�. •• . . ... . . . . ... 0.029"MIN THICKNESS fi-2^-� t-- 2"- -t 21,4n GENERAL NOTES • o sT 1/4" :1 :•THIS SIST�NI}1 g EN STED AND EVALUATED AS A LAlp , 0.833" o ,�' ' 0.833" Z 3/16" S�IL�E IMPACT PROT�CA E S��EM IN ACCORDANCE WITH' s Rr all p a 1.125" 1 REME O MiE 2 FL RIDA BUILDING CODE FOR USE �•e 9r° IR - ,. 1 o p 0.062 H N TH H G UELOC H RICANE ZONE,PER TESTING •', TYP PROTOCOLS TAS 201,202,&203. °�° n 2) NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN !!+ \ \ M 0.060 U9E0 IiV iHEOESd6N OF.iHISBYSTEM. WIND LOAD DURATION W w LL's U U " TYP FACTOq�3B NUS D FOR WOOD ANCHOR DESIGN. W a � - ESIGN 4 15/16"- ---� T 4 15/16"---� N 3/8" F�,�2'�U yVIr� IS•S TE MALL E DETERMINED PER SEPARATE �� >U8 W PRESSURES CALCULATED d ENGIN ERINI IN'AC�dR[? I E WITH THE GOVERNING CODE. (9 Q g (9 12" PANEL COVERAGE N 3/8" PRESSURE REQQUIREMENTS AS DETERMINED IN ACCORDANCE WITH t m z o 14"OVERALL WIDTH n CODE SHALLE 7-10BELESS TER 1609 HAN OR OF THE UAL 2010 FLORIDA BUILDING Z X N G w __L �2 NEGATIVE DESIGN PRESSURE CAPACITY VALUETHE SLISTEDHEREIN W W E OR �w " TYP STORM PANEL PROFILE �--2" FOR ANY ASSEMBLY AS SHOWN. 3 w j h HEADER 3 U HEADER 4) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM to pJ SECTION " �� tt « TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. p W 5) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT w w " 6" = 1'-0" 6" = 1'-0" PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED Q a i " ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE € t ^ 1/4 SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS N I �-}-0.380 �- DOCUMENT AND APPLY FOR A ONE-TIME NOTICE OF ACCEPTANCE. -`nt- I I 0.665" 0.380" 6) PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE w 0.275" 0.665" ` 0.125" 3" EXISTING STRUCTURE TO WITHSTAND NEW SUPERIMPOSED LOADS. in w •-� _ 7) ALL STORM PANELS SHALL HAVE A MINIMUM GALVANIZED zz ro 1/4-20 x 3/4 S.S. 0.275" ,, 'i S 3/8^ 3/8 7 ICK NESS t=0.0290" CONFORMING TO ASTM A653 STRUCTURAL V ~ a m STUD @ 12"O.C. t gqUALITY GRADE 80 WITH G60 GALVANIZED COATIIJG AND MIN u� Sot z w Fr=88.12 KSI. H m O t3 0.110"TYP in `aco 0.130" 0.130" M 0.125" 8 ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,U.N.O. w 0 u '' 0.095" "� " 9 PRODUCT MARKINGS SHALL BE PLACED ON OUTSIDE OF �2-� I 2YP + 00 t a fi S7TT7770RM PANEL,WITH AT LEAST ONE MARKING EVERY THREE FEET Q w M -� -1 0.095"TYP c i > ''' N " LO 15" 0.695" AND SHALL BE PERMANENTLY LABELLED WITH THE FOLLOWING 1 2^� r� N '-' 0.260" MINIMUM INFORMATION: "'� E V STUDDED N 3/8" 1J4HIAALUL1EAHF ORIDAINUM , INC.202&203 O �NGLE "E" TRACK " " TRACK YMIAMI---TAS DADE NOA NUMBER Z (��6' _ n *6' _ n *6�- 10) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE 8- 1-0 - 1-0 1'-0" r�-211 �� M AMI, FM TEST REPORTSPANS AND O#0450 4NDING LOADS SHOWN HEREIN. fn cc O BUILDOUT REFERENCE CONSTRUCTION TESTING CORPORATION (CTC OF = 90 �G�BUILDOUT h HEADER 7 6"� 1'-0"RACK Fx�LD COND&BOTTOM ITIONS DIGTATE�SHOWN PANELs MAYYBE BE MOUNTEDANGED AS Z _ N Q ,off, VERTICALLY OR HORIZONTALLY AS APPLICABLE, m ' WIDTH UNLIMITED fn 12) USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION TOP MOUNT MOUNTING WITH ANY MOUNTING CONDITION. WASHERED WINGNUTS SHALL roi o� (CONN AS REQ'D) SECTIONS 7/8"-} 0.086" HAVE 0.865"MINIMUM WASHER DIAMETER. " N :+ 2 3/16" 13) ALL WASHERED WINGNUTS ("WWN")SHALL HAVE 0.865" �.I Z cs �7 WASHER DIAMETER. - - °--- -- -- -- °- - -- - -°- -- - - ° --- ^ 14) ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL, a, 1 = 1/4 GALVANIZED STEEL OR STAINLESS STEEL WITH A MINIMUM n °D 0.072" TENSILE YIELD STRENGTH OF 60 KSI. 09/16" ifl STITCH BOLTS: 1/4-20 S.S. SIDEWALK 53/8' w BOLTS W/WWN AT PANEL 0.090"THICK ALUM M 0.060° 0.125" c Eta ,. OVERLAPS AT MIDSPAN a_j FOR SPANS > 52". N 0.060" 0.115" 0.090" N Q = a� , KEYHOLE WASHER n �, Ln o NO STITCH BOLTS REQ'D I 1 - 3 1/4 t-- 2 MIN TO 5 MAX z z FOR SPANS..</= 52". 6 - 1-0 s ¢� � � � ` 2" 0.060" `.,\° PLAN � � DEEP "h" HEADER „ „ 0.060" N CLOSURE M � W I VIEWS /ice/ 5/16" 8 6" = 11-013 DEEP U 13 ANGLE � ,/ 5/8" 10 H EA D E R z^ 4" = 1'-0" 2" . t .+ ! 0.064" 5 7/16" -� PRODUCT REVISED 0.064^o.090^ 10-ALW-0001 2 " ss complying with the Flot�idu tJul -- -- ; -- -- -- -- - - - -- o -- - i--a ; --- N 3 1/4n Building Code ` BOTTOM MOUNT •'i-- _-__ / 0.088" -+ Acceptuaw No Z '✓r 3,03 PME DESCrJPM a 0.064" u�i Expi on Date a IS' (CONN AS REQ'D) ------ _ ~ 2 5/32" 0.125" 0.094" $y ff 1 TYPICAL ELEVATION 2 KEYHOLE PUNCH tt c-tco„ul;l N 1 N.T.S. 1 1/2" = 1'-0" ELEV SHALLOW "h" SILL SHALLOW "U" SILL .•�' MAO 6XIST'G HOST EXIST'G HOST EXIST'G HOST • • ••• • • • 0:0 In`` '• STRUCTURE CONN TYPE C2 STRUCTURE STRUCTURE EXIST'G HOST CONN TYP�'GS•ANCIiOf� ; 0•••0 0 •- `•• CONN TYPE C1 STRUCTURE PER ANCHOR S jHEg ••• • • • Ala a ANCHOR PER CONN TYPE C1 • • • • • • og ANCHOR SCHED OR PER • • ••• • • • • 000 ANCHOR SCHED ANCHOR PER 4 -EMBED 1/2"MAX 1J2.. EMBED ANCHOR SCHED p s 7) -EMBED w EDGE '•.. • • • EXiST6.NOST w F- MAX 6 DISI; a` . �: : : 9TkUCURE CONN TYPE C1 '%O� Q A .• O►�" 1/4" tw7 Gi wU' WWN @ w E i •i:: i •v : ' ANCHOR PER w p MAX w o 1/4" w p C ••• •• • ANCHOR SCHED si jp�• ��ea 2 EACH qk MAX z ANCHOR WWN @ 12" 1 N o : ••• :• • EMBED O.C. MAX 0=� V 1 -J w 3 ••m • • • • 1/2" z W •°a' 6. Z w MIN GLASS Q J 1 U : 0 : : :• • wr MAX a= w Z •• MIN GLASS a-j SEPARATION vy p Qa L •• W w • • ••C9 Y.r p rn >U u d (A p PER SCHED a MIN GLASS z U) 5b .�w SEPARATION p w MIN GLASS x a w U LL PER SCHED w= z U SEPARATION a SEPARATION a s a U Z J[ 41 m W ° Q V WWN @° a N PER SCHED WWN @ 12" PER SCHED a N 11`, N p ° N 12" O.C. O.C. MAX WWN @ 12" 1 £Q 1 w W W ''W a a I ' g a MAX £nw S 1/4" O.C. MAX 1/4" cn £ N� o w WWN @ 12" LU Z :.......:..... MAX 4 Q T_ PER ON ON D E MAXUj MIN ss ;D (9 t O.C. MAX p �. LU p O w p E EDGE 0 d a q 1/4" E CONN TYPE C5 DIST w CONN TYPE CS p MAX ANCHOR PER E ANCHOR PER EDGE m �� EMBED -r EMBED CONN TYPE Ci ANCHOR ANCHOR SCHED w ANCHOR SCHED DIST w 5 �p F TRACK 2 CONN TYPE C3 ANCHOR Lu PER ANCHOR SCHED 3" = 1'-0" MOUNTING SECTION cn z PER ANCHOR SCHED EXIST'G HOST STRUCTURE EXIST'G HOST EXIST'G HOST 2 U a EXIST'G HOST STRUCTURE STRUCTURE STRUCTURE z I C "h" HEADER / B.O. "h" HEADER / DIRECT MOUNT J "U" HEADER / - o � 1 STUD ANGLE WALL 2 B.O. "F" TRACK 3 "E" TRACK 4 STUD ANGLE SILL o z tnv d 2 3" = 1'-0" MOUNTING SECTION Z 3" = 1'-0" MOUNTING SECTION Z 3" = V-0" MOUNTING SECN 2 3" = 1' TIO -0" MOUNTING SECTION g� O 0 0LU a � z .-� zq o >� ccz 1 f - BEND PANEL AROUND t� nW. EXIST'G HOST PAW CONN TYPE C4 ANCHOR � / '"� O w € STRUCTURE PER ANCHOR SCHED 1/4" MAX �` p�i j / CORNER&STITCH TO = *i x 9 n CONN TYPE C2 _ MAX / G1Cy ADJACENT PANEL WITH Z v D ANCHOR PER rt GAF 1(4-20 BOLTS & LIM ANCHOR SCHED a• WASHERED WINGNUTS CEMBED 1/2 GE AT 2d -O.C. (TYP)" ST EXISTING HOST r '� O 11/2 11/2 GLE w MAX MAX STRUCTURE FASTEN PANELS TO Y X EXISTING HOST - s HOST STRUCTURE OR VAR STRUCTURE °• w p 8 2 3 4" 8 WALL MOUNT CLOSURE TO STUDDED ANGLE M N 10 3" = 1'-0" HORIZ SECT (TOP&BOTTOM)AT / " 2 CORRUGATION VALLEY 1 o 1 2 MAX CLOSEST TO CORNERMIN GLASS c 1 (EACH SIDE) as �w MIN GLASS z¢uJ } SEPARA ON } c°b o SEPARATION y o " I�� PER SCHED w w PER SCHED W w 1 1/4 10 CORNER CLOSURE 1 Q U Q U MAX Z N.T.S. HORIZ SECT ° d n 1/2"MAX a w / 0 8t a 23/411 a - 13 EXISTING HOST U. 9 MIN 1� ANCHORS AT 10"O.C. FOR STRUCTURE,TYP 1 LU P=165psf OR LESS,OR AT " 1/4" CL p o 12"O.C. FOR P=140psf OR EQ EQ 1 TO 5 MAX S w 1/2" MAX CONN TYPE C4 p LESS(USE ANY ANCHOR 13 CONNTYPE C3 ANCHOR PER EDGE FROM ANCHOR SCHED) 1 EMBED DIST £ ANCHOR PER ANCHOR SCHED w EXISTING HOST 1/2^ MIN MAX PRODUCT RFVISM ANCHOR SCHED STRUCTURE-11--- ..'' OVERLAP T a4 complying with the Florida 10 -ALW-DUU 1 EXIST'G HOST STRUCTURE EXIST'G HOST STRUCTURE ANCHORS AT 10"O.C. FOR P=165psf OR LESS, Building Code SCNM - Ol DEEP "h" HEADER / DEEP "U" HEADER / BUILD-OUT OR AT 12"D.C. FOR P=140psf OR LESS (USE Ata"ceN° - . 03 pA°eoo": ANY � 6 SHALLOW "h" SILL SHALLOW "U" SILL 9 CLOSURE 11 TRAP ANCHORFROMANCHOR SCHED) MOUNT CLOSURE et'' DWqp6&cfCool � G 2 3" = V-0" INTER MOUNT SECTION 2 3" = 1'-0" INTER MOUNT SECTION 2 3" = V-0" HORIZ SECT 3" = 1'-0" HORIZ SECT � REFER TO DETAIL 1/3 FOR ISOMETRIC DEPICTION OF INTERIOR MOUNT METHOD a s K qf1 P.E. ' E N� •• •• • • • •• •f f '• ••4 ///�..i� • • • • • • • • • • O ff ANGLE TO TRACK � � � �i� � ; : ,'�� •�, o: W/(2) #14 SMS �� o • ii• • • • • ••• ' 0 4.. DEEP"h" HEADER OR DEEP"U"HEADER, M. A. SpA •SG} I pU LE MOUNT PER APPROPRIATE SECTION DETAIL -1 : • •• • • i • • • •• �1Te OF :•�x 15/16 iv • i • • ,,o� —J�+� HEADER END CAP TO (1) 1"x2" � • •F IGN" I�IAk • ��/��./, �o �+ 0.063"TYP N AD PANEL lu TRACK W/ (2) #14 SMS x0.092 ANGLE 13 J4" LONG) ••• R(-�i :PA:• +� aD Nif d fl ) Z ,ea•• • +_ "• ZHEADER END CAP i HEADER END CAP i•f � ;45 ; 11 0�, _[� ;QuLOCKS END PANEL 3" 1'-0" p qo " QWAGAINST TOP TRACK 5 9'-8" Z N150 9'-2" W *iW5/8" 3/16" 5 8'-6" 3 a I I ! I 70 T-11" o� e ! 75 T-4" W ! 80 W-11" *10 a ° OPTIONAL PLASTIC KNOB 00 5'-6" TO EASE PANEL SLIDING 120 4'-T' 14 (NON-STRUCTURAL) 160 T-5" w I in 7/18" t 11/4" V � ly 1"x0.30"PERFORATIONS AT MAX SPAN SCHEDULE NOTES : (1) HEADER END MIDSPAN FOR USE WITH OPTIONAL 1) SPANS SHOWN IN"MAX SPAN SCHEDULE"ABOVE o� CAP AT TRACK END REMOVABLE HANDLE ARE MAXIMUM ALLOWABLE SPANS AT EACH RESPECTIVE AND/OR PLASTIC PLASTIC KNOB DESIGN PRESSURE. THIS SCHEDULE MAY BE USED FOR n w lu 15 ALL PANELS MOUNTED WITH ANY COMBINATION OF J Z M •• KNOBS N.T.S. ,,..� EXTRUSIONS OR DIRECTLY TO HOST STRUCTURE. < M 4 O 2) TABLES ABOVE ARE VALID FOR PANELS MOUNTED O F a HORIZONTALLY OR VERTICALLY. i 3) FOR DESIGN LOADS BETWEEN TABULATED VALUES r, M USE NEXT HIGHER LOAD,OR LINEAR INTERPOLATION Ln O t" MAY BE PERFORMED BY A LICENSED PROFESSIONAL M ce O MIN GLASS SEPARATION SCHEDULE : ENGINEER TO DETERMINE ALLOWABLE SPANS. ? It O w 65 POSITIVE MIN SEPARATION MIN SEPARATION H 0D y DESIGN FOR INSTALLATIONS FOR INSTALLATIONS N SHALLOW "h"SILL OR LOAD (PSF) SPAN 0-30'ABOVE GRADE >30'ABOVE GRADE SHALLOW"U' SILL, --6-0" ----- 2.88"-_____ ----- . ----- oMOUNT PER ----- rD SS O Z APPROPRIATE 30 O 3.00" $g SECTION DETAIL 2.4&'6'_0"__ 2.8_8" 1.1T_'_____ 40 _ 8'-8"-- . 8'-6 - ----- 2.8B" ----- ----- 1- ----- _ 11'-0" 3.00" 2.97" �+ � -- -- _2.8_8" ____ 1._22" 50 _ 8'-8" -----_2.88" ____- ----- 1.85 ---- 1d'-2„- ----- 3.00” - ----- 2.80" ---- _ 2.88" _ 1.26"----- o 1 INTERIOR TRACK MOUNT 60 8=-V -- --2=8s' _--- ----- 2.1i;------- --- 3" = 1'-0" E 3 ISOMETRIC T-2" 3.00" 2.43" ��o�� g L:Lj _ 6-0"- .88" 1.31" 0 8 T-11" -- ------2 2.88" ---- ----- 1.92"----- REFER TO DETAILS 6/2&7/2 FOR _ 6'-0"__ __ ___2.8_8" _____ _____ 1._35"_ INTERIOR MOUNTING SECTIONS 6'-11" _ s MIN SEPARATION FROM PR=CrLL SED GLASS SCHEDULE NOTES: ,�the Flogdo 1) MINIMUM DISTANCE BETWEEN GLAZING AND STORM PANELS NOTED ABOVE Building Code APPLIES TO ALL MOUNTING CONDITIONS, EXCEPT AS NOTED BELOW. Acceptance No Z-oS • 03 10 -00 01 2) INTERIOR MOUNT CONDITIONS DEPICTED IN DETAILS 6/2&7/2 (i.e.USING Ex"we O PART Nos. 8,9, 10,OR 11 TOGETHER OR WITH ANY OTHER MOUNTING PAGE DESCRIPTION. CONDITION) SHALL BE MOUNTED WITH 3" MINIMUM SEPARATION FROM GLAZING. By ct Control 3) FOR DESIGN LOADS&SPANS BETWEEN TABULATED VALUES USE NEXT HIGHER VALUE, OR LINEAR INTERPOLATION MAY BE PERFORMED BY A LICENSED N PROFESSIONAL ENGINEER TO DETERMINE MIN SEPARATION FROM GLASS. iii• t i �• • " • i• •i •w• ••• i• •i •i• ,,�� 4 ANCHOR SCHEDULE : �•� ' a 2.5"MIN EDGE DISTANCE 3/4"MIN EDGE DISTANCE TA LOAD Spans Up To V-0" Spans Up To 8'-8" Spans Uo To IV-0" b Spans Up To 6'-. 0 • • •6 Rs b To 8'•8" • Spans Up To If'-0" ' C� l G1 CONN TYPE CONN TYPE CONN TYPE O LOAD CONN TYPE • + • • PE• ••• CONN TYPE "i• _ ANCHOR (psU Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 0 ANCHOR (psi Cl C2 C3 C4+ C5• Cl•i�2• •C3 •�•4 C% Cl C2 C3 C4 C5 '4• ••• '3' •�`_ 1/4"ELCO ULTRACON WITH 39 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.5" 16.0" 16.0" 12.9" 16.0" 7.2" 16.0" 14.3" 10.1" 1/4"LAG SCREW WITH 1.5" 39 16.0" 16.0" 16,011115.2"*12.9" 16.0" 14.0" 16.011 10.5" 8.9" 16.0" 9.6" 16.0" 8.3" 7.0" •1-3/4"MIN EMBED(2846psi 49 16.0" 13.5" 16.0" 16.0" 14.8" 16.0" 7.3" 16.0" 14.4" 10.2" 16.0" 5.2" 14.3" 11.3" 8.1" MIN THREAD PENETRATION 49 16.0" 16.0" 16.0" 12.1" 9.7" 16.0" 8.4" 7.1" 16.0" 6.9" 16.0" 6.6" 5.6"MIN CONC 72 16.0„ 7.1" 16A" 14.2" 10.1" 16.0" 5.0' 13.3" 11.0" 7.8" 16.0" S.0" 13.3" 11.0" 7.8" 72 16m1f .0" 9.5" 16.0" 8.2" 7" iii. 6.4-- 5.4" 16.0" 6.7" 16.0" 6.4" 5.4" W Z3ea130 16.0 5.0 13.3 11.0 7.8 16.0 5.0 13.3 11.0 7.8" 16.0" 5.0" 13.3" 11.0" 7.8" Z 130 16.0" 6.7" 16.0" 6.4" 9.7• 1-6.0'' 6.4" 5.4" 1 Z w W58 1fi.0' 10.0" 16.0" 16.0 12.5" 16.0" 5.7" 16.0' 12.2" 8.6 16.0" 5.0 13.3' 11.0 7.8 f-EMBED 58 16.0 13.3" 16.0" 10.2" •7 6' •7. 6.0 16.0, 6.71 16.0 6.411 5.41 Uu 1/4"ITW TAPCON WITH 39 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 12.3" 16.0" 16.0" 13.9" 16.0" 8.4" 16.0" 14.9" 10.9" #14 WOOD SCREW WITH 39 16.0" 15.9" 16.0" 14.0" 7.5" 16.0' 9.7" 7.4" 16.0" 5.1" 16.0" 7.6" 5.9" Q LL Z CL 1-3/4"MIN EMBED(3192psi 49 16.0" 15.8" 16.0" 16.0" 16.0" 16.0" 8.5" 16.0" 15.0" 11.0" 16.0" 6.1" 16.0" 11.8" 8.7" ,, 1.5"MIN THREAD 49 16.0" 9.7" 16.0" 11.1" 8.5" 16.0" 5.2" 16.0" 7.7" 5.9" 14.9" 3.7" 10.2" 6.1" 4.7 '7� c m W MIN CONC „ o PENETRATION L 4j 58 16.0" 11.7" 16.0 16.0" 13.5" 16.0" 6.7" 16.0" 12.7" 4.3' 16.0' S.9" 15.6" 11.5 8.5" n 58 16.0" 7.1 16.0" 9.4" 7.2" 15.9" 4.1" 12.4" 6.5" 5.0" 14.4" 3.6" 9.5" 5.9" 4.5" r4 0 g 5 5.9 5 72 16.0' 5.1 16.0" 7.6" 5.8" 14.4' 3.6' 9.5" 5.9" 4.514.4" 3.6" 9.5" 5.94.5"72 16.0" 8.3" 16.0" 14.8" 10.9" 16.0" 5.9" 5.6" 11.5" 8. W ?y g� 130 16.0" 5.9" 15.6" 11.5" 8.5" 16.0" 5.9" 15.6" 11.5" 8.5" 16.0" 5.9" 15.6" 11.5" 8.5" p 130 14.4" 3.6" 9.5" 5.9" 4.5" 14.4" 3.6" 9.5" 5.9" 4.5" 14.4" 3.6" 9.5" 5.9" 4.5" N I $ ..I z 1/4"ELCO PANELMATE(FEMALE, 39 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 12.2" 16.0" 16.0" 14.1" 16.0" 8.4" 16.0" 15.3" 11.1" O 1/4"ELCO PANELMATE 39 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 14.8" 16.0" 16.0" 12.8" 16.0" 10.1" 16.0" 12.6",10.1" W a; 0 o MALE,or PLUS)W/1-3/4"MIN 49 16.0" f5.7" 16.0" 16.0" 16.0" 16.0" 8.5" 16.0" 15.4" 11.2" 16.0" 6.1" 16.0" 12.2" 8.9" 3 (MALE,FEMALE OR PLUS)W/ 49 16.0" 16.0" 16.0" 16.0" 14.7" 16.0" 10.3" 16.0" 12.7" 10.2" 16.0" 7.3" 16.0" 10.0" 8.0" W EMBm(3350psi MIN CONC) 58 16.0" 11.6" 16.d" 16.0" 13.7" 16.0" 6.7" 16.0" 13.0" 9.511 16.0" 5.8" 15.5" 11.8" 8.6" 1-7/8"MIN EMBED 58 16.0" 14.1" 16.0" 15.6"112.4-116.0- 8.1" 16.0" 10.8" 8.fi" 16.0" 7.0" 16.0" 9.8" 7.8" * 72 16.0" 8.3" 16.0" 15.2" 11.1" 16.0" 5.8" 15.5" 11.8" 8.6" 16.0" 5.8" 15.5" 11.8" 8.6" 72 16.0" 10.0" 16.0" 12.5"1 10.0" 16.0" 7.0" 16.0" 9.8" 7.8" 16.0" 7.0" 16.0" 9.8" 130 16.0" 5.8" 15.5" 11.8" 8.6" 16.0" 5.8" 15.5" 11.8" 8.6" 16.0" 5.8" 15.5" 11.8" 8.6" 130 16.0" 7.0" f 6.0" 9.8" 7.8" 16.0" 7.0" 16.0" 9.8" 7.8" 16.0" 7.0" 16.0" 1/4-20 ALL POINTS SOLID- 39 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 9.6" 16.0" 16.0" 12.8" 16.0" 6.6" 16.0' 14.7" 10.1" SET WITH 7/8"MIN EMBED 49 16.0' 12.4' 16.0" 16.0" 14.7" 16.0' 6.7 16.0" 14.8 10.2 16.0" 4.8" 13.1" 11.7„ 8.0„ m (3000psi MIN CONC) 58 16.0" 9.2" 16.0" 16.0" 12.4" 16.0" 5.2" 15.9" 12.5" 8.6" 16.0" 4.6" 12.2" 11.4" 7.8" 72 16.0 6.5 16.0 14.6' 10.0" 16.0 4.6 12.2" 11.4 7.8' 16.4 4.6" 12.2" 11.4 7.8' * 130 16.01'1 4.6" 12.211 11.4" 7.8" 16.0"1 4.6" 12.2" 11.4" 7.8" 16.0" 4.6" 12.2" 11.4" 7.8" z in O U In p ' WU ANCHOR SCHEDULE NOTES : -Jv 6 � � J Z � U 2.5"MIN EDGE DISTANCE Spans Up To b'-0" Spans Up To 8'-8" Spans Up To 11'-0" ) 1 SPANS AND LOADS SHOWN ARE PROVIDED FOR DETERMINING MAXIMUM ANCHOR SPACING ONLY. O '�.� B C LOAD CONN TYPE CONN TYPE CONN TYPE ALL STORM PANEL SPANS SHALL BE LIMITED AS SHOWN IN SPAN SCHEDULE. o O ANCHOR (psf) 2) ENTER ANCHOR SCHEDULE BASED ON APPROPRIATE HOST STRUCTURE MATERIAL ANCHOR TYPE ,.� �`. o z = Ci C2 C3 C4 C5 Ci C2 C3 C4 C5 Ci C2 C3 C4 CS AND CONNECTION TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD Ln m 1/4"ELCO ULTRACON WITH 39 14.4" 6.7" 14.4" 9.2" 6.2" 9.9" 3.1" 9.9" 6.3" 4.3" 7.8" 7.8" 5.0" 3.4" 1-1/4"MIN EMBED 49 11.4" 4.i" 11.4" 7.3" 5.0" 7.9" 7.9" 5.1" 3.4" 6.2" 4.3" 4.0" ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO PANEL SPAN. t7 O w 3) REFER TO MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPES. pp 58 9.7" 9.7" 6.2" 4.2" 6.7" 5.2" 4.3" 6.1" 4.0" 3.9" 4) 1/4"TAPCONS MAY BE BY ITW OR BY ELCO. "ELCO PANELMATE"ANCHORS FOR USE IN CONCRETE 72 7.8" 7.8" 5.0" 3.4" 6.1" 4.0" 3.9" 6.1" 4.0" 3.9" Z U 0 OR HOLLOW BLOCK MAY BE MALE, FEMALE, OR PANELMATE PLUS,AS ILLUSTRATED. FOR USE IN �.,� m .� 130 6.1" 4.0" 3.9" 6.1" 4.0" 3.9" 6.f" 4.0" 3.9" WOOD, "ELCO PANELMATE"ANCHORS MAY BE MALE OR FEMALE. in y 1/4"ITW TAPCON WITH 39 13.1" 6.1" 13.1" 10.6" 6.6" 9.1" 9.1" 7.3" 4.6" 7.2" 7.2" 5.8" 5) ENSURE MINIMUM 2-1j2" EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW ° ' 1-1/4"MIN EMBED 49 10.4" 3.7" 10.4" 8.4" 5.3" 7.2" 7.2" 5.8" 3.7" 5.7" 3.9" 4.6" BLOCK. EDGE DISTANCE OF 3J4"IS ACCEPTABLE FOR ANCHORS TO WOOD. 58 8.8" 8.8" 7.1" 4.5" 6.1" 4.8" 4.9" 3.1" 5.5" 3.7" 4.5" 6) MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND '� Z V 0 7z 7.1" 7.1" 5.7" 3.6" 5.5" 3.7" 4.5" 5.5" 3.7" 4.5" EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK,AND OTHER WALL FINISHES. Q D Q R co " 130 5.5" 1t 3.7" 4.5" S.5" 3.7" 4.5" 5.5'1 3.7" 4.5" 7) ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. a O 1/4 ELCO PANELMATE(MALE, 39 16.0" 10.4 16.0" 12.9" 9.1 15.5114.9 15.5" 9.0" 6.3' 12.2 3.4 12.2" 7.1" 039- MALE, 8) WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD or PLUS)W/1-1/4"MIN 49 16.0" 6.3" 16.0" 10.3" 7.2" 12.3" 3.4" 12.3" 7.1" 5.0" 9.7" 6.7" 5.611 VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. = EMBED 58 15.0" 4.7" 15.0" 8.7" 6.111 10.4" 8.1" 6.0" 4.2" 9.4'1 6.2" 5.5" 3.8" 9) WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN =N �cmod UUNWAt> 72 12.1" 3.3" 12.1" 7.0" 4.9" 9.4" 6.2" 5.5" 3.8" 9.4" 6.2" 5.5" 3.8" CENTER OF NOMINAL 2x4(MIN)WOOD STUD(i.e. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS o 130 9.4" M 6.2" 5.5" 3.8" 9.4" 6.2" 5.5" 3.8" 9.4" 6.2" 5.5" 3.8" TO WOOD FRAMING). WOOD STUD SHALL BE"SOUTHERN PINE"G=0:55 OR GREATER DENSITY. a 1/4-20 ALL POINTS SOLID- 39 16.0" 13.6" 16.0" 14.2" 10.4" 16.0" 6.4" 16.0" 9.8" 7.2" 16.0" 4.4" 16.0" 7.7" 5.7" 10) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES o SET WITH 7/8"MIN EMBED 49 16.0" 8.3" 16.0" 11.3" 8.3" 16.0" 4.5" 16.0" 7.8" 5.8" 12.8" 3.2" 8.8" 6.2" 4.5" MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED , E 58 16.0t1 6.1" 16.0" 9.5" 7.0" 13.7" 3.5" 10.6" 6.6" 4.9" 12.4" 3.1" 8.2" 6.0" 4.4" IN SPAN SCHEDULE SHALL APPLY. * 72 15.9" 4.4" 15.9" 7.7" 5.7" 12.4" 3.1" 8.2" 6.0" 4.4" 12.4" 3.111 8.2" 6.0" 4.4" 11) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR C AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD("SIDEWALK BOLT")U.N.O. 130 12.4" 3.1" 8.2" 6.0" 4.4" 12.4" 3.1" 8.2" 6.0" 4.4" 12.4" 3.1" 8.2' 6.0" 4.4" Q 12) DENOTES REMOVABLE ANCHORS,WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS AT 6" OR 12"O.C. MAXIMUM ANCHOR SPACING SHOWN IN SCHEDULE FOR s CONNECTION TYPE'Ci'SHALL NOT BE EXCEEDED. is 13) ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. gill .CL � FRODUCT REVISED =complying with the Florida 10-ALW-0001 Building Code Acceptance No 2-0 2 .o SCAN Ol on Date �s PAGBD@tTiON• • '��u�Control N C a 0 Sim JUL 18 2013 gill BY- soffm IN n� Y4"0 TAPCONS 12" O.C. W/ 1 Y4" EXISTING EMBEDMENT (TYP.) LINTEL j all It EXISTING CMU f j EXISTING CMU 111. 11 WALLpp z " WALL f8 x8 NLB CONC. COL. W/ 105 ROW LL & MIN 6 EMBE W/ HILTI M HIT H 150 PDXY J LL- Vi w �� 3� o ® � ®pis w c=n �q, 0 w Q PROPOSED 12"x12"X4" EXISTING U w GLASS BLOCK W/ SILL O a w EXISTING CMU 2"x4Yz"xVbn 6063-T52 m w Q ALUM. CHANNEL AS O WALL PER NOA 15-0217.12 V) • O w z r • •• EXISTING CMU r- :0.00. 0000.. ••' : 7'-0" t8" 8'-0" WALL 0000.. • • 0000.. 0:000. . .. 0000 t15'-9" . . RENSION 0000• •• • 0000 • • • •• 0000 0000•• 0000•• • 0000•• •• 0066•• • 0 •••• .. GLASS BLOCK LAYOUT • e • • 3CAlE 14'�1'-0' 00.000 •••0 • • • • COApA.NO 18-123.00 DRAWN BY: C.K. DATE JULY 28,2015 BHM N0. SD-1 • • ••• • • • ••• o • • ••• • • • • ••1 N g p • • • • • ••• tQ/i iii...dy13131' � G U� • • • • • • • • • •• • • • • • • • • 0.0 ty� I L Y4"O TAPCONS 12" 0.C. W/ 1Y4" EXISTING Z `s L ,,V o ; m a C� J yr EMBEDMENT (TYP.) CONC. BEAM 2 TYP. 'i A ✓Y c Q^ EXISTING CMU - ti! `¢8 A WALL H G l EXISTING CMU z_ f5"x NLB CONC. WALL vas I o COL. / 1#5 DOWELS I a ® SILL & LINTEL; -� DRILL & EPDXY MIN 6" EMBED W/ HILTI HI J HY 150 EPO Y LL- 1 1 V w J O W W Q PROPOSED 12"x12"X4" Y U5 M GLASS BLOCK W/ EXISTING U w 2"x4Y2"xl/a" 6063—T52 CONC. SILL O � j ALUM. CHANNEL AS m 01- Q EXISTING CMUPER NOA 15-0217.12 O WALL V) Q O Lu z 0 r QEXISTING CMU 5'-0" 5'-0" "5'-0WALL ±5" f 5" f15'-9" 00, REVISION Qi MaIDEPT.COMOM GLASS BLOCK LAYOUT 1 COMM.NO.: 15-123.00 DRAWN BY: C.K. DATE: JULY 28.2015 DESIGN ALLOW. PRESSURES SHEET NO. + 48.5 psf SD-1 — 56.8 psf