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WS-19-1476�/� ��-� � �-069-w76 ��I� Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 (^ Permit No.: W"649-1476 I ( Permit Type: Windows/Shatters rkClassifiration: Window/Doer Replacement Permit Status: Approved iftueDate: 0,6/27/2019 Expiration: 12/23/2019 Location Address Parcel Number 1041 NE 93RD ST, Miami Shores, FL 33138 1132050150080 :ontacts ELIAS EDE Owner KONSTRUCTICA LLC Contractor 1041 NE 93 ST, MIAMI SHORES, FL 331382938 LUIS ENRIQUE AVERHOFF 17304 WALKER AVE 125, MIAMI, FL 33157 Business: 7862462529 Home: 7864397782 Inspection Requests: Description: WINDOWS (14) & DOOR (3) IMPACT Valuation: $ 13,000.00 1305-762-4949 REPLACEMENT. Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $7.80 DBPR Fee $4.05 DCA Fee $2.70 Education Surcharge $2.60 Scanning Fee $15.00 Technology Fee $6.75 Windows/Shutters Fee $220.00 Total: $308.90 Payments Date Paid Amt Paid Total Fees $308.90 Check # 2172 06/27/2019 $258.90 Check # 2238 06/26/2019 $50.00 Amount Due: $0.00 Building Department Copy 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 his permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits a required )a,rLECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWN R AFFIDII certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regula i constru iond zoning. Futhermore, I authorize the above named contractor to do the work stated. Owner / Applicant / Contractor / Agent June Date Page 2 of 2 � Miami Shores Village 1JUN6.219 LD 2� g Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 �fh FBC 201 BUILDING Master Permit No. 06 -19-147 6 PERMIT APPLICATION Sub Permit No. [eBUILDING ❑ ELECTRIC , ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑ PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [—]SHOP CONTRACTOR DRAWINGS JOB ADDRESS: IC41 IVC R3 57 ' City: Miami Shores County: Miami Dade Zip: 3�13i5 Folio/Parcel#: ( 1 -32.0G CIS-=' Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): C L06 N Phone#: (36 - 2-4G- 2-S,?- Address: SLAddress: ICAA ME; 93 ST City: tn1Ar1i Sf-10PES,' State: I Lei• Zip: 3-5135' Tenant/Lessee Name: Email: ne#: CONTRACTOR: Company Name: I-0NSTQCVC4 UC Phone#: _4bG 4_1'59q4&2_ _ Address: 14304 0UA144F,-V AVE 4l� City: 'j°'ul-i''lt State: Zip:331' ' Qualifier Name: _IS AvI �r�F Phone#: State Certification or Registration #: GbGl�2i� . Certificate of Competency #: DESIGNER: Architect/Engineer: t'1^KI L)et_ Phone#: Address: 6561 Qna) IA 'F'fSL City: yll A71t State: FL zip' . Value.of.Work-for this Permift'$"` 'V5& Type°of Work: , ❑ Addition ❑:.Alteration Description of Work: W(NiOlO 'SJI 13 4� D00 Specify color of color thru tile: Submittal Fee $ S0 j�G' Permit Fee $ Scanning Fee $ Radon Fee $ Square/Linear•Footage6fWoik:"";"'*"" ❑ New ❑'Repair/Replace+ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) f'.[.W.W .J V � r..:2a .�,,�y,•.m; .r ....,y4a•.M�.. •: .N9.. .I. CCF $ CO/CC $ DBPR $ Notary $. Double Fee $ Demolition Bond $ 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 Zip 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. 4 5 •V. g5:Dg!5 Signature O' Al 6 -4 - OWNER or AGENT The foregoing instrument was acknowledged before me this ;ZS day of .-WE 20 19 . by i.A*S N EM who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC:�►"' ANA DE CORDOVA ` Notary Public - State of Florida Commission # GG 321956 c;a.,• or ry My Comm. Expires Apr 9, 2023 Bonded throueh Natinnal NMa.v e..n Print: Signature G 4i5 Ave r CONTRACTOR The foregoing instrument was acknowledged before me this �� day of t1.7ING 20 by who is personally known to as me or who has produced identification and who NOTARY PUBLIC: Sign: Print: Seal: l Seal: an oath. -�} ANA DE CORDOVA Notary Public - State of Florida :j ` Commission # GG 321956 or rti My Comm. Expires Apr 9, 2023 Bonded throueh Natinnal Nnt— A.... as APPROVED BY % Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledaenknt: 6/26l°% Signature Date Print Name WIND LOAD CALCULATION for O NEW WINDOWS for: ELIAS EDE 1041 NE 93 ST MIAMI SHORES, FL 33138 qz = 0.00256 Kz Kzt Kd Ke V^2 H= 15-0" EXPOSURE -C . . .... • ...... V=175 MPH ...... .. . ...... Kh= 0.85 •••••• • Kzt=1.00 .... . .. ..... Kd= 0.85 ...... .... • ..... .... .. . ...... Ke=1.00 . . • . . ...... qh = 0.00256 (0.85) (1.00) (0.85) (1.00) (;7.5�.^2 ; :....; .• qh = 56.64 PSF ��•• W=qh (Gcp +/- Gcpi) P= 0.60W pi P=qz (Gcp +/- Gcpi) SH(37"x50 5/8") A= 6.55 SF qh = 56.64 PSF ZONE 4 GCP= 1.00 GCPi=0.18 W= 56.64 ( 1.00 +0.18)= 66.83 PSF P= 0.60W = 0.60(66.83) _ + 40.10 PSF GCP= 1.10 GCPi=0.18 W= 56.64 ( 1.10 +0.18)= 72.49 PSF P= 0.60W = 0.60(72.49) = - 43.50 PSF WIND PRESSURE ALLOWABLE +65.00 -80.00 P=qz (Gcp +/- Gcpi) PW(74"x50 5/8") A= 26.20 SF qh = 56.64 PSF ZONE 4 GCP= 0.93 GCPi=0.18 W= 56.64 ( 0.93 +0.18)= 62.87 PSF P= 0.60W = 0.60(62.87) _ + 37.60 PSF GCP= 1.03 GCPi=0.18 W= 56.64 ( 1.03 +0.18)= 68.53 PSF P= 0.60W = 0.60(68.53) = - 41.00 PSF `x11101 i Ipn�l�i� PRESSURE ALLOWABLE %74.10 LIC -10 ANu�i siczu�s "mj.,' TAT �,� • �� • II_ �T}�I_ICTI�IZ�I- n •. r'1 � ,1F � • \ 8331 SW 12 TERRACE. MIAMI , FLORIDA 33144 P.E. No: 20233 tel: (305)586-4776 5 WIND LOAD CALCULATION for O NEW WINDOWS for: ELIAS EDE 1041 NE 93 ST MIAMI SHORES, FL 33138 O O P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) HR(53 1 /8"x50 5/8")XO HR(53 1/8"x38 3/8")XO • • • • • A= 9.38 SF • A= 6.99 SF ; .'• 0.00 0009•• qh = 56.64 PSF qh = 56.64 PSF •..i•: 0�•.� •••::0 ZONE 4 ZONE 4 000000 0 • GCP= 1.00 GCP= 1.00 • • • • • • • • 0 GCPi=0.18 .0.. .. .000. GCPi=0.18 • • W= 56.64 ( 1.00 +0.18)= 66.83 PSF W= 56.64 ( 1.00 +Oe�'�18)= A • PSF ..... P= 0.60W = 0.60(66.83) _ + 40.10 PSF .. .. .. . P= 0.60W = 0.64(66.$3) _ + 4D.10 PSF....•.. GCP= 1.10 . 0 . . .0.... GCP= 1.10 � 0 • � • GCPi=0.18 GCPi=0.18 •0•• •� �•••.� W= 56.64 ( 1.10 +0.18)= 72.49 PSF W= 56.64 ( 1.10 +0.18)= 0��.i1�• PSF P= 0.60W = 0.60(72.49) _ - 43.50 PSF P= 0.60W = 0.60(72.49) _ - 43.50 PSF ZONE 5 ZONE 5 GCP= 1.40 GCP= 1.40 GCPi=0.18 GCPi=0.18 W= 56.64 ( 1.40 +0.18)= 89.49 PSF W= 56.64 ( 1.40 +0.18)= 89.49 PSF P= 0.60W = 0.60(89.49) = + 53.70 PSF P= 0.60W = 0.60(89.49) = + 53.70 PSF WIND PRESSURE ALLOWABLE WIND PRESSURE ALLOWABLE +65.00 +65.00 -65.00 -65.00 O P=qz (Gcp +/- Gcpi) HR(53 1/8"x26")XO A= 4.78 SF qh = 56.64 PSF ZONE 4 GCP= 1.00 GCPi=0.18 W= 56.64 ( 1.00 +0.18)= 66.83 PSF P= 0.60W = 0.60(66.83) _ + 40.10 PSF \��,`, d N U GCP= 1.10 �� .•• LICF• GCPi=0.18 d a ••• •. �0 W= 56.64 ( 1.10 +0.18)= 72.49 PSF ®� °• m w P= 0.60W = 0.60(72.49) _ - 43.50 PSF - T,9 : co WIND PRESSURE ALLOWABLE �(Pc!'°•• O AN U� I SI QUA 5 +65.00 `�i0, A� •• �� ° -65.00 NG�N� C/,\' 1� 0 i t 1 k o � 8331 SW 12 TERRACE. MIAMI FLORIDA 33144 P.E. No: 20233 td:(305)586-4716 WIND LOAD CALCULATION for O NEW WINDOWS for: ELIAS EDE 1041 NE 93 ST MIAMI SHORES, FL 33138 O O P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) HR(37"x38 3/8")XO SH(19 1/8"x26") •••• A= 4.88 SF A= 1.71 SF • qh = 56.64 PSF qh = 56.64 PS F�••Veo •0*:•0 �•�� ZONE 4 ZONE 4 •••:Y• • • GCP= 1.00 GCP= 1.00 • • • • • • • GCPi=0.18 GCPi=0.18 W= 56.64 ( 1.00 +0.18)= 66.83 PSF W= 56.64 ( 1.QQ• + -66.911- PSF P= 0.60W = 0.60(66.83) _ + 40.10 PSF X0!18)= • • P= 0.60W = 0.60(66.8.3) _ +40.10 PSF .' GCP= 1.10 • • • • •.•.•• GCP= 1.10 .... � � GCPi=0.18 GCPi=0.18 '��' ; �••••� • •s � W= 56.64 ( 1.10 +0.18)= 72.49 PSF W= 56.64 ( 1.10 +0.18)= 3;.•46• PSF P= 0.60W = 0.60(72.49) = - 43.50 PSF P= 0.60W = 0.60(72.49) _ - 43.50 PSF WIND PRESSURE ALLOWABLE ZONE 5 +65.00 GCP= 1.40 -65.00 GCPi=0.18 W= 56.64 ( 1.40 +0.18)= 89.49 PSF O P= 0.60W = 0.60(89.49) = + 53.70 PSF P=qz (Gcp +/- Gcpi) WIND PRESSURE ALLOWABLE HR(60"x42")XO +65.00 A= 8.75 SF -80.00 qh = 56.64 PSF ZONE 4 GCP= 1.00 GCPi=0.18 W= 56.64 ( 1.00 +0.18)= 66.83 PSF P= 0.60W = 0.60(66.83) = + 40.10 PSF GCP= 1.10 GCPi=0.18 W= 56.64 ( 1.10 +0.18)= 72.49 PSF P= 0.60W = 0.60(72.49) = - 43.50 PSF WIND PRESSUREALLOWABLE \e®NU�L�`s�� -65.00 -o: o 2 s m• n• sI our - s • • � � CI�/IL �ThIJC TI_1fZLV_ A .. •N ��,,\` 8331 SW 12 TERRACE. MIAMI ,FLORIDA 33144 P_F. Nn• fnl•/V151..w-1776 WIND LOAD CALCULATION for NEW WINDOWS for: ELIAS EDE 1041 NE 93 ST MIAMI SHORES, FL 33138 O P=qz (Gcp +/- Gcpi) HR(74"x50 5/8")XO A= 13.10 SF qh = 56.64 PSF ZONE 5 GCP= 0.98 GCPi=0.18 W= 56.64 ( 0.98 +0.18)= 65.70 PSF P= 0.60W = 0.60(65.70) _ + 39.40 PSF GCP= 1.36 GCPi=0.18 W= 56.64 ( 1.36 +0.18)= 87.22 PSF P= 0.60W = 0.60(87.22) _ - 52.30 PSF WIND PRESSURE ALLOWABLE +65.00 -65.00 0 O P=qz (Gcp +/- Gcpi) 0 SGD(6'-0"x6'-8")XX •••• A= 20.00 SF : ,�• •••' •••••• • qh = 56.64 PSFe•••e• •e•• ••eeie ZONE 5 •••:•• . • • GCP= 0.95 ;•e •� • • •e•••e GCPi=0.18 • • W= 56.64 ( 0.�';t.M8)= '6.4i90PSF ..e... P= 0.60W = 0.60(6* r00) _ + 38.30 PSF e • GCP= 1.29 a ie•ei• • •••••• GCPi=0.18 '• • •••••• W= 56.64 ( 1.29 +0.18)= e83Q6Y PSF P= 0.60W = 0.60(83.26) _ - 50.10 PSF WIND PRESSURE ALLOWABLE +60.00 -60.00 P=qz (Gcp +/- Gcpi) SGD(12'-0"x6'-8")OXXO A= 20.00 SF qh = 56.64 PSF ZONE 4 GCP= 0.95 GCPi=0.18 W= 56.64 ( 0.95 +0.18)= 64.00 PSF P= 0.60W = 0.60(64.00) _ + 38.30 PSF GCP= 1.05 GCPi=0.18 W= 56.64 ( 1.05 +0.18)= 69.66 PSF P= 0.60W = 0.60(69.66) _ - 41.70 PSF WIND PRESSURE ALLOWABLE \�\o� �ANU'! +60.00 `.•' LICE•.• -60.00 tea' 4'0�N .Q =o: 20 m:m� o •.R,o 2 ENGIN ®\ 8331 SW 12 TERRACE. MIAMI , FLORIDA 33144 $ 111\d 6 P.E. No: 20233 tel: (305)586-4776 MIAMaD,ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 Coupty Ptoduct Go' trolo Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Couni}c feserve the too to have this product or material tested for quality assurance purposes. If this product.or.material NJs•td perform in the accepted manner, the manufacturer will incur the expense of such testing"the AHJ way immediately revoke, modify, or suspend the use of such product or material within their•,ltnrWiction.• •RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County?toduct 6*oAlro# Section that this product or material fails to meet the requirements of the applicable buildl$$ t84e. .00:*. This product is approved as described herein, and has been designed to comply with the ffori da Bu2ltling Code, including the High Velocity Hurricane Zone.- . • DESCRIPTION: Series "SH7700A" Aluminum Single Hung Window — L.M.I. ; • • • • • APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hflilg istall fI,W' sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony'L�tin Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", 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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. rNOA No. 18-0430.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-9t• 3) Water Resistance Test, per FBC, TAS 202-94 •0 • 4) Large Missile Impact Test per FBC, TAS 201-94...... •„� • 5) Cyclic Wind Pressure Loading per FBC, TAS 201.93.. 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS.282-9.4 • along with marked -up drawings and installation diagram of an alumi$iIMsingle 'huTV window, prepared by Fenestration Testing Laboratory, Inc., Test Reporo. . • • . 0. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega,.);. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per F$C,JF ,S 200 0 3) Water Resistance Test, per FBC, TAS 202-94 4,000 4) Large Missile Impact Test per FBC, TAS 201-94 0000 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel rez 17T. Product Contr.VExafiner NOA No0.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202.-94- • • 3) Water Resistance Test, per FBC, TAS 202-94 : 9% good ••• 4) Large Missile Impact Test per FBC, TAS 201-94•..••. • 5) Cyclic Wind Pressure Loading per FBC, TAS 203.. 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS.21OZ?-94 do along with marked -up drawings and installation diagram of an alumirflMtingle liung• window, prepared by Fenestration Testing Laboratory, Inc., Test Re66;tep-b. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortegao " 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . 2) Uniform Static Air Pressure Test, Loading per FIC, T•AS 201-V4 • 3) Water Resistance Test, per FBC, TAS 202-94 .. • • • • 4) Large Missile Impact Test per FBC, TAS 201-94 • • •' 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel rez Product Contr Exa finer NOA No. 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. . 0 .0000. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS .... 1. Statement letter of conformance to FBC 6th Edition (2017), dated AP41 24,'? -Mt, • • • • • • issued by manufacturer, signed and sealed by Anthony Lynn Miller,X. • 2. Statement letter of no financial interest, dated April 24, 2018, issued.41 "anufactu;er, • ' •"" signed and sealed by Anthony Lynn Miller, P.E. .... .. Osseo . 3. Proposal No. 18-0005R issued by the Product Control Section, datec?04 6/18,�ignea ..... by Manuel Perez, P.E : 04:069 ... .. . ::0::. ...... G. OTHERS • 1. None. ...... ...... • Manuel er .E. Product Control E a ner NOA No. 18- 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 M IAM I-UADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 UA - Product Control Section to be used in Miami Dade County and other areas where alloyed by the Ahtllq,}-ity Having Jurisdiction (AHJ). 9.6 . 0000 This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coval�4R]Ioductl;(Jbo'1 Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Couaty);mserve the right to have this product or material tested for quality assurance purposes. If this product t?" terial &jls•to perform in the accepted manner, the manufacturer will incur the expense of such testing •aMl the A1 -IJ fty immediately revoke, modify, or suspend the use of such product or material within they jVi%ction.' %E�L reserves the right to revoke this acceptance, if it is determined by Miami—Dade Counly product Contro'1 Section that this product or material fails to meet the requirements of the applicable buil;irig*c * e. • • • This product is approved as described herein, and has been designed to comply with the Florida beading Code, including the High Velocity Hurricane Zone.- 9.0 • 0 00 DESCRIPTION: Series "BR7710A" Aluminum Horizontal Roller Window — L.M.I. *.:..o APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", 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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0627.01 Expiration Date: August 23, 2023 Y19/17)16 Approval Date: August 23, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 0000 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ; .0. • • • • • • • • ; • 2) Uniform Static Air Pressure Test, Loading per FIX, TAS 20294. 3) Water Resistance Test, per FBC, TAS 202-94 • • • • • • •; 0 • 4) Large Missile Impact Test per FBC, TAS 201-94.... .. • ;"' •; 5) Cyclic Wind Pressure Loading FBC, TAS 2N-940 0000 per 0000. 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS :6;94 • •; • 90:000 • . along with marked -up drawings and installation diagram of an aluminum horizo0ntal ' *00%6 sliding window, prepared by Fenestration Testing Laboratory, Inc.; fest �eport Noy 0 FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega, P.$. ; • • • • • 0 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • .. 0 : 0' 0' 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202t940 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 06/18/18 and updated on 07/25/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel er z, P.E. Product Contr 1 E aminer NOA N 0627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS • • • • • • 1. Statement letter of conformance to FBC 61h Edition (2017), da a duly 25,-2O& *a**:* , issued by manufacturer, signed and sealed by Anthony Lynn Miller,�--� • • • • 2. Statement letter of no financial interest, dated July 25, 2018, issued�by1manufact"6r. ..... signed and sealed by Anthony Lynn Miller, P.E. a*:*** •••• *a:*** 3. Proposal No. 18-0289 issued by the Product Control Section, dafeld 02/20/l 8,•Signtd • • • •; • by Manuel Perez, RE 0 a, . . . . ...... G. OTHERS • • • • • • 1. None. �.:..' Manuel Pe ez P.E. Product Control xa iner NOA No. 1 - 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 MIAMI- DADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econoin PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 Coi .)lroduct Coir bl Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Coun * r terve tare right to have this product or material tested for quality assurance purposes. If this product. PC Niterial fail to perform in the accepted manner, the manufacturer will incur the expense of such testing ppd the ASI may immediately revoke, modify, or suspend the use of such product or material within theit-4uri6dictiorC %F,R reserves the right to revoke this acceptance, if it is determined by Miami—Dade CoutAy 4Araduct C.Qr9sol Section that this product or material fails to meet the requirements of the applicable builditrg•oode. .• . This product is approved as described herein, and has been designed to comply with jlle f lorida Building Code, including the High Velocity Hurricane Zone.- • DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 135° celjpers— LA.I. • • APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact,,Amrs 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 1VIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", 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# 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0420.12 �r Expiration Date: February 17, 2020 Approval Date: September 28, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123. 10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets I through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, F.E. B. TESTS .... ••• 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC-JAS 200"40 • 2) Large Missile Impact Test per FBC, TAS -201--94 • • •; • • 3) Cyclic Wind Pressure Loading per FBC,•'TA•S 203-9?r Along with marked -up drawings and installation diagram of Aluminy> �Tiding•Qlass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fer"li tion'telting Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FT4s,8968, dated.. 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis OM;5,4.E. • • • • (Submitted under NOA No. 16-0629.06) • •' •" 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ; • • • • • 2) Uniform Static Air Pressure Test, Loading per F$G,•T'AS 2Q2 -9A 3) Water Resistance Test, per FBC, TAS 202-94 • 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted tinder NOA No. 14-0123.10) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales,,,P: . (Submitted antler NOA No. 09-0826.10) Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t' Edition (2014) and FBC-6" Edition (2017), dated 04/18/17 and revised on 08/IW17, prepared by manufacturer, signed and sealed by Anthony Lynn Milter, �'!F�.*00000 2. Glazing complies with ASTM E1300-09 • • • • • • • • D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resources (RFR}' •' E. MATERIAL CERTIFICATIONS `+ • • • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray AmericajM;7f'or their '• "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers".dateji 0l/19fj9.% expiring on 07/08/19. ' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their... "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-511 Edition (2014) and FBC-61" Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasencia, P.E. Py6duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-2 M IAM 1-DADE MIAMI-DADE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of consirU ctio* * materials. The documentation submitted has been reviewed and accepted by Miami -Dada (�ounty RE?,, - • • • �• Product Control Section to be used in Miami Dade County and other areas where allovygcj pythe Antptity Having Jurisdiction A • 90:06 • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County.Eroduct Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade CouAtyo csserve tie Wt ..... to have this product or material tested for quality assurance purposes. If this product, et,• "Iterial fak8 dto • • • • • perform in the accepted manner, the manufacturer will incur the expense of such testing acid the AH?'map .... • immediately revoke, modify, or suspend the use of such product or material within thei:]i2i:9Qiction. ICER • • reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product ton&J Section that this product or material fails to meet the requirements of the applicable buiAngcode. ' :....: This product is approved as described herein, and has been designed to comply with the Florida* tJJijg • Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", 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# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 Expiration Date: May 26, 2021 ( r Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepaq. Py manufacturer, signed and sealed by Anthony Lynn Miller, P.E. •' .. 0000 B. TESTS "' • " ' • I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •' • • • • • 2) Uniform Static Air Pressure Test, Loading per FB,C .TAS 2Q2 94, • 3) Water Resistance Test, per FBC, TAS 202-94 0 0 0... 0000 4) Large Missile Impact Test per FBC, TAS 201-94 • • • • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 2W --W: • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 :000:0 along with marked -up drawings and installation diagram of ;4opgd alumi Vm mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTLUX (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 6" Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 0 Jorge M. Plasencia, P.E. Prouct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 0000.. 0000.. 0000.. 0000. 00.00 000000 000000 0066.. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-61' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufac•tp1jr, signed and sealed by Anthony Lynn Miller, P.E. ' • • • • • • • • • • • G. OTHERS •••••• •• •.•... 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, IN'T8? their Ser'i'es :....: `'PGT" Clipped Extruded Aluminum Tube Mullion — L.MX::appro f & •Qn • • • • • 04/14/16 and expiring on 05/26/21. • • • • • • • • • • • • ; • • • Jorge M. Plasencia, P.E. P,r6dZuct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 MIAMI-DADE MIAMI-DADE COUNTY LYWAM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 Cou1V.PrcJduct Cootrol Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade Countyy .rpServe thtAght; to have this product or material tested for quality assurance purposes. If this product or.mlterial fails.to perform in the accepted manner, the manufacturer will incur the expense of such testin& endthe AHJL malt' immediately revoke, modify, or suspend the use of such product or material within their jvrisdiction.: 1AER' reserves the right to revoke this acceptance, if it is determined by Miami—Dade Coui":Pmduct Co�itrel Section that this product or material fails to meet the requirements of the applicable buildiifg Bede. + This product is approved as described herein, and has been designed to comply with tfieMida Buildtng Code, including the High Velocity Hurricane Zone.- �..... DESCRIPTION: Series "PW7720A" Aluminum Fixed Window — L.M.I. ' APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation GuideX;aq''* sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", 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 and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS ' • • • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FH�, ejS 202-W 2) Large Missile Impact Test per FBC, TAS 201-94....., • 3) Cyclic Wind Pressure Loading per FBC, TAS 203.94.. along with marked -up drawings and installation diagram of a PVCkhrig glas;door) a PVC fixed window and an aluminum sliding glass door, using: KoZllgiace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXTTM spaPgi ae skem and EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratqry, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970 dated 11[16/1.5, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmi$ Ortega, P. 0000.. (Submitted under NOA No. 16-0629.14) • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) ManuelVeE. Product Controer NOA No.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 0000.. 0000.. 0090.. 0 0 0000. 0000.. 0000.. 0000.. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 6' Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, jpg, fqr their. "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" 4zteSl.Q1/19/17,• expiring on 07/08/19. .0000. .. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Iht' fr their • • • "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/17 ex*ring Qh%•. 07/04/18. • 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket co4lyilig;with She • following: • :..... a) ASTM C864 Specification for Dense Elastomeric Compression A til Oaskel, . • • Setting Blocks, and Spacers with Option II exceptions. 9000 •'• b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. �J�,U191AP_-2 Manuel Per , .E. Product Control E a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 6" Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, RE 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, si&dV& • by Ishaq Chanda, P.E. 4946 "" • • 5. Laboratory compliance letter for Test Report No. FTL-7212, dateddl3/2.1/13, Sive4 and sealed by Marlin D. Brinson, P.E. 960.69 • (Submitted under NOA No. 13-0502.03) 6. .. • Laboratory compliance letter for Test Reports No. FTL-3835 and Yrt-3850' dated • •; • • 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph.K:N;n, P.9•:'. .. • (Submitted under NOA No. 03-1105.01) 6666.. 6666.. • • • :9969• G. OTHERS 9966.• 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for Meir'SerieS '^j - ^j 6666.. 701/720/820" 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD -7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel ere Product Control Exknjifier NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series ?WT610/PWV:0 aluminum fixed window, prepared by Fenestration Testing LaboratofypInc., Test..' Report No. FTL-18-7763, dated 03/19/18, signed and sealed by IdalT �:@rtega, P.Fy 0000 .. C. CALCULATIONS • • 1. Anchor verification calculations and structural analysis, complying KNMC 6tp Edition (2017), prepared by manufacturer, dated 04/19/18, signed ajd.Qed by Anthony Lynn Miller, P.E. 0. . 0000.. 00 0 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) 00:000 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. WEEMMUMVIR 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW -701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/1 2LI.7 and expiring on 02/19/19. Manuel Perez roduct Control Exaiq:inof NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0.00.0 0 ..0000 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3, 7, 12, 13 OR 15. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El 300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7835.1 & 18-7835.2; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. FIGURE A: ALLOWABLE SASH CONFIGURATIONS AND SHAPES �-� WIDTH VARIES PER GLASS TYPE, SEE SHEETS 2-5 WIDTH 1/8"AN, .090" PVB, 1/8" AN WIDTH �- SHEETS 8 & 9 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN I I 3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 4 1/8" HS, .090" PVB, 1/8" HS 4 5 3/16" AN, .090" PVB, 3/16" AN 4 6 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 7 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8". AN, .090" PVB, 1/8" AN 4 8 3/16" AN, .090" SG, 3/16" AN 5 9 3/16" HS, .090" SG, 3/16" HS 5 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 11 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5 12 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 13 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5 14 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 113/16" Ld 15 LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 SMO r- oZ I-_ Z O o Z RADIUS -TOP RECTANGULAR RECTANGULAR > WITH EQUAL WITH PROVIEW WITH CUSTOM LITE SASH SASH O SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. "--\17-13/16" MAX. O.C/"' t7! 18-3/8" MAX. 4:! 17-3/4" MAX. (17-1/4" BUCK) IMPACT RATING VARIES PER GLASS TYPE, SEE SHEETS 2-5 B. SEE 1/8"AN, .090" PVB, 1/8" AN 2 SHEETS 8 & 9 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 2 A, SEE SHEETS 8 & 9 EQUALLY SPACED ANCHORS PER TABLES 6 & 7 EQUALLY SPACED ANCHORS PER TABLES 6 & 7 9-1/2" MAX. (9" MAX. BUCK) i 17-3/4" MAX. (99" MAX.MAX. O.C. (" MBUCK) DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE SHEETS 2-5 LARGE & SMALL MISSILE IMPACT RESISTANT D, SEE SHEET 10 C, SEE - � SHEET 10 _ 1 17-3/16" MAX. O.C. 84" MAX. TIP 12-1/16" MAX. O.C. TO _ TIP HEIGHT 1 13-5/16" MAX. O.C. 5" MAX. �+ O.C. _ I .1 D �- 1" WEEP NOTCH AT EACH END ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL -LITE CONFIGURATION TABLE 1: ALLOWABLE GLASS TYPES Tlass ype YP Description (Listed from Exterior to Interior) DP Table # 1 1/8"AN, .090" PVB, 1/8" AN 2 2 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 2 3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 4 1/8" HS, .090" PVB, 1/8" HS 4 5 3/16" AN, .090" PVB, 3/16" AN 4 6 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 7 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8". AN, .090" PVB, 1/8" AN 4 8 3/16" AN, .090" SG, 3/16" AN 5 9 3/16" HS, .090" SG, 3/16" HS 5 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 11 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5 12 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 13 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5 14 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 113/16" 5 15 LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 CODES / STANDARDS USED 92017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 OAISC 360-10 52-1/8" MAX. BUCK WIDTH -� 5" MAX. O.C. [_-_ 4-11/16" MAX. 8: M BU HEI C X. CK GHT r ,_1" WEEP NOTCH AT EACH END ELEVATION FOR TYP. FIN FRAME SHOWN WITH UAL -LITE CONFIGURATION USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE T 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7. 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). SG= KURARAY SENTRYGLAS0 INTERLAYER BY KURARAY AMERICA, INC. PVB = KURARAY TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED GENERAL NOTES ................................................. 1 ELEVATIONS......................................................... 1 DESIGN PRESSURES / GLAZING DETAILS ........2-4 ANCHOR QUANTITIES .......................................... 5-6 INSTALLATION, FLANGE ...................................... 7 INSTALLATION, EQUAL LEG ................................. 8 INSTALLATION, INTEGRAL FIN ............................ 9 EXTRUSION PROFILES.........................................10 ASSEMBLY & PARTS LIST .................................... 11 \�tlllllll/�// LYNN * No. 58705 ,O�'• ST TE OF lV�� •'•.'cCORIDP.•'�• �� ZONAI �/lllltll� A. LYNN MILLER, P.E. P. E.# 58705 jCP Q ••••••Lu �W O i • >> O r •�• ao zLLJ J O d= •� �W O Z cep 0p = LLJ N J r1 - ` �Cg c)3 U 0 UMDJQ W J F—W ¢ J Q SMO r- oZ I-_ Z O o Z O > JLL O = W ® CO _j 0 w I"S = Z H F- to O Z O Q Z 13f ti W r` Lu U 2 JZ W U) Q (D aq!1 ��sap saua5 \�tlllllll/�// LYNN * No. 58705 ,O�'• ST TE OF lV�� •'•.'cCORIDP.•'�• �� ZONAI �/lllltll� A. LYNN MILLER, P.E. P. E.# 58705 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 5/16" NOM. GLASS STACK Bottom Sash Description for Gi\en Range Sash Height Ran in ) W •••••• z • • .090" PVB U)•• Design Pressure (lbs/ft2) for Glass Types 1 & 2 -1/8" AN GLASS r• •a • Tip to Tip Width 18" 25' 33" 3T' 41" 45" 49" 53-1/8" 26 24" Equal -lite 12.464 +65.0 -80.0 +65.0 -80.0. 65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 _ V Equal -lite 15.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 U 31" Standard Pro\iew 12.994 - 15.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 N ® N Shortest 12.464 - 12.993 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 --80.0--+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 C) H Equal -lite 19.652 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 sauas Standard Pro\iew 15.944 - 19.651 +65.0 -80.0 1 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 38-3/8" Custom Size 15.131 - 15.943 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131 - 15.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Shortest 12.464 - 14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Equal -lite 22964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 20.131 - 22.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Standard Pro\Aew 18.594 - 20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 45' Custom Size 16.131 - 18.593 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 1 -80.0 +65.0 -80.0 Custom Size 15.131 - 16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131 - 15.130 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Shortest 12.464 - 14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65 .0 Equal -lite 24.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 +65.0 -80.0 Custom Size 22.131 - 24.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 1 -80.0 +6 80.0 +65.0 -80.0 Standard ProHew 20.194 - 22.130 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0-80.0 65.0 -80.0 +65.0 1 -80.0 49" Custom Size 18.131 - 20.193 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .0 +65.0 -80.0 +65.0 -80.0 Custom Size 16.131 - 18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 + -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131 - 16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80 +65.0 -80.0 +65.0 -80.0 +65.0 -77.6 L Shortest 12.464 - 14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65. -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -75.1 .5 Equal -lite 25.777 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 X: CL Custom Size 24.131 -25.776 +65.0 80.0 +65.0 80.0 1 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 0 0 Standard ProHew 20.844 - 24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 a Custom Size 20.131 - 20.843 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 i= 50-5/8" Custom Size 18.131 - 20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 16.131 - 18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.6 Custom Size 14.131 - 16.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 75.1 Shortest 12.464 - 14.130 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 1 -73.9 Equal -lite 31.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 28.131 - 31.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.6 Standard ProHew 25.794 - 28.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -73.9 Custom Size 24.131 - 25.793 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.7 63" Custom Size 22.131 - 24.130 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -78.8 +65.0 -70.5 Custom Size 20.131 - 22.130 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +65.0 -68.4 Custom Size 18.131 - 20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.4 +65.0 -66.5 Custom Size 16.131 - 18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1+65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +65.0 1 -73.8 +64.7 -64.7 Shortest 13.194' - 16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.9 +65.0 -71.8 +65.0 -68.2 +62.3 -62.3 Equal -lite 38.464 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1-73.9 Custom Size 36.131 - 38.463 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -79.8 +65.0 -71.6 Custom Size 34.131 - 36.130 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 +65.0 -69.4 76" Standard Proview 30.994 - 34.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.4 +65.0 -66.5 Custom Size 30.131 - 30.993 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -78.9 +65.0 -74.6 +65.0 -65.6 Custom Size 28.131 - 30.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 +65.0 -75.3 +65.0 -71.9 +63.8 -63.8 Shortest 26.194` - 28.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -75.9 +65.0 1 -71.8 +65.0 -68.2 +62.3 -6Z3 Equal -lite 42.464 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -77.9 +65.0 -69.4 84" Custom Size 38.131 - 42.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -78.9 +65.0 -74.6 +65.0 -65.6 Standard Proview 34.194` - 38.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.9 +65.0 -71.8 +65.0 -68.2 +62.3 -62.3 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 5/16" NOM. GLASS STACK 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. AIRSPACE 1/8" AN GLASS 31 5@OR56 EXTERIOR a OR65B)-/ 13/16" NOM. I - GLASS STACK 090" PVB 1/8"AN GLASS 75 1/2" NOM. GLASS BITE 70-73 GLASS TYPE 2 AN= ANNEALED TP= TEMPERED HS= HEAT STRENGTHENED cj 1/8" AN GLASS W •••••• z • • .090" PVB U)•• -1/8" AN GLASS r• •a • 30 LJ�••�•� o LLJ 26 co - 1/2" NOM. GLASS BITE w U EXTERIOR 0 04 J O am IL 0 t- • • •v •Z W 0 O D Z co = = W N 75 t` ti 34 _ V GLASS TYPE 1 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. AIRSPACE 1/8" AN GLASS 31 5@OR56 EXTERIOR a OR65B)-/ 13/16" NOM. I - GLASS STACK 090" PVB 1/8"AN GLASS 75 1/2" NOM. GLASS BITE 70-73 GLASS TYPE 2 AN= ANNEALED TP= TEMPERED HS= HEAT STRENGTHENED cj Y W •••••• z • • •moi U)•• >_ .. .. W r• •a • LJ�••�•� o LLJ i Obu) co C�� z� Co • ul w U 0 04 J O am IL 0 t- • • •v •Z W 0 O D Z co = = W N J \' t` ti rg Of U U O ® J UMOIQ Z i ¢ J cru W .. LD O_ Q 9MO > c H Z O Z U 0 Z LL o 2 N ® N W J 0 aaaus = Z F- D Fn LLQ O � J C) H Z m 0 w H 2 U J d U) Q 0 a�711 asap sauas • • • • TABLE 3 - • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. AIRSPACE 1/8" TP GLASS - @OR( EXTERIOR a 35 0Rk! 13116" NOM. GLASS STACK 090" PVB 1/8" AN GLASS 75 1/2" NOM. GLASS BITE 70-73 GLASS TYPE 3 AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED 0000 ci Bottom Sash Description for Gken Range Sash Height Range (in) 18" W 0000•• z 25" to Design Pressure (lbs/ft2) for Glass Type 3 Tip to Tip Width 33" 3T' 41" 45" 49" 53-1/8" • •� 24" Equal -lite 12.464 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • W O Equal -lite 15.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 > �' y 31" Standard ProHew 12.994 - 15.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 � Shortest 12.464 - 12.993 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 H Equal -lite 19.652 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Standard Pro�iew 15.944 - 19.651 +65.0 -80.0 +65.0 -80.D +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0---80.0 +65.0 1 -80.0 38-3/8" Custom Size 15.131 - 15.943 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131 - 15.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Shortest 12.464 - 14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Equal -lite 22.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 20.131 - 22.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Standard Proview 18.594 - 20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 45" Custom Size 16.131 - 18.593 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 1-80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 15.131 - 16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131 - 15.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 Shortest 12.464 - 14.130 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Equal -lite 24.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 Custom Size 22.131 - 24.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Standard Pro\iew 20.194 - 22.130 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" Custom Size 18.131 - 20.193 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 16.131 - 18.130 +65.0 -80.0 +65.0 -80.D +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131 - 16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 s Shortest 12.464 - 14.130 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 Equal -lite 25.777 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 a Custom Size 24.131 - 25.776 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ~ 0 Standard Prouew 20.844 - 24.130 +65.0 1 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 a Custom Size 20.131 - 20.843 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 lz 50-5/8" Custom Size 18.131 - 20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 16.131 - 18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131 - 16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Shortest 12.464 - 14.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Equal -lite 31.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 28.131 - 31.963 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Standard PrmAew 25.794 - 28.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 Custom Size 24.131- 25.793 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 63" Custom Size 22.131 - 24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 20.131 - 22.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -78.0 Custom Size 18.131 - 20.130 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8- Custom Size 16.131 - 18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -73.8 Shortest 13.194' - 16.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.7 1 +65.0 -71.0 Equal -lite 38.464 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 36.131 - 38.463 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 34.131 - 36.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -79.1 76" Standard ProHew 30.994 - 34.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 Custom Size 30.131 - 30.993 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -74.8 Custom Size 28.131 - 30.130 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -72.7 Shortest 26.194' - 28.130 +65.0 -80.0 +65.0 -80.0 +65.0 X0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.7 +65.0 -71.0 Equal -lite 42.464 1 +65.0 1 -80.0 t +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 84" Custom Size 38.131 - 42.463 1 +65.0 1 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 J +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.8 Standard Proview 34.194' - 38.130 +65.0 1 -80.0 1 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 1 -80.0 1 +65.0 -77.7 +65.0 -71.0 • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. AIRSPACE 1/8" TP GLASS - @OR( EXTERIOR a 35 0Rk! 13116" NOM. GLASS STACK 090" PVB 1/8" AN GLASS 75 1/2" NOM. GLASS BITE 70-73 GLASS TYPE 3 AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED 0000 ci � Y ••• W 0000•• z •=j to •• • • _0* 00 W •4"D • •� '6�/• •0000• 0:0 • • �• O In cow } • o � •O Q �"Op 0.r4 • Z w O • • 2' $• o rw J CO • • rr • U) Z O J O n. U) LL • ++ • W O Z .0 x 2 W r N t� U UMOJ Q W a0 O J Z J ON 2¢ W .-. Q oM 0 > �' y F- U) a. Z o Z _ Z L>_ � O �p = co ® NW N # rrJ^ V 7aa4S = Z H w O Z _t m 00 H w t` U � _ Q � a1711 •asap sa��as r/ YLYNN///'%, \GENSF * No. 58705 1�0 ST TE OF V !(� ' // ' / NAl 00 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 4: Design Pressure (lbs/ft2) for Glass Types 4-7 v Bottom Sash Description for Gi\.en Range Sash Height Range (in) Tip To Tip Width 53-1/8" Tip To Tip Width 53-1/8" 24" Equal4ite 12464 +65.0 -80.0 -110.0 74 Equal -lite 15.964 +65.0 -80.0 -110.0 31" Standard Prouew 12.994 - 15.963 +65.0 -80.0 EXTERIOR 70-73 Shortest 12.464 - 12.993 +65.0 -80.0 -110.0 a74 Equal -lite 19.652 +65.0 -80.0 -110.0 31 Standard Prouew 15.944 - 19.651 +65.0 -80.0 34 38-319' Custom Size 15.131 - 15.943 +65.0 -80.0 NOM. Custom Size 14.131 - 15.130 +80.0 Custom Size 14.131 - 15.130 +65.0 -80.0 3/16" AN GLASS .090" PVB Shortest 12.464 - 14.130 +65.0 -80.0 27 +80.0 Equal -lite 22.964 +65.0 -80.0 20.131 - 22.963 +80.0 Custom Size 20.131 - 22.963 +65.0 -80.0 18.594 - 20.130 +80.0 Standard Prouew 18.594 - 20.130 +65.0 -80.0 16.131 --18.593 45" Custom Size 16.131 - 18.593 +65.0 -80.0 15.131 -16.130 +80.0 Custom Size 15.131 - 16.130 +65.0 -80.0 14.131 - 15.130 +80.0 Custom Size 14.131 - 15.130 +65.0 -80.0 12.464 - 14.130 +80.0 Shortest 12464 - 14.130 +65.0 -80.0 24.964 +80.0 Equal -lite 24.964 +65.0 -80.0 22.131 - 24.963 +80.0 Custom Size 22.131 -24.963 +65.0 -80.0 20.194 - 22.130 +80.0 Standard Proaew 20.194 - 22.130 +65.0 -80.0 18.131 - 20.193 49" Custom Size 18.131 -20.193 +65.0 -80.0 16.131 -18.130 +80.0 Custom Size 16.131 - 16.130 +65.0 -80.0 14.131 -16.130 +80.0 Custom Size 14.131 - 16.130 +65.0 -80.0 12.464 - 14.130 +80.0 Shortest 12.464 - 14.130 +65.0 -80.0 25.777 +80.0 Equal -lite 25.777 +65.0 -80.0 a +80.0 Custom Size 24.131 - 25.776 +65.0 80.0 0 0 +80.0 StandardPrOWew 20.844-24.130 +65.0 -80.0 n 50-5/8" Custom Size 20.131 - 20.843 +65.0 -80.0 f +80.0 Custom Size 18.131 - 20.130 +65.0 -80.0 16.131 - 18.130 +80.0 Custom Size 16.131 - 18.130 +65.0 -80.0 14.131 - 16.130 +80.0 Custom Size 14.131 - 16.130 +65.0 -80.0 12.464 - 14.130 +80.0 Shortest 12.464 - 14.130 +65.0 -80.0 31.964 +80.0 Equal -lite 31.964 +65.0 -80.0 28.131 - 31.963 +80.0 Custom Size 28.131 - 31.963 +65.0 -80.0 25.794 - 28.130 +80.0 Standard Prouew 25.794 - 28.130 +65.0 -80.0 24.131 - 25.793 +80.0 Custom Size 24.131 -25.793 +65.0 -80.0 22.131 - 24.130 63" Custom Size 22.131 - 24.130 +65.0 -80.0 20.131 -22.130 +80.0 Custom Size 20.131 - 22.130 +65.0 -80.0 18.131 -20.130 +80.0 Custom Size 18.131 - 20.130 +65.0 -80.0 16.131 -18.130 +80.0 Custom Size 16.131 - 16.130 +65.0 -80.0 13.194' - 16.130 +80.0 Shortest 13.194' - 16.130 +65.0 -80.0 38.464 +80.0 Equal -lite 38.464 +65.0 -80.0 36.131 - 38.463 +80.0 Custom Size 36.131 - 38.463 +65.0 -80.0 34.131 - 36.130 +80.0 Custom Size 34.131 - 36.130 +65.0 -80.0 30.994 - 34.130 76" Standard Prouew 30.994 - 34.130 +65.0 -80.0 30.131 - 30.993 +80.0 Custom Size 30.131 - 30.993 +65.0 -80.0 Custom Size 28.131 - 30.130 1 +65.0 -80.0 Shortest 26.194* - 28.130 +65.0 -80.0 Shortest Equal -lite 42.464 +65.0 -80.0 84" Custom Size 38.131 - 42.463 +65.0 -80.0 84" Custom Size Standard Prouew 34.194* - 38.130 +65.0 1 -80.0 5/16" NOM. GLASS STACK v GLASS TYPE 5 NOM. GLASS GLASS STACK 090" PVB AIRSPACE 3/16" AN GLA 1/8" AN GLASS 25 OR 5 1/2" NOM. EXTERIOR GLASS BITE a 70-73 5®OR 5 GLASS TYPE 6 13/16" NOM. GLASS STACK AIRSPACE 090" PVB 3/16" TP GLASS 1/8" AN GLASS !� • - r;� F'','IIJr • GLASS TYPE 7 TABLE 5: Design Pressure for Glass Types 8-15 v 1/8" HS GLASS 090" PVB Sash Height Range (in) Tip To Tip Width 53-1/8" 30 1/8" HGLASS 26 12.464 +80.0 -110.0 74 r 5A OR 5B Equal -lite 15.964 1/2" NOM. -110.0 1/2" NOM. 31" Standard Prouew 12.994 - 15.963 GLASS BITE EXTERIOR 70-73 GLASS TYPE 11 Shortest 12.464 - 12.993 +80.0 -110.0 a74 090" SG Equal -lite 19.652 +80.0 -110.0 31 74 Standard Prouew 15.944 - 19.651 +80.0 34 a 38-3/8" GLASS TYPE 4 15.131 - 15.943 +80.0 NOM. Custom Size 14.131 - 15.130 +80.0 -110.0 GLASS STACK GLA Shortest 3/16" AN GLASS .090" PVB -110.0 30 3/16" T GLASS 27 +80.0 -110.0 Custom Size 20.131 - 22.963 +80.0 1/2" NOM. O Standard Prouew 18.594 - 20.130 +80.0 GLASS BITE EXTERIOR 45" Custom Size 16.131 --18.593 +80.0 -110.0 a Custom Size 15.131 -16.130 +80.0 .� v GLASS TYPE 5 NOM. GLASS GLASS STACK 090" PVB AIRSPACE 3/16" AN GLA 1/8" AN GLASS 25 OR 5 1/2" NOM. EXTERIOR GLASS BITE a 70-73 5®OR 5 GLASS TYPE 6 13/16" NOM. GLASS STACK AIRSPACE 090" PVB 3/16" TP GLASS 1/8" AN GLASS !� • - r;� F'','IIJr • GLASS TYPE 7 TABLE 5: Design Pressure for Glass Types 8-15 v 13116"NOM. Bottom Sash Description for Given Range Sash Height Range (in) Tip To Tip Width 53-1/8" 090" SG 24" Equal -lite 12.464 +80.0 -110.0 74 r 5A OR 5B Equal -lite 15.964 +80.0 -110.0 1/2" NOM. 31" Standard Prouew 12.994 - 15.963 +80.0 -110.0 70-73 GLASS TYPE 11 Shortest 12.464 - 12.993 +80.0 -110.0 •Z W 090" SG Equal -lite 19.652 +80.0 -110.0 31 74 Standard Prouew 15.944 - 19.651 +80.0 -110.0 a 38-3/8" Custom Size 15.131 - 15.943 +80.0 -110.0 Custom Size 14.131 - 15.130 +80.0 -110.0 Shortest 12.464 - 14.130 +80.0 -110.0 U Equal -lite 22.964 +80.0 -110.0 Custom Size 20.131 - 22.963 +80.0 -110.0 O Standard Prouew 18.594 - 20.130 +80.0 -110.0 ® N 45" Custom Size 16.131 --18.593 +80.0 -110.0 Custom Size 15.131 -16.130 +80.0 -110.0 H Custom Size 14.131 - 15.130 +80.0 -110.0 Shortest 12.464 - 14.130 +80.0 -110.0 H i Equal -lite 24.964 +80.0 -110.0 F - Custom Size 22.131 - 24.963 +80.0 -110.0 Q Standard Prouew 20.194 - 22.130 +80.0 -110.0 '�saQ 49" Custom Size 18.131 - 20.193 +80.0 -110.0 Custom Size 16.131 -18.130 +80.0 -110.0 Custom Size 14.131 -16.130 +80.0 -110.0 1 Shortest 12.464 - 14.130 +80.0 -110.0 Equal -lite 25.777 +80.0 -110.0 rl Custom Size 24.131 - 25.776 +80.0 -110.0. ~ 0 Standard Prouew 20.844 - 24.130 +80.0 -110.0 L 50-5/8" Custom Size 20.131 - 20.843 +80.0 -110.0 F- Custom Size 18.131 - 20.130 +80.0 -110.0 Custom Size 16.131 - 18.130 +80.0 -110.0 Custom Size 14.131 - 16.130 +80.0 -110.0 Shortest 12.464 - 14.130 +80.0 -110.0 Equal -lite 31.964 +80.0 -110.0 Custom Size 28.131 - 31.963 +80.0 -110.0 Standard Prouew 25.794 - 28.130 +80.0 -110.0 Custom Size 24.131 - 25.793 +80.0 -110.0 63" Custom Size 22.131 - 24.130 +80.0 -110.0 Custom Size 20.131 -22.130 +80.0 -110.0 Custom Size 18.131 -20.130 +80.0 -110.0 Custom Size 16.131 -18.130 +80.0 -110.0 Shortest 13.194' - 16.130 +80.0 -110.0 Equal4ite 38.464 +80.0 -110.0 Custom Size 36.131 - 38.463 +80.0 -110.0 Custom Size 34.131 - 36.130 +80.0 -110.0 76" Standard Prouew 30.994 - 34.130 +60.0 -110.0 Custom Size 30.131 - 30.993 +80.0 -110.0 Custom Size 28.131 - 30.130 +80.0 -110.0 Shortest 26.194* - 28.130 +80.0 -110.0 Equal -lite 42.464 +80.0 -110.0 84" Custom Size 38.131 - 42.463 +80.0 -110.0 Standard Prouew 34.194* - 38.130 +80.0 -110.0 * MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 3/16" AN GLASS 3/16" HS GLASS .090" SG .090" SG 30 3/16" A� GLASS 30 3 1GLASS zs zs 1/2" NOM. 1/2" NOM. EXTERIOR GLASS BITE EXTERIOR GLASS BITE a a v GLASS TYPE 8 NOM. GLASS STACK AIRSPACE 118 AN GLA 1090" SG /8" HS GLASS Nom ElEttlaof"MI GLASS TYPE 10 v 13116"NOM. •• GLASS STACK 090" SG AIRSPACE 090" SG 1/8" TP GLASS 1/8" HS GLASS 31 74 r 5A OR 5B 1/2" NOM. EXTERIOR GLASS BITE a 1/2" NOM. EXTERIOR 70-73 5®OR 5B < GLASS TYPE 12 AIRSPACE 3/16" AN GLASS 5®OR1251 EXTERIOR. 13/16" NOM. GLASS STACK 090" SG 1/8" HS GLASS F 1/2" NOM. GLASS BITE GLASS TYPE 14 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. 34 v GLASS TYPE 9 •• 13/16" NOM. GLASS STACK •• 090" SG AIRSPACE •> 1/8" AN GLASS 3/16" AN GLASS 31 74 25 OR 5 roUJ 1/2" NOM. EXTERIOR GLASS BITE a < 35 OR 5 70-73 GLASS TYPE 11 13/16" NOM. nJ O Q_ c u_ p GLASS STACK •Z W 090" SG AIRSPACE J 1/8" TP GLASS 3/16" AN GLASS 31 74 s@OR 56 1/2" NOM. EXTERIOR GLASS BITE a GLASS TYPE 13 13116"NOM. GLASS STACK 090" SG AIRSPACE 3/16" TP GLASS 118" HS GLASS •' GLASS TYPE 15 AN=ANNEALED TP= TEMPERED HS= HEAT STRENGTHENED 0000 ci ccfb 4 Y •• W 00.000 U) •• • • . • •> Lu cl 0000•• 0!! • • m O• 0 roUJ .- 0 N • i w •� < iY • • N M• • 0� • nJ O Q_ c u_ p • ••• •Z W O p Z CD = = WN� J r` rg U © umoju W 6 J ~ Q J C) LLLZ c=_7 Q 9m 0 Z O Z U _ LL O cD = ® N CF) J 0 laa4S = Z H U) Q O Z J m CO H i QLLJ ti ti U F - J a. U) Q allll '�saQ sauas LYNN _\CENSF�� No. 58705 SATE 'F FZORIDI" \7 CONAL A. LYNN MILLER, P.E. P.E.# 58705 TABLE 6: Anchor Quantities Required for Description (Listed from Exterior to Interior) 1 1/8"AN, .090" PVB, 1/8" AN W •••••• z 2 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN Tip to Tip Width • � 5 3/16" AN, .090" PVB, 3/16" AN • >> 6 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 7 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, 25" �� • • F- w J ro• • U 33" Cl) 1 37 • •Z W 41" 2 LL N 45" 49" WU C) ®- 53-119' "Through -Frame" Installation I _Z ,� x ¢ 18" Jamb W c� Jamb Jamb Jamb Jamb Jamb Jamb � using Glass Types 1-7 Jamb _ 5 m LL 0 Bottom Sash 2 } u7 2 2-0 H 2 2- 2 2 iaa4S 2 a 2 2 a 2 g -0 2 2 'o Q Description Sash Height �, o= T. I— Z o=> o=> = �, o=> �, o= �, o= Z fA o= Q o= m for Giem Range Range (in) o CD o m $ � B a B o a o o - ¢ m .0 ¢ m ¢ m ¢ CO ¢ m ¢ m ¢ Co ¢ m 24" Equal -lite 12.464 1 2 1 1 2 1 1 2 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Equal -lite 15.964 1 2 1 1 2 1 1 Ij 21 1 1 1 2 2 1 2 2 1 1 2 2 1 2 1 21 1 2 2 31" Standard Prouew 12.994 - 15.963 2 2 1 2 2 1 2 2 2 2 2 2 2 2 1 2 2 2 2 3 2 2 2 J Shortest 12.464 - 12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Equal -lite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 Standard ProHew 15.944 - 19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 38-3/8" Custom Size 15.131 - 15.9431 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14.131 - 15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 1 2 Shortest 12.464 - 14.130 2 2 1 2 2 1 1 2 2 1 2 2 1 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 Equal -lite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 20.131 - 22.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Prouew 18.594 - 20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 45" Custom Size 16.131 - 18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 15.131 - 16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14.131 - 15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 12.464 - 14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Equal -lite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 22.131 - 24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Prouew 20.194 - 22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 49" Custom Size 18.131 - 20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 16.131 - 18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14.131 - 16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 L Shortest 12.464 - 14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Equal -lite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 -2- = Custom Size 24.131 -25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 Standard ProNew 20.844 - 24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a Custom Size 20.131 - 20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 50-5/8" Custom Size 18.131 - 20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 16.131 - 18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14.131 - 16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shortest 12. 464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Equal -lite 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Custom Size 28.131 - 31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Standard ProHew 25.794 - 28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 Custom Size 24.131 - 25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 63" Custom Size 22.131 - 24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 20.131 - 22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 18.131 - 20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 16.131 - 18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shortest 13.194' - 16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Equal -lite 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 36.131 - 38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 34.131 - 36.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 76" Standard Proeiew 30.994 - 34.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 30.131 - 30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 28.131 - 30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Shortest 26.194' - 28.130 4 1 2 1 1 4 1 2 1 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 3 2 Equal -lite 42.464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 1 3 4 1 2 3 1 4 2 1 3 4 2 84" Custom Size 38.131 - 42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 42 3 4 2 3 4 2 Standard Prouew 34.194' - 38.130 4 3 1 4 3 1 4 3 1 4 32 4 3 2 4 3 21 4 3 1 2 11 4 3 2 • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 0 TABLE 613: Glass Type Description (Listed from Exterior to Interior) 1 1/8"AN, .090" PVB, 1/8" AN W •••••• z 2 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 1/8" HS, .090" PVB, 1/8" HS • � 5 3/16" AN, .090" PVB, 3/16" AN • >> 6 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 7 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. •••• 0 OCP Y •• W •••••• z •�. U) •• �•• •• w •O • : �d •••••• O Q= • • • � O 0 • >> ao �N • z� �� • • F- w J ro• • U • Cl) Q J O am Z 0D _ • •Z W O CD 2 LL N J fg WU C) ®- umoic I _Z ,� x ¢ J ON W c� Q SMO 0> r .- Z O Z U _ 5 W m < LL 0 _ } u7 ® rn J H F- Z iaa4S X D Z)��1f < CC C V Q LL O C) I— Z = ti v = JU Z fA Q Q 5ll!1 asap sauaS \�ttllllll//// •�eZ` VIGENSF' * No. 58705 VTOF T ' i FCORIDP •' N, �'//SsONA� EN �1j1111111\� A. LYNN MILLER, P.E. P.E.# 58705 TAR[ F 7 Anchor Quantities Required for Description (Listed from Exterior to Interior) 8 3/16" AN, .090" SG, 3/16" AN 9 3/16" HS, .090" SG, 3/16" HS 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 11 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 12 Tip to Tip Width 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 14 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 15 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS U` N z � J7 • • •� 33" •W 37" Z (OD °2 = 41" O = LLl 45" ti Cg 49" J 53-1/8" "Through -Frame" Installation oN 18" 25" Jamb Ln Jamb Z o Jamb Jamb L) Jamb W J li] < Jamb using Glass Type 8-15 Jamb Jamb ® J04 F- U` Z ZQ a�r;<2 1aa4S 2 Z _ < rr Q O Z Bottom Sash g ~ 2i 2 v 2 2 2 Cn v2 Q Q 22Sash agil 'asap sauas tion Height m 3 ai d 3 'o 3 @. 3 3 y 3 . m 3 y 3p amiDesai Range (in) o' = o' _ = o o _ o = o' =o'o=o ofor Given Range a a) .o m -0 m � a m .0 6 a 5 � 5 ¢ m ¢ m ¢ m ¢ m In ¢ m ¢ m ¢ m 24" Equal -lite 12.464 1 2 1 1 2 1 1 2 1 1 2 2 1 1 2 1 2 1 2 2 1 2 2 1 2 2 Equal -lite 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 1 2 1 2 1 21 1 2 2 1 2 2 31" Standard Proview 12.994 - 15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 Shortest 12.464 - 12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Equal -lite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Proview 15.944 - 19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 38-3/8" Custom Size 15.131 - 15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14.131 - 15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 Shortest 12.464 - 14.130 2 2 1 2 2 1 2 2 1 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 Equal -lite 22.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 Custom Size 20.131 - 22.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 Standard Proview 18.594 - 20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 45" Custom Size 16.131 - 18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 15.131 - 16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 14.131 - 15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Shortest 12.464 - 14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Equal -lite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Custom Size 22.131 - 24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Standard Proview 20.194 - 22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 49" Custom Size 18.131 - 20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 Custom Size 16.131 - 18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Custom Size 14.131 - 16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 L Shortest 12.464 - 14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Equal -lite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 a Custom Size 24.131 - 25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 ~ 0 Standard Proview 20.844 - 24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 a Custom Size 20.131 - 20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 50-5/8" Custom Size 18.131 -20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 Custom Size 16.131 - 18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Custom Size 14.131 -16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Shortest 12.464 - 14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Equal -lite 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 3 Custom Size 28.131 - 31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 Standard Proview 25.794 - 28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 Custom Size 24.131 - 25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 63" Custom Size 22.131 - 24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 Custom Size 20.131 - 22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 Custom Size 18.131 - 20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 Custom Size 16.131 - 18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3 Shortest 13.194' - 16.130 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 Equal -lite 38.464 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 Custom Size 36.131 - 38.463 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 Custom Size 34.131 - 36.130 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 76" Standard Proview 30.994 - 34.130 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 4 4 3 Custom Size 30.131 - 30.993 3 3 j42 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 3 4 4 3 Custom Size 28.131 - 30.130 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 3 4 4 3 Shortest 26.194` - 28.130 4 2 1 4 2 1 4 2 2 4 3 2 4 3 2 4 3 3 4 3 3 Equal -lite 42.464 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 5 3 Custom Size 38.131 - 42.463 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 4 4 3 4 5 3 Standard Proview 34.194' - 38.130 4 3 1 4 3 1 4 3 2 4 3 2 4 4 2 4 4 3 4 4 3 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 TABLE 7B: Glass Type Description (Listed from Exterior to Interior) 8 3/16" AN, .090" SG, 3/16" AN 9 3/16" HS, .090" SG, 3/16" HS 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 11 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 12 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 13 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 14 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 15 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. \�11111111//��/ \ �•��ONY LYNNM/',,�, �'`.•• �.10ENSF' .�� * No.58705 TE IF 4U S <(i IONAL A. LYNN yvIILILE�f�, P.E. P.E.# 58705 W •••••• z ••• U) •• .00..* w •O • > : wm 0 •••••• o �• 0 U` N z � J7 • • •� i <`i • ; M O J O rLCn•• •W Z (OD °2 = O = LLl J_ ti Cg W U J J UMOJQ oN Or > a Ln Z o Z L) 0 W J li] < W O ® J04 F- U` Z ZQ 1aa4S 2 Z _ < Q O Z 00 _ ~ LU U 2 Z Cn Q Q agil 'asap sauas \�11111111//��/ \ �•��ONY LYNNM/',,�, �'`.•• �.10ENSF' .�� * No.58705 TE IF 4U S <(i IONAL A. LYNN yvIILILE�f�, P.E. P.E.# 58705 I INSTALLATION OPTION 1 EDGE DISTANCE _ f- _ _ _ _ _ _ ANCHORED THROUGH T FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. I I D EMBED- MENT EDGE ° b 1 t DISTANCE + 1/4" MAX SHIM 2-1/2" 1-1/4" o P.T. Southern Pine (SG=0.55) 1" 1-3/8" 27 L------ 1---J 1 SEE TABLE ` NOTE B, FOR HEAD TYPE 30 18 •° TYP. ANCHOR TYPE, ° FIXED EMBEDMENT AND VISIBLE sauasA EDGE DISTANCE PER LIGHT SUBSTRATE, SEE HEIGHT TABLE 8. 1 32 TIP TO TIP HEIGHT SASH VISIBLE LIGHT HEIGHT EXTERIOR a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE SEE USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS OPTIONAL HI -RISE SILL SHOWN. SEE 1" WEEP 42 SHEET 10 FOR NOTCH AT STANDARD SILL. EACH END 1 /4" MAX. SHIM NO ANCHORS ° • • REQUIRED IN "° •• °•' ° FLANGE OR EQUAL -LEG FRAME SILLS ° VERTICAL SECTION B -B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. — EMBEDMENT 1/4" MAX SHIM �1 FIXED VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 1!4" MAX SHIM —�{ I-+— ° • ° SASH VISIBLE � 17 I ° EDGE LIGHT WIDTH ° DISTANCE 31 \—.ID @ OR 56 TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A TART F R iHIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL Anchor Substrate Min. Edge Min. Embedment Distance P.T. Southern Pine (SG --0.55) 9/16" 1-3/8" #12 Steel, 18-8 or 410 Aluminum, 6063-T5 ruin. 3/8" 0.063" SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" 410 SS C reteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Steel Ultr A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH @SASH &FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT (EQUAL -LITE) TIP TO TIP HEIGHT12 - 3.73" HEIGHT (PROVIEW) @FIXED LITE: TIP TO TIP HEIGHT/2 + 3.78" @SASH: TIP TO TIP HEIGHT/2 - 11.93" HEIGHT (CUSTOM SASH) @FIXED LITE: TIP TO TIP HEIGHT -SASH HEIGHT - 3.55" @SASH: SASH HEIGHT -4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS 00000* DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. C] � • • v~j w O• O � � w cn 02 = = LU � � � v W� � p ©� J uMoJ Q J °N W .-. 2 Q imp C04 LL ) Z � o Z Z LL _� O rn Z � ® cv W O = Z U �aa45 Q :DX O � W O lLLJ y � Z = V J J U% Q ►L DWI GENSF No. 58705 � 4u OF `s/ONAL /!///IllllW Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" acon P.T. Southern Pine (SG=0.55) 1" 1-3/8" A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH @SASH &FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT (EQUAL -LITE) TIP TO TIP HEIGHT12 - 3.73" HEIGHT (PROVIEW) @FIXED LITE: TIP TO TIP HEIGHT/2 + 3.78" @SASH: TIP TO TIP HEIGHT/2 - 11.93" HEIGHT (CUSTOM SASH) @FIXED LITE: TIP TO TIP HEIGHT -SASH HEIGHT - 3.55" @SASH: SASH HEIGHT -4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS 00000* DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. C] � • • v~j w O• O � � w cn 02 = = LU � � � v W� � p ©� J uMoJ Q J °N W .-. 2 Q imp C04 LL ) Z � o Z Z LL _� O rn Z � ® cv W O = Z U �aa45 Q :DX O � W O lLLJ y � Z = V J J U% Q ►L DWI GENSF No. 58705 � 4u OF `s/ONAL /!///IllllW asap sauasA \ A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. BUCK HEIGHT NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS EDGE DISTANCE —Y------ _ _1 I ----I EMBED- MENT EDGE DISTANCE 1/4" MAX SHIM SEE TABLE / 3 NOTE B, FOR HEAD TYPE VERTICAL SECTION B -B TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 1/4" MAX. SHIM TARI F R - INSTALLATION OPTION 2 INSTALLATION INSTALLATION OPTION 3 OPTION 4 ANCHORED THROUGH FRAME ANCHORED THROUGH ANCHORED THROUGH FRAME AND 1X FRAME INTO METAL DIRECTLY INTO CONCRETE/CMU. Southern Pine (SG --0.55) BUCKSTRIP INTO CONCRETE/CMU. 1-3/8" #12P.T. Steel, Aluminum, 6063-T5 min. SEE NOTE 2, THIS SHEET. EMBEDMENT EMBEDMENT 1/4" MAX SHIM A36 Steel 1/4" MAX SHIM , ° a Steel Stud, Gr. 33 min. SASH VISIBLE 17 LIGHT WIDTH o a EDGE ° Concrete (min. 3.35 ksi) 1" DISTANCE 19. a FIXED VISIBLE LIGHT WIDTH Ungrouted CMU, (ASTM C-90) 2-1/2" ° a L P.T. Southern Pine (SG=0.55) 1" ° ° Concrete (min. 2.85 ksi) 44 1-3/8" 31 5 OR 5B oN 6 Q Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" F— BUCK WIDTH — TYP. ANCHO\TYPE, U EMBEDMEHORIZONTAL EXTERIOR SECTION A -A EDGE DISTAN SUBSTRATE, SEE 0 LLO TABLE 8. 1/4" MAX. SHIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLE 8. Anchor INSTALLATION EQUAL OPTION 4 LEG/BOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN Southern Pine (SG --0.55) Anchor Substrate Min. Edge Min. Embedment LU 0000 z 000.0• • `•• Distance •• N • • w Southern Pine (SG --0.55) 9/16" 1-3/8" #12P.T. Steel, Aluminum, 6063-T5 min. 3/8" 0.063" 188-8-8 or 410 SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) Concrete (min. 3.35 ksi) 1" 1-3/4" 114" SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" eF P.T. Southern Pine (SG=0.55) 1" 1-3/8" umoj(7 Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Steel oN Q Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" F— P.T. Southern Pine (SG=0.55) 1" 1-318" A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES: VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH & FIXED LITE: BUCK WIDTH - 4.12" HEIGHT (EQUAL -LITE) BUCK HEIGHT/2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT/2 + 4.28" @SASH: BUCK HEIGHT/2 - 11.43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" @SASH: SASH HEIGHT -4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. •00• • • •a� • LU 0000 z 000.0• • `•• U) •• N • • w V•••7 • V` • 7L'l .� 000 • O w ;••• �n J • • �X Z • 2 I.I.Ir 2 9 78 U umoj(7 W CC)© J ~ W d' 9 a J oN Q 9Mp � 0 F— z o z U � c� 0 LLO 00 rn ® M J H U � U U-1 Z � laa4S H U) X O W O z of Q W U d W Q w al111 asap sauaS LYNAI* LICENSE' N0.58705 —0T `f O F� i 'Z 0RIDp`,•'' N%%....... � S G 'ONAL A. LYNN MILLER, P.E. P.E.# 58705 BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT 1 EXTERIOR a 1" WEEP NOTCH AT - EACH END SASH VISIBLE LIGHT HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE; SEE TABLE 9. (SCREW SHOWN) EDGE DISTANCE �- EMBEDMENT n O EDGE U DISTANCE I 1/4" MAX SHIM SASH VISIBLE 1/4" MAX SHIM } A I 5 LIGHT WIDTH 17 1/4,, MAX. EMBEDMENT SHIM \_ ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. 7�1_� 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS STANDARD SILL SHOWN. SEE 33 PREVIOUS SHEET FOR OPTIONAL HI -RISE SILL. 1 /4" MAX dT SHIM D A r EDGE DISTAN EMBEDMENT VERTICAL SECTION D -D FIXED VISIBLE LIGHT WIDTH EDGE DISTANCE EMBEDMENT BUCK WIDTH HORIZONTAL SECTION C -C TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DADE APPROVED MULLION, FBC OMPLIANT ALUMINUM/STEEL FRAMING R STEEL STUD. MAY BE VERTICAL OR ORIZONTAL. SEE SUBSTRATE ROPERTIES, TABLE 9. TART F 0- #10 OR #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 9. INSTALLATION OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Distance Min. Embedment 2-1/2" x .113" Box Nail P.T. Southern Pine (SG=0.55) 5/16" 2.438 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 #10 Steel Trusshead Screw or #12 Steel, 18-8 or 410 SS Screw P.T. Southern Pine (SG=0.55) 1/2" 1.375 0.125" Aluminum, 6063-T5 min. 5/16" 0.125 0.050" A36 Steel 5/16" 0.05 0.045" (18 Ga) Steel Stud, Gr. 33 min. 5/16" 0.045 A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. DISTANCE PER SUBSTRATE, SEE TABLE 9. (NAIL SHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIDTH @ SASH & FIXED LITE: BUCK WIDTH - 4.12" HEIGHT (EQUAL -LITE) BUCK HEIGHT/2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT/2 + 4.28" @SASH: BUCK HEIGHT/2 -11.43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55" @SASH: SASH HEIGHT -4.60" NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 9\A LYNN,y�''%, KENS No.58705 ST E O,� • <v "4ORI01".•' //S'ONAL ENG A. LYNN MILLER, P.E. P.E.# 58705 • o N � • • • • 0000 •• •• • 0000 0000•• •• • •• • 0000 • 00** •• •� • LU 0000 z ` � •• > 000.0• •�• • • w •• •• �• • • (J UJ •C O •O U) tMee 09 CQ O ' atop W C0 LU �� F w 0 i ' • C� • • • 0� Z ppp O -AOL-., • IL N Z LL °Dx W 0� coo � = u1 s - • t r� �e U ""'C7 W 00 O J H Z 19t J _jpM LLI 2¢ O� H p � Z O Z U t Z O LL ::) H O (0 = U rn ® LU rn J (n C� X aaa45 = Z Z Q LL o Q oZ W C9 r- U J Z U) Q a�;l1 asap sa!�as 9\A LYNN,y�''%, KENS No.58705 ST E O,� • <v "4ORI01".•' //S'ONAL ENG A. LYNN MILLER, P.E. P.E.# 58705 • 2.560" - 3.185" 2.060" �I 2.848" 2.848" {�- .062" 1.125" 2.112" 1.489" .062" .062" 2.848" .987" 062" 062"062" 062" 2.724" 2.724" 2.724" 1.125.. as rai<a{�lyit wits M: (i3r�<v �:iniing t D vtc�ild At tl INTEGO FLANGE FRAME HEAD O HEAD RAL FIN FRAME O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB O INTEGRAL FIN FRAME O EQUAL LEG FRAME JAMB _ o . • • • 2.798" 2.798" 2.798" 2.798" 2.798" 2.798" • r •• • •••• • • • •••••• •• • •• • 00 3.466" 2341 062" 062" .062" 1.125" FLANGE FRAME SILL O7 FLANGE FRAME SILL + sO EQUAL LEG FRAME SILL ip HI -RISE+ OB INTEGRAL FIN FRAME SILL 2.273" -� 1.300" 120" 2.273" ---� { 170"SILICONE 2'772 2.211" 2.105" '062 2.150" 062., 1.235" .062" .062" --� �- � 1.300" 1.300" I� - �j 1.300" Imo-- SASH ia SASH TOP RAIL to FIXED MEETING RAIL is BOTTOM RAIL - is SASH BOTTOM RAIL 17 SASH SIDE RAIL HI -RISE 1.446" + 1.522 -�{ 040" .634" .465" -� -� .617" .496"� I I 627"BUTYL .040" • 802 .813" � 1.370" - II � .070" .070" .045" -�1I� 050" 18 HEAD COVERNCHOR ly SASH STOP COVER 2sA IG BEAD zse IG SNAP BEAD zs 5/16" LAMI BEAD 27 7/16" LAMI BEAD 3.00 3.508" 062" 062" 1.125 EQUAL LEG FRAME 12 SILL HI -RISE �� INTEGRAL FIN FRAME O SILL - HI -RISE HOT -MELT BUTYL STRUCTURAL POLYISOBUTYLENE 114" NOM. STRUCTURAL 3116" NOM. WITH SILICONE DESICCANT DEOAM SICCAINT EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS 70 KODISPACE 4SG TPS 71 SUPER SPACER® NXT TM ALUMINUM DESICCANT FILL POLYISOBUTYLENE REINFORCEMENT SEAL 5/16" NOM. ROLL -FORMED SILICONE SEAL & STAINLESS STEEL DESICCANT FOAM EXT.GLASS EXT. GLASS ® INT. LA TM INT. GLASS 72 DURASEAL SPACER 73 XL EDGE SPACER •••• • • v w •••• Z i •••••• ' Q• • w o •• •• Lu N •i • w Z O • Fw R= ZO LL ( m_ = W N W U po o©� W ¢ O o > n} Z o . • . CR `• b • o *,I( - C/) (A lu Z • •• ^2.841" •4.133" • • �. �• ti ~ pMp Lt- O 0 1aa45 Q o ' sauas a}p ••• .. J J Q U) Z U z W W (0 Z z Q cg UMOIp O ? cr w co N ® Q, C = Q LL 0 w v a}}.1 asap �`,� LY1VN ��i '��O' No. 58705 - * - - - WA� O'. !V � '•.�CORIDP.••' � � ,/!ONAL i0��`\ A. LYNN MILLER, P.E. P.E.# 58705 T ARI G 11 Item PGT Part # Description Material 1 642001 Head, Flange Alum. 6063-T6 2 624017 Head, Integral Fin Alum. 6063-T6 3 624028 Head, Equal -leg Alum. 6063-T6 4 624004 Jamb, Flange Alum. 6063-T6 4A A36 Steel Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063-T52 5 624020 Jamb, Integral Fin Alum. 6063-T6 5A • 0 Jamb, Integral Fin (Used For Alternate Radius Top Head) Alum. 6063-T52 6 624031 Jamb, Equal -leg Alum. 6063-T6 6A - WT N Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum. 6D63 -T52 7 624002 Sill, Flange Alum. 6063-T6 8 624018 Sill, Integral Fin Alum. 6063-T6 9 624029 Sill, Equal -leg Alum. 6063-T6 10 624003 Sill, Hi -Rise, Flange Alum. 6063-T6 11 624019 Sill, Hi -Rise, Integral Fin Alum. 6063-T6 12 624030 Sill, Hi -Rise, Equal -leg Alum. 6063-T6 13 624006 Sash Top Rail Alum. 6005A -T61 14 624005 Fixed Meeting Rail Alum. 6005A -T61 15 624012 Sash Bottom Rail - Hi -Rise Alum. 6063-T6 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063-T6 18 624051 Head Anchor Coyer Alum. 6063-T6 19 624015 Sash Stop Alum. 6063-T6 25A 624009 IG Bead Alum. 6063-T5 25B 624011 IG Snap Bead Alum. 6063-T5 26 624013 5/16" Lami Beading Alum. 6063-T6 27 624026 7/16" Lami Beading Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 724046 Sweep Latch (@ Top Rail) Cast Zinc 33 624049 Bottom Latch (@ Sill) Alum. 6063-T6 34 a�aij Setting Block (1/8" X 1/2" X4") Neoprene 35A IG Setting Block (1/8" X3/4" X4") Neoprene 35B 724014 IG Snap Setting Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270" x .187", Fin Seal (@ MR) 44 67S16G Weatherstrip, .170" X.270", Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .170" X.187", Fin Seal (@ Top Sash Rail) 46 varies Balance with Co\er & Trim Rigid Vinyl 51 781PSQX #8 X 1" PH SMS (Assembly) Stainless Steel 55 7834AA #8 X 3/4" Ph. PN SMS (Balance) Stainless Steel 63 - Alum. Screen with Fiberglass Mesh Varies 70 - Kommerling Kodispace 4SG TPS See Sheet 71 72 - - Quanex Super Spacer nXT Quanex Duraseal Spacer 10 for Materials 73 - Cardinal XL Edge Spacer 74 - Dow 791, 899 or GE 7700 Backbedding Silicone A 1) ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ; Im ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). km FIXED MEETING RAIL SASH BOTTOM RAIL INTERIOR TABLE 10: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS Material Min. Fy Min. F„ Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UltraConO 155 ksi 177 ksi 410 SS Elco CreteFlexV 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi •••• • • .• cp • . .� > •••••. U7"_• 'n w 00 00 w 00, n•.•• w • aaDQ N • z w [If Qom. O LL, J ••• •� U • 0 Z O u- F- = ., .a• W " r` - WT N W (.)W 0 J ¢ W J LJMDJQ ON 7� c=7 C) Q SMO > H 07 CL Z O Z z O Q ®LLJW J C\1 xi0 = Z W 1aa45 ~Z LL o C) o Z_ o W O w Q m sauaj a�aij Dsap \\ %I IIIII111/ N� LYNN �'%. No. 58705 SAT5 OF 40 .,gORIOP.•' �N S "'//S/0NA� E A. LYNN MILLER, P.E. P.E.# 58705 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FOR ANCHOR QUANTITIES, SEE TABLES 12-14 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El 300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. A 76" OVERALL HEIGHT 75" BUCK HEIGHT SEE WEEPHOLE NOTES THIS SHEET 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7891 & 18-7891.01; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Glass Type Description (Listed from Exterior to Interior) DP Table # XO I OX XOX STD HD STD Anchor Table # XO I OX XOX STD HD STD 1 1/8"AN, .090" PVB, 1/8" AN 2 / 7 12 - 15 2 1/8" HS, .090" PVB, 1/8" HS 3 8 12 - 16 3 3/16" AN, .090" PVB, 3/16" AN 3 - 8 12 - 16 4 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 11• 7 12 - 15 5 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 7 12 - 15 6 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 - 9 12 - 16 7 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 - 9 1 12 1 - 16 8 3/16" AN, .090" SG, 3/16" AN 5 6 10 13 14 17 9 3/16" HS, .090" SG, 3/16" HS 5 6 11 13 14 18 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5 6 10 13 14 17 11 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5 6 10 13 14 17 12 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 6 11 13 14 18 13 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 6 11 13 14 18 14 13/16" LIG: 3/16" AN CAP , AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 6 1 11 1 13 14 18 15 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 6 11 13 14 18 SG= KURARAY SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. PVB = KURARAY TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED 23" O.C. 9" O.C. B ■ 75" BUCK WIDTH 76" OVERALL WIDTH DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE TABLES 2-11 LARGE & SMALL MISSILE IMPACT RESISTANT GLASS TYPES TABLE ...........................1 • M 69" SASH / ANCHOR QUANTITIES ................. ......... 69" / FIXED INSTALLATION / ANCHOR SPECS ....... VISIBLE EXTRUSION PROFILES ........................ 18 VISIBLE LIGHT / LIGHT / Oc*)p••• (D � ..� 34-3/8" a• LL x SASH Z (• r° 34-3/8" FIXED —) 11• VISIBLE ••� VISIBLE LIGHT :9 U @a _ J 00 � J LIGHT LWoJQ B ■ 75" BUCK WIDTH 76" OVERALL WIDTH DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE TABLES 2-11 LARGE & SMALL MISSILE IMPACT RESISTANT 22-1/2" O.C. 1 T9" MAX. (8-1/2" MAX. BUCK) TYP. FLANGE XO ELEVATION (OX SIM. MAX. DIMENSIONS ALLOWED SHOWN FOR ANCHOR QUANTITIES, SEE TABLES 15-1812" 22-1/2 O.C. 12" O.C. nC I 63" OVERALL HEIGHT 62' BUC HEIG SEE SHEET 17 FOR INTEGRAL FIN ANCHORAGE TYPE & SPACING USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-11. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 12-18. 4) INSTALL AS PER SHEET 15 FOR FLANGE INSTALLATION, SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN INSTALLATION. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). WEEPHOLE NOTES: 1) 1-5/8" X .300" WITH PLASTIC BAFFLE. 2) 1 WEEPHOLE LOCATED AT 4" FROM EACH END. 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. TYP. FLANGE XOX ELEVATION MAX. DIMENSIONS ALLOWED SHOWN CODES / STANDARDS USED •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 •AISC 360-10 EEPHOLE HEET GENERAL NOTES..................................1 8 ELEVATIONS..........................................1 GLASS TYPES TABLE ...........................1 • M DESIGN PRESSURES ........................... 2-9 ANCHOR QUANTITIES ................. ......... 10-14. INSTALLATION / ANCHOR SPECS ....... 15-17 EXTRUSION PROFILES ........................ 18 CORNER ASSEMBLY ............................19 PARTS LIST............................................19 LU z co 8 Y •fn > • • w • M • 3na •� • • • ; w `�- Cp a O U) r- 91 LLI to 9 Oc*)p••• (D � ..� a• LL x Z (• r° J• —) 11• =►.•4•.•• N i7 •O•• ••� l- •• :9 U @a _ J 00 � J J. rlj LWoJQ ¢ F- �•j•� c=7 O • U) Z 3mo CL o so • ••j••W J w W O m m06 ® N rn N U) w w 1aa4S O F-- = O Z Q Ii O J O Z rr w U Z Q w _ of;!1 asap sauaS \�IIIIIIiI// LYN � N No. 58705 ' gr OT' • STATE OF SIONAL ENG��• ///1111111 A. LYNN MILLER, P.E. P.E.# 58705 TAQI C 7 - Overall Width Glass Type: 1 Design Pressure (lbs/ft) for XO & OX Windows Meeting .Rail: Standard Glass Types: 2, 3, 5, 6, 7 Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 54' Overall Hgt. 6311 Overall Hgt. 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 + 5.0 -65.0 +65.0 -65.0 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 65.0 -65.0 +65.0 -65.0 37" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0.10'/+65.0 -65.0 +65.0 -65.0 49" +65.0 -65.0 +65.0 -65.0 +65.0 1 -65.0 +65.0 -65.0 +65.0 1 -65.0 61" +65.0 1 -65.0 '+65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 67" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +63.3 -63.3 q TAaI r- I Overall Width Design Pressure (lbs/ft2) for XO & OX Windows Glass Types: 2, 3, 5, 6, 7 Meeting Rail: Standard .090" PVB- 22-1/8" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 1 55" Overall Hgt. 1 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 2511 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 4911 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 6711 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2* 7411 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 20.0 +65.0 -72.2* NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. .090" PVB 1 /8" AN GLASS 1 /8" AN GLASS 30 24 1 /2" NOM. GLASS BITE EXTERIOR GLASS TYPE 1 13/16" NOM. GLASS STACK AIRSPACE 090" PVB 1 /8" TEMPERED 1/8" AN GLASS GLASS _ --W.0 t -UK ULAcs i Trta Z, s, e N f 18OR 1 B 33 OR (331 1/2" NOM. GLASS BITE 70-73 GLASS TYPE 5 3/16" AN GLASS .090" PVB 30 3/16" AN GLASS 23 1/2" NOM. GLASS BITE EXTERIOR 74 32 GLASS TYPE 3 13/16" NOM. GLASS STACK AIRSPACE 090" PVB 3/16" AN OR TP GLASS 1/8" AN GLASS 70-73 0�OR 33B GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) b --1/8" HS GLASS .090" PVB- W z i • • •O •(n 1/8" HS GLASS 30 ri ..O • 24 1� • o > • 1/2" NOM. •,- • O ch•••• (D � J a �• GLASS BITE EXTERIOR .. �� • C� CEJ O • .cam .79 um -o 74 32 DMG GLASS TYPE 2 13/16" NOM. GLASS STACK AIRSPACE 090" PVB 1 /8" TEMPERED 1/8" AN GLASS GLASS _ --W.0 t -UK ULAcs i Trta Z, s, e N f 18OR 1 B 33 OR (331 1/2" NOM. GLASS BITE 70-73 GLASS TYPE 5 3/16" AN GLASS .090" PVB 30 3/16" AN GLASS 23 1/2" NOM. GLASS BITE EXTERIOR 74 32 GLASS TYPE 3 13/16" NOM. GLASS STACK AIRSPACE 090" PVB 3/16" AN OR TP GLASS 1/8" AN GLASS 70-73 0�OR 33B GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) b Y W z i • • •O •(n na uj W •• • F ri ..O • 1� • o > • •,- • O ch•••• (D � J a �• -68•• ln ti �• .. �� • C� CEJ O • .cam .79 um -o DMG • U) 0 a - •• W • o • • U Qi CL.I LP •J W • J M �•• V+ LL p � O co W CV N 04 }aa4S O � 0C'4 0 = W LL O 0 O Z_ Z ' LU V J W = sa as osap sauaS LYNV//'�•,� `�� .• �`CENSF �/�� No.58705 �O0 WTIWO 71,i44/\ i �s •F�ORIDP.•''G\�� S'ONAL ////111111111` A. LYNN MILLER, P.E. P.E.# 58705 • TAD1 C A - Overall Width Glass Type: 4 Design Pressure (lbs/ft2) for XO & OX Windows Meeting Rail: Standard Y .cn 22-1/8" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 74" +65.0 -80.0 +65.0 1 -80.0 1 +65.0 -80.0 +65.0 -77.1 +64.9 -64.9 Overall Width Glass Types: 8 thru 15 Design Pressure (lbs/ft2) for XO & OX Windows Meeting Rail: Standard Y .cn 22-1/8" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 1 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9` 67" 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7'' 74" 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -90.0" --1 IU.0 rum VLt-%00 1 7rC0 U, 14, 1J, 1Y C, IJ 'GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE i 13/16" NOM. GLASS STACK AIRSPACE 090" PVB 1/8" AN GLASS-� 1/8" AN GLASS ORB . ■ Hi, Y .cn MGLASS BITE1 w�nv� EXTERI �• •11s ••� .090" SG HS GLASS 1/8" AN OR 70-73 O�OR 33B 090" SG 3/16" AN OR TP GLASS GLASS TYPE 4 EXTERIOR a U`--�j (3D2--//33 OR 336 GLASS TYPE 8 (ANNEALED) GLASS TYPE 10 (ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENED) GLASS TYPE 11 (TEMPERED) 7 Y .cn 13/16" NOM, GLASS STACK 3/16" AN OR AIRSPACE •11s ••� .090" SG HS GLASS 1/8" AN OR O 090" SG 3/16" AN OR TP GLASS 1 /8" AN OR 3/16" AN GLASS 30 HS GLASS 31 3/16" AN OR 74 1/2" NOM. 1AOR 16 n L TP GLASS 1/2" NOM. GLASS BITE HS GLASS TP GLASS GLASS BITE EXTERIOR a U`--�j (3D2--//33 OR 336 GLASS TYPE 8 (ANNEALED) GLASS TYPE 10 (ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENED) GLASS TYPE 11 (TEMPERED) W ? 13/16" NOM. GLASS STACK Y .cn 13/16" NOM. GLASS STACK AIRSPACE •11s ••� .090" SG AIRSPACE O .090" SG 1 /8" AN OR 3/16" AN OR QQ LL 't� TP GLASS z m x HS GLASS TP GLASS �• _ •.•�•• W. • No� ••i 1/8" HS GLASS 31 C) V o• ©� • 74 31 74 1�OR 1 B1/2" NOM. 1�OR 113 •� • •• 1/2" NOM. bu •' • W • JM W • IL GLASS BITE J Q O co m GLASS BITE EXTERIOR ( 7 � N EXT R N x O U) laa4S 33 OR 336 70-73 3�OR 33B 70-73 GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) GLASS TYPE 13 (TEMPERED),. GLASS TYPE 15 (TEMPERED) W ? 00 � . Y .cn i o • N •11s ••� -na of . •W O "000 W QQ LL 't� z m x J -� �• _ •.•�•• W. • No� ••i • C) V o• ©� • Mcg u940a0 5MG LD • C,� �• d �•z• 00 •� • •• bu •' • W • JM W • IL J Q O co m W ( 7 ® rn N N x O U) laa4S = W LL_ a Z z W ' U J W = Q agl1 ��sao sauaS \`1111111//// �•��\\\ GN\1 LYN''''• L\CENSE _ * No.58705 TATE OF pt P. 11111111111 A. LYNN MILLER, P.E. P.E.# 58705 Tens G a - overall WidthMeeting Design Pressure (Ibs/fl) for XO & OX Windows Glass Types: 8 thru 15 Rail: Heavy -Duty OR 3313 22-1/8" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1 76" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -109.8* 76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.8* GLASS TYPE 9 AIRSPACE 118" AN OR _ TP GLASS 1AOR 1B EXTERIOR a 13/16" NOM. GLASS STACK �I I X090" SG 6" AN GLASS 1/2" NOM. GLASS BITE 'GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • -110.0 FOR GLASS TYPES 8-13 & 15 FRAMES AIRSPACE 1/8" AN OR _ TP GLASS 113 0R E 13/16" NOM. �a GLASS STACK �i090" SG /8" HS GLASS 13/16" NOM. GLASS STACK AIRSPACE .090" SG 3/16" AN OR TP GLASS 1/8" HS GLASS / 1/ N2 OM. OR 1 B GLASS BITE 33 OR (33B)-/33 3/16" AN OR OR 3313 70-73 HS GLASS SG GLASS TYPE 12 (ANNEALED) .090" (TEMPERED) 3/16" AN OR 30 • HS GLASS 23 ti • o U' �I•••••Zvi & Q• O c') ~ uj 1/2" NOM. 07 OO • a cn GLASS BITE EXTERIOR O Z u-'�' m z 1 a 174 32 GLASS TYPE 8 GLASS TYPE 9 AIRSPACE 118" AN OR _ TP GLASS 1AOR 1B EXTERIOR a 13/16" NOM. GLASS STACK �I I X090" SG 6" AN GLASS 1/2" NOM. GLASS BITE 'GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • -110.0 FOR GLASS TYPES 8-13 & 15 FRAMES AIRSPACE 1/8" AN OR _ TP GLASS 113 0R E 13/16" NOM. �a GLASS STACK �i090" SG /8" HS GLASS 13/16" NOM. GLASS STACK AIRSPACE .090" SG 3/16" AN OR TP GLASS 1/8" HS GLASS / 1/ N2 OM. OR 1 B GLASS BITE 33 OR (33B)-/33 70-73' OR 3313 70-73 GLASS TYPE 10 (ANNEALED) GLASS TYPE 12 (ANNEALED) GLASS TYPE 11 (TEMPERED) GLASS TYPE 13 (TEMPERED) NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. EXTERIOR a 1/2" NOM. GLASS BITE 70-73 33A OR 33B GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) W z Y Q 0 00 0- 0 :me (D 0 00 U) LLJ Q ti • o U' �I•••••Zvi & Q• O c') ~ uj 07 OO • a cn �� •z O Z u-'�' m z •v •� fr• o • tW- Z•d�•• _ ¢ Q• di 'k • 2 F- 0MQ O > • =0 • (n OL o U LL 0 O Q O � W ® rn N cli �aayS H O U) 0 = W a Q O Z d O Z_ Z ' W U J W = Q 0 a0ll .,Sap.7" \\1 /// .�`` ANY NN /'',, LY LICENSE No.58705 _ -02 TE� 4�� 'O�C�S •' F�ORIDP . �� S ; ONAL 1 \ IN \`�� A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Sash Width Range In 9 ) Types: 1, 4, 5 Design Pressure (lbs/ft2) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1 �/4-1/2-1/4 12.038 - 12.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 44" 11/3-1/3-1/3 12.053 - 15.008 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 WW y • ©� � F- -n.. G 1/4-1/2-1/4 12.038 - 13.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 49" 1/3-1/3-1/3 13.303 - 16.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 U-) 1/4-1/2-1/4 12.038 - 14.333 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 53-1/8" 1/3-1/3-1/3 14.334 - 18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 " Y4_1/2_1/4 12.038 - 16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 61 1/3-1/3-1/3 16.303 - 20.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4-1/2-1/4 12.038 - 20.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 76" custom 20.053 - 22.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3-1/3-1/3 22.186 - 25.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4-1/2_1/4 ** -24.082 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 92-1/8" custom 24.083 - 26.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 1/3-1/3-1/3 26.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4-1/-1/4 -25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 97" custom 25.303 - 27.185 j +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 custom 27.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.6 -58.6 1/4-1/2- Y4 "" -28.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 109" custom 28.303 - 29.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.8 -59.8 +51.3 -51.3 custom 29.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +52.5 -52.5 120" 1/a -1/2-1/a 1 `* -31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924 2 MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE r 1/8"AN GLASS .090" PVB 1 /8" AN GLASS 30 24 i 1/2" NOM. GLASS BITE EXTERIOR 74 32 GLASS TYPE 1 13/16" NOM. GLASS STACK AIRSPACE 090" PVB 1/8" AN GLASS 1/8" AN GLASS 6• :OR 1 B MI EXTERIOR OGLASS BITE R ® GLASS - • , \\\%%%III11/111/ �d��NY LYNNtiii •,�� . oGENSF ''• �(�\� Q. No. 58705 P4T,K. 0 '. STATE OF . ZORIDP. ,, ONAL/1111100��` A. LYNN MILLER, P.E. P.E.# 58705 13/16" NOM. I GLASS STACK AIRSPACE • (A 090" PVB 1/8" TP 1 1/8" AN GLASS •x •• •�- W m GLASS 31 atop r 74 16OR 1B 1/2" NOM. •Z A O •acn OZ LL•CAO• �F GLASS BITE EXTERIOR °r= •-J••� N• '�ll• f}1 •: R a • • • ,C8 WW y • ©� � F- -n.. G 70-73 33 OR 336 GLASS TYPE 5 \\\%%%III11/111/ �d��NY LYNNtiii •,�� . oGENSF ''• �(�\� Q. No. 58705 P4T,K. 0 '. STATE OF . ZORIDP. ,, ONAL/1111100��` A. LYNN MILLER, P.E. P.E.# 58705 00 W ? > • (A 1 00 •x •• •�- W m •fn o. •••••o � atop r (� • =L••••• OF w _l M•••• C9d• •Z A O •acn OZ LL•CAO• �F p °r= •-J••� N• '�ll• f}1 •: R •� • • • • • ,C8 WW y • ©� � F- -n.. G • [/.R0/Q O!V • Il! �• • LD �• DMO 00,>L ozoo • O •• • •J m r 09 JO LL O cD rn W U-) C Z) iaa4S x OU) Vj D = W � 2 Of o O C) Z_ Z LU' v of J W = Q O al7'1 asap sauas \\\%%%III11/111/ �d��NY LYNNtiii •,�� . oGENSF ''• �(�\� Q. No. 58705 P4T,K. 0 '. STATE OF . ZORIDP. ,, ONAL/1111100��` A. LYNN MILLER, P.E. P.E.# 58705 TABLE & Sash Configuration Width Range In c ? Glass Types: 2, 3 Design Pressure (Ibs/ft2) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. � 14_1/2-1/4 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 1/8" HS GLASS 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 rn 1/3-1/3-1/3 .090" PVB +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/8" HS GLASS -80.0 53-1 /8 1/4-1/2_1/4 12.038 - 14.333 +65.0 X0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 30 J 1/g-1/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 24 1/4.1/2_1/4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/2" NOM. 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/2_1/4 GLASS BITE +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 76" custom 20.053 - 22.185 EXTERIOR -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/2_ �4 ** - 24.082 +65.0 -80.0 74 -80. b +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 32 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/S-1/3 1/3 26.186 - 31.048 +65.0 -80. G +65.0 -80.0 GLASS TYPE 2 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/a_%2_1/4 ** - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.Q -80.0 +65.0 -80.0 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/S-1/3-1/3 27.186 -32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/2-1/a ** - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 3/16" AN GLASS -80.0 +65.0 -80.0 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 090" PVB +65.0 -80.0 1/g-�s-1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 3/16" AN GLASS -80.0 1/4_2_1/4 ** - 29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 30 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 23 1/3-1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/2" NOM. ** - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 120" custom GLASS BITE +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 custom 33.186 - 38.222 EXTERIOR -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 a 74 32 GLASS TYPE 3 11 " MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 " MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. Overall Width Sash Configuration Width Range In c ? Glass Types: 2, 3 Design Pressure (Ibs/ft2) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. � 14_1/2-1/4 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 1/4- �2-1/4 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 rn 1/3-1/3-1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1 /8 1/4-1/2_1/4 12.038 - 14.333 +65.0 X0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 J 1/g-1/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" 1/4.1/2_1/4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/g-1/3-1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/2_1/4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/2_ �4 ** - 24.082 +65.0 -80.0 +65.0 -80. b +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/S-1/3 1/3 26.186 - 31.048 +65.0 -80. G +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/a_%2_1/4 ** - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.Q -80.0 +65.0 -80.0 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/S-1/3-1/3 27.186 -32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/2-1/a ** - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/g-�s-1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_2_1/4 ** - 29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/2_1/4 ** - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Approved as complying wM tt Flo -ride Bpiding 4 Codd$ _10ENSF' N0.58705 SATE OF �s �'•F�ORIDP .•'G\�� S'ONAL �N\`\�� 7//111111\\\ A. 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P.E.# 58705 TABLE 9: Overall Width Sash Configuration Sash Width In Range 9 (in) 2 Glass Types: 6, 7 Design Pressure (Ibs/ft) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" 1/4-1/-1/4 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 •v 1/3-1/3-/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 1/4-1/-1/4 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1/8" 1/4_1/2_1/4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 W 1/3-1/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61 " 1/4-1/2-1/4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4-1/2-1/4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.9B 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4- Y2-1/4 •* -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1 A +65.0 -67.5B 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 /3-1/3-1/3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/2-y4 ** -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.513 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 1/3-1/3-Y3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4-1/2-1/4 ** -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1 A +65.0 -67.5B 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 1/3-1/3-1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 1/4-1/2-4 ""` -29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 1/3-/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 1/4-1/2-y4 `* -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 -68.4 custom 33.186 - 38.222 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 "* MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 " MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. "-80.0 FOR GLASS TYPE 7 a-75.0 FOR GLASS TYPE 7 13/16" NOM. GLASS STACK AIRSPACE .090" PVB 3/16" AN OR TP GLASS 1/8" AN GLASS 1�OR 1 B 1/2" NOM. ctco GLASS BITE EXTERIOR UJ a 33 OR 313 70-73 GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) ci LU z ctco Y (n UJ v • •• 0 w O• gin O �•••••? W JOso••�n 0 U) •� 4 Z CD m = •v ry 41 �•�!••:N d' C%•� • .If 4 • •K8 umt'o • J W 141 O; �} � •a••• SMO Q d • • •• •• • • • W -coi • 'r • Q LL O rn w ® 04 0 � 1aa45 HO 0 = W a Q O d O Z Z LU U J W = Q 0 a"!1 asap sauag \\%\ \ 111111 / 1 //�i i �\CEN �SE •,�� i NO -58705 '•ATE OF (� /ONAL 11/11111\\\\ A. LYNN MILLER, P.E. P.E.# 58705 11 TARI F in. Overall Width Sash Configuration SasWidth Range (in) Glass Types: 8, 10, 11 Design Pressure (Ibs/ft2) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. •4f) 1/4-1/2-1/4 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 44" 1/3-1/3-1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/2_1/4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/3-1/3_1/3 13.303 -16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 = 1/4_1/2_1/4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8" 1/3-1/3_1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 " 1/4-1/2_1/4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61 1/3-1/3-1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-12 _1/4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 76" custom 20.053 -22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 22.186 -25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/2-1/4 ** -24.082 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 1/3-1/3-1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 1/4-1/2-1/4 ** -25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 1/3-1/3-1/3 27-186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -98.9 1/4_1/2_1/4 ** -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 1091, custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 1/3-1/3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 1/4-1/-Y4 ** -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 1/4-1/2-1/4 ** -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 -91.5 custom 33.186 - 38.222 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 1 -110.0 +80.0 -90.6 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. C:iil_V[e1r_FXy 090" SG 3/16" ANGLASS 1 1/2" NOM. GLASS BITE EXTERIOR a GLASS TYPE 8 13/16" NOM. GLASS STACK AIRSPACE 090" SG 1/8" AN OR TP GLASS I 3/16" AN GLASS OR Ire�Hi�GLASS BITE EXTERIOR I �I 70-73 33A OR 33B GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) GLASS TYPES 8 -15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES W z >• - � Y 'naa • • to • •• 0 •4f) 0 ('4000%.2 � LC • 0000 � O0 ..•. Z 0: O LL CO00OIL (0 • Le �• (� x LLr•t•••••N _j •• r• • U I� 0 w �•••©� •J �I• • .0 a �'"; GMG • • o. Nr a O �••0 .� •moi •_ • •• •• • U :� •m O• M ILL O < 00 ® rn tV W # F O Z) U) �aa4S D = W � o O Z Z U' , U J W = aql '35aG sauaS �.�� GNY LYI�M ''•. i _ No. 58705 7 ATE F (�� F�ORIDP.. SG S CONAL IEN A. LYNN MILLER, P.E. P. E.# 58705 TARI F 11- Over-all 1- Overall Width SashGlass Configuration n/idt Range (in) Types: 9, 12, 13, 14, 15 Design Pressure (Ibs/ft2) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. F67 Overall Hgt. 1 1/4_1/2_1/4 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 EXTERIOR 1/3-1/3-1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 4-1/2-1/4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8" 1/4_1/2_7/4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Iaa4S 1/3-1/3-1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/4_1/2_7/4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 W 1/3-1/3-1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 14-1/2-1/4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 y4-7/2-1/4 ** -24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7- 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3_1/3 1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4_2_1/4 ** -25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4_1/2-1/4 ** -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3 1/3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/2-1/4 ** -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0' -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/2-1/4 ** - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 custom 33.186 - 38.222 +80.0 1 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. *-110.0 FOR GLASS TYPES 9, 12, 13 & 15 GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES 11 •• 00 3/16" HS GLASS .090" SG 3/16" HS GLASS 30 1 •• 'A%8 23 1/2" NOM. • 0 W a; r� GLASS BITE EXTERIOR • .� O . v S _ 74 32 Ou Z•i COp m= GLASS TYPE 9 13/16" NOM. GLASS STACK AIRSPACE .090" SG 1/8" AN OR TP GLASS 1/8" HS GLASS EM111l , : , W c!J U 70-73 33 OR 336 GLASS TYPE 12 (ANNEALED GLASS TYPE 13 (TEMPERED) 13/16" NOM. GLASS STACK AIRSPACE 090" SG 3/16" AN OR TP GLASS 1 /8" HS GLASS 6. • GGNB' �� NJ U 70-73 33 OR 336 GLASS TYPE 14 (ANNEALED GLASS TYPE 15 (TEMPERED) • •• 00 .- .. > .... W .CD 1 •• 'A%8 • • 0000 • 0 W a; r� 6 4 ..• Z W • .� O . v S _ Ou Z•i COp m= �� W •� H W ♦Vl 00 J i D (] • > a oZ Z v W m O ILL J ¢ O m O C" W ® rn fV 0 Iaa4S O W = W Q ¢ LL O 5 Q O Z Z U J W = aip1 . Sap sauas \�11111111// \\\�.ONEN CN�•��/'/� No.58705 =_ �0 ATE b 'n /�?NAL /1111111 A. LYNN MILLER, P.E. P.E.# 58705 ,• • TAR[ F 12 I v�l \ + 1 FOR Gll rF_61,4 & 5 TART F 13 T \ ass Types: 1 thru 7 6— Anchor Quantities for XO & OX Windows W 00.900 z eeting Rail: Standard Overall 22-1/8" Overall Hgt., 37" Overall Hgt. 49" Overall Hgt. 55" verall Hgt. 63" Overall Hgt. Width 63" Overall Hgt. Width .co. _ .. Head & Sill E Head & Sill EHead & Sill E Had & Sill E Head & Sill E Head &Sill E 101 Head & Sill E Head & Sill E F- Overall 22-1/8" Overall Hgt. 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" - 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1 1+C2+1 1+C2+1 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 67" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1 tp,61" 3 74" - 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1* 3 3 2+C3+2 3 2+C3+2 3 74" 2+C2+2 2 2+C2+2 2 v�l \ + 1 FOR Gll rF_61,4 & 5 TART F 13 T \ TARI F 14 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: 112+C3+211,411 CLUSTER OF 3 2ANCHORS ANCHORS 4ANCHORS AT THE CENTERED AT THE 2 ANCHORS AT IN THE THE FIXED LITE SASH MEETING RAIL JAMB 23" MAX. O.C. �MAK1�-- ---- �— F...1 9"MAX. X22-1/2" MAX. O.C. G RAIL REPEAT ANCHOR PATTERN AT SILL 12" MAX. O.C. 6" MAX. O.C. Glass Types: 8 thru 5 6— Anchor Quantities for XO & OX Windows W 00.900 z Meeting Rail: Standard Overall 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Width .co. .. U)W o �. Head &Sill E Head & Sill Head &Sill E 101 Head & Sill E Head & Sill E F- Overall 22-1/8" Overall Hgt. 37 Overall Hgt. 49 Overall Hgt. 55 Overall Hgt. 63 Overall Hgt. 76 Overall Hgt. 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 67" 1+C2+1 .2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 74" 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 4 TARI F 14 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: 112+C3+211,411 CLUSTER OF 3 2ANCHORS ANCHORS 4ANCHORS AT THE CENTERED AT THE 2 ANCHORS AT IN THE THE FIXED LITE SASH MEETING RAIL JAMB 23" MAX. O.C. �MAK1�-- ---- �— F...1 9"MAX. X22-1/2" MAX. O.C. G RAIL REPEAT ANCHOR PATTERN AT SILL 12" MAX. O.C. 6" MAX. O.C. 2 -ANCHOR CLUSTER DETAIL 4" MAX. O.C. —� 3 -ANCHOR CLUSTER DETAIL 4 -ANCHOR CLUSTER DETAIL NOTES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. oo*:Oo " 6— •• W 00.900 z `. . > 0009 .W Glass Types: 8 thru 15 • Anchor Quantities for XO & OX Windows .co. .. U)W o �. �,,..... O .. Z �. CLnJ 0�....�� U Meeting Rail: Heavy -Duty F- Overall 22-1/8" Overall Hgt. 37 Overall Hgt. 49 Overall Hgt. 55 Overall Hgt. 63 Overall Hgt. 76 Overall Hgt. Width 00-1 U ( b • W — 00 F -J• o,N • ON oj Ta RI F 1r Overall Width Sash Configuration 3 ANCHORS IN THE Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: Meeting Rail: 1, 4, 5 Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Owrall Hgt. 49 Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Q Head & Sill Head & Sill ca M .0 n -0 .a E Head & Sill m Head & Sill E Head & Sill E Head & Sill E ns8 1/4-1/2-1/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 31 1+C2+1+C2+1 31 1+C2+1+C2+1 3 44" 1/3-1/3-1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Z 00 1/4-1/2-1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/3-�/s-Y3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2-1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1l8" �/3 �/3-�/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �/4-1/2-Y4 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" �/3 1/3 1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a 1/2-1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �Y±-�/2-1/4 -" -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 26.186 - 31.038 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �/4-1/2-1/4 "" -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 custom 27.186 - 31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/4-1/2-Y4 "" -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 109" custom 28.303 - 29.185 1+C2+3+C2+1 2 C2+3+ 2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 custom 29.186 - 31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 120" �/4-1/2-1/4 *' - 31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 " MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924 2 ' MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 kfl =C• 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX wl m nn%Al.q- 1 +C2'+3+0241 CLUSTER OF 2 1 ANCHOR AT ANCHORS CENTERED AT THE THE SASH MEETING RAIL 12" MAX. O.C. 2 -ANCHOR CLUSTER DETAIL 22-1/2" MAX. O.C. 1 ANCHOR AT 9" MAX 12" MAX. O.C. THE SASH 9" MAX. / X � O X MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 000.0• • ti 0000•• CLUSTER OF 2 ANCHORS 3 ANCHORS IN THE 3 ANCHORS AT CENTERED AT THE f JAMB THE FIXED LITE MEETING RAIL 00000• W 22-1/2" MAX. O.C. 1 ANCHOR AT 9" MAX 12" MAX. O.C. THE SASH 9" MAX. / X � O X MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 000.0• • ti 0000•• •-- Y •• W Z `. U> • 00000• W M > *0 ns8 •• 0 00 00 Lo CO• �••' _> • O 04 V N •• z� U) •• JOM... �1 .J a a `n _. Z O • Z ; (0• !° = •�• W •� rte• = ZL•j N v R 004 F6 •� ON Z 00 C7 Or � 0M O U) Z CL Z " ° of J W m rn LL O O Ia- ® °N' N {_- # � H Z iaa4S H O Q � Q= d o LL o rr Z O , w U J Z = a� asaa(7 SauaS 1i Y LY/VA( �� 10ENSF • • �� No. 58705 =_ �� '• S7" ''ZORIDP S 70NAL I0\0\\ \ A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 2, 3, 6, 7 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" O\erall Hgt. 37" O\terall Hgt. 49" O\erall Hgt. 55' O\erall Hgt. 63" O\erall Hgt. Head &Sill m Head & Sill Head & Sill L••••• rp i ti •••• o> Head &Sill Head &Sill -0 Head &Sill n Ecc 44" �/4-1/2-Y4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-Y3-1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" �/4-Y2-Y4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 O 1/3 x/31/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/9 53-1 /8" 0@E - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3 1/3 Y314.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 z '/a 1/2-1/4 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1' Y3 �3-Y3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y4 1/2-Y4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3 1/3-1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4--Y2-Y4 '* -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 31 1+C3+2+C3+1 3 I/3 x/31/3 26.186 - 31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/4--Y2-Y4 - -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3-1/3 �3 27.186 - 32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/a 1/2-1/4 -- -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/4-1/2-Y4 - -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 113-5/8" custom 129.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 33.186 - 38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/4-1/2-1/4 *" -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 2 1+C2 3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 131 1+C3+3+C3+1 3 custom 33.186 - 38.222 11 1+C2+2+C2+1 121 1+C2+2+C2+1 121 1+C2+2+C2+1 121 1+C2+2+C2+1 3 1+C2+3+C2+1 131 1+C3+3+C3+1 3 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 " MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C. 7_Ar\1(1Wr)P CLUSTER DETAIL 6" MAX. O.C. ---I �- 3 -ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: 1+I -C2' +3+C2*1 CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS ANCHORS ANCHORS IN THE 1 ANCHOR AT CENTERED AT THE CENTERED AT THE THE SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL JAMB THE FIXED LITE 22-1/2" MAX. O.C. 1ANCHORAT 9" MAX 12" MAX. . THE SASH -J L -----j E- 9" MAX. X /MEETING RAIL REPEAT ANCHOR PATTERN AT SILL • •• ' •• LU z i W i •g •••••• w L••••• rp i ti •••• o> 9a;0 r-. COM Z UJ0 �• 0000 U) 00 ' a �a�'•� LL Z off. z coo • o 0'v W00 W 'IT ¢ 'F • UND�p IN SMO O - ~ a o2 ° _Z W J J WCO rn LL O O F- ly i - N N ~ C ZQ �aa4S 0@E 0 ¢ c� a o Z 0 LU v 0 J z = Q Q alill asap sauaS \\\1 I// .��\ N LYNN ��'� �'��••' V�CENgF' �� No. 58705 - ft7� �- 730 STATE OF (C7 "4OR10F'. S;S �0NAL 0\G �\\ A. LYNN MILLER, P.E. P.E.# 58705 00 TABLE 17: Overall Width Sash Configuration Sash Width Range (in)n1,01 Anchor Quantities for XOX Windows Glass Types: 8, 10, 11 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head &Sill Head &Sill Head &Sill E Head & Sill E Head & Sill 3 Head &Sill n @ -� 44" 1/4_1/2-y4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 W 1/3-1/3-1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/4-1/2-1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-118" 1/4-1/2-1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/4_1/2_1/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 sauaS 1/3-1/3-1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/4_1/2-y4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1/4_Y2-1/ '" -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3 1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4-1/2_1/4 *' -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4-Y2-1/4 "' -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-%3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 1/4_1/2_1/ '" -29,463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 113-5/8" custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-Y3-1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 1/4-1/2_Y4 -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 custom 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+3+C3+2 3 " MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 " MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 kl^lra C- 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C. 2 -ANCHOR CLUSTER DETAIL 6" MAX. O.C.�►- CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: 1 +RC2.3+NC2. 1 CLUSTER OF 2 CLUSTER OF 2 3 ANCHO 1 ANCHOR AT ANCHORS ANCHORS IN THE CENTERED AT THECENTERED AT THE JAMB THE SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL THE FIXED LITE 22-1/2" MAX. O.C. 1 ANCHOR AT 9" MAX. 12" MAX. O.C. THE SASH fl --, ----� r ----� r- --j �7----J L- - 9" MAX. :P1 / X / OAA� X MEETING RAIL REPEAT ANCHOR PATTERN AT SILL • U W •••••• Z �• U) • > •..• vi O •• Q •••• oO• b "•••• Imo. o'er i Q 0 00 LU O'�..... W U z O•ud•°`a `• g �. Z ; o m • W _ T • N12 E f•- '(900 rte+ 0 0 H ¢ • �• °N 2 W ^x SMO > r- cn Z 'OL oZ � ° � W w i Co rn LL J Q O O ® N tV ~ Iaa4S O QZ D _ ¢ d Q LL o 0 Z O LLJ v U J Z = Q Q ai;!1 •xap sauaS ONY . LYNN, , V10ENSF �� _ No. 58705 ATE F (V ZONAL 10� •\• A. LYNN MILLER, P.E. P.E.# 58705 TARIFIR Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 9, 12, 13, 14, 15 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 1 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head &Sill aa E Head &Sill • Head & Sill ••O 'TO Head & Sill • • Head &Sill "•••• U) _0 *=)> V �••O ZW Head &Sill EQ a�°0 �/ 1/2-1/ 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44" 1/3 1/3-1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 fn Z 1/4 1/2-1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/3-1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4_1/-1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/3-1/3-1/ 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 _j 1/4_1/2_1/ 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 61" 1/3-1/3-1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/4-1/_1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3 1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1/4_1/2_1/4 '* -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4 1/-1/4 ** -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4-1/2_1 '* -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/3 1/3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 %4-1/2 1/4 ** -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-5/8" custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/3-1/3-1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1/a-1/2-1/4 -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+ 4+4+C4+1 3 custom 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 ** MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 ** MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX 1A1Inlnn%A1c- 12" MAX. O.C. 0.4 I 2 -ANCHOR CLUSTER DETAIL 6" MAX. O.C. ---] I 3 -ANCHOR CLUSTER DETAIL 4" MAX. O.C. ---� I► A_Anlrl-InR CLUSTER DETAIL 1 +fC243+C241 CLUSTER OF 2 I CLUSTER OF 2 3 ANCHORS ANCHORS ANCHORS IN THE 1 ANCHOR THE SASH T CENTERED AT THE i CENTERED AT THE IAMB MEETING RAIL 3 ANCHORS AT MEETING RAIL THE FIXED LITE 22-1/2" MAX. O.C. f - 1 ANCHOR AT 9" MAX. 12" MAX. O.C. THE SASH -- I - ---- r r- 1 I I -J L ----J �- - 9"MAX. / X � O X MEETING RAIL REPEAT ANCHOR PATTERN AT SILL • L •• W 000000 Z �• • •• > 0000 • w • ^ d • ••••�.O • ••O 'TO Q W • • n "•••• U) _0 *=)> V �••O ZW 4W 8• a�°0 O 0000 F W 0 (%) Z J • • c� ofZ fJ O • a v) 4 Q• Z 0 C.00 T = •�• n Xe C) Gl•, N� 0. • W (J C) ©� Z ;�j _ ¢ J• •Q• ur°Jp '°N C7 DMO > `- r- a fn Z rn Z ° w J w W m rn LL O O M } ® rn N F - Fr F- pays = U Z Q _ j g 0 Q O I F- Z O W 2 LLJ v U _j Z 2 Q Q al71 359O sal.ias nNY .LYN/V LICENSE�� No. 58705 Oma. SATE OF - S ONAL / //011111W \\\ A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE 114" MAX. SHIM OVERALL HEIGHT 1 1/4" MAX. • , SHIM • ° EXTERIOR a INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4" MAX. SHIM EMBEDMENT SEE TABLE T NOTE B, FOR HEAD TYPE EDGE ° EMBEDMENT DISTANCE s G d� 1 ` 1 TYP. ANCHOR TYPE, ° EMBEDMENT AND EDGE ° c3 DISTANCE PER SUBSTRATE,/I •° ,a° -•• 10741 SEE TABLE 19. 12" LENGTH, CENTERED ABOVE SASH / I °m I Ll� 16 v" 14 15 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE OVERALL WIDTH DISTANCE PER SUBSTRATE, SEE TABLE 19 HORIZONTAL SECTION A -A & NOTE B FOR HEAD TYPE. (SHOWN WITH I.G. GLAZING) SASH VISIBLE LIGHT WIDTH EXTERIOR rEi VISIBLE LIGHT HEIGHT INSTALLATION OPTION 3 NOTES: ANCHORED THROUGH FRAME AND 1X BUCKSTRIP Min. INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON 1/4" MAX. SHIM � � � EMBEDMENT 4 ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE 9/16" EDGE 17° , 7 DISTANCE 19. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE FIXED VISIBLE LIGHT WIDTH -� 9= L=1 c' `� EXTERIOR 1 50 19 O 14 15 MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR 6" LENGTH, CENTERED HORIZONTAL SECTION C -C HORIZONTAL. SEE SUBSTRATE AT MEETING RAIL, (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 19. ANCHORED WITH (4) SCREWS, (P# 60). / — ONLY REQUIRED IF NOTES: OVERALL HEIGHT IS Min. OVER 63". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON Distance TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. goes U •e•••• w ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE 9/16" OF THE WINDOW. ° • ° • ° . EMBEDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 3/8" 19. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE L CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE 3/8" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X _ EDGE — I TYP. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY f DISTANCE �l EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION OPTION 2 SEE TABLE 19. OR ARCHITECT OF RECORD. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B -B TABLE 19 - TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Approved as complying with rkh Floridading Codc Date - r23. avf s IOA# )t Miami bade Product Control Min. Edge Min. Anchor Substrate Distance Embedment goes U •e•••• w Southern Pine (SG=0.55) 9/16" 1-318" #12 Steel, 18-8 Aluminum, 6063-T5 min. 3/8" 0.063" or410 SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) • (� M • • Z w Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" 410 SS Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" CreteFfex Southern Pine (SG=0.55) 1" 1-318" — — '1/4" Steel Concrete (min. 2.85 ksi) 1" 1-318" l Ungrouted CMU, C-90) 2-1/2" 1-1/4" Ultracon (ASTM ON Southem Pine (SG=0.55) 1" 1-3/8" 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Approved as complying with rkh Floridading Codc Date - r23. avf s IOA# )t Miami bade Product Control \\�tlllllll//�� LYNN, i � � •. LICENSE • /�� No.58705 �% -� /FL? . l7 � S/ONAL EN.�`• ///!IIIb\ A. LYNN MILLER, P.E. P.E.# 58705 W •••:•• Z Cl) • goes U •e•••• w ^`• e 2 jD .°- + vtl H w • pe •• row U) �• t"•e•• } ti • • > > a7o0 A • (� M • • Z w �• O •••• w • Z z o,ja:�, �. z e CSD• o •�• " W •ti • N — ': • w� ©� H z Nt x< s•Uroa •Qe ON C7 OO 9MO C z 00- z o W W rn LL J O g a)L0 ® N N � � LL Iaa45 = O z ~ = O Q o LL OZ J J t` Q U J z IT' Iasap sauaS \\�tlllllll//�� LYNN, i � � •. LICENSE • /�� No.58705 �% -� /FL? . l7 � S/ONAL EN.�`• ///!IIIb\ A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. BUCK HEIGHT EDGE DISTANCE INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4" MAX. SHIM EMBEDMENT T �— EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. / 12" LENGTH, CENTERED ABOVE SASH / TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. 6" LENGTH, CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS (P# 60). ONLY INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. SASH VISIBLE LIGHT WIDTH FIXED VISIBLE LIGHT WIDTH �63 EX7"�R 16 Q 14 15 BUCK WIDTH — HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) EXTERIOR Flo MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING HORIZONTAL SECTION C -C OR STEEL STUD. MAY BE VERTICAL OR (SHOWN WITH MONO. GLAZING) HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. REQUIRED IF BUCK NOTES: HEIGHT IS OVER 62". Min. Anchor 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON Distance TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. n ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE 9/16" OF THE WINDOW. EMBEDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 3/8" 20. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE or SS Screw CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE 3/8" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. �• WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X ] I — EDGE — I TYP. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY f DISTANCE �l EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION OPTION 2 SEE TABLE 20. OR ARCHITECT OF RECORD. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. VERTICAL SECTION B -B 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. TARI F 9r1 - 1/4" MAX. SHIM EMBEDMENT EDGE P DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. —�{ 1/4" MAX. SHIM I V -77 -777, - INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENT AND \—EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. •••••• z 00 00 • Min. Edge Min. Anchor Substrate Distance Embedment n Southern Pine (SG=0.55) 9/16" 1-3/8" #12 Steel, 18-8 410 Aluminum, 6063-T5 min. 3/8" 0.063" or SS Screw A36 Steel 3/8" 0.063" �• Steel Stud, Gr. 33 min. 3/8" 0.045"(18 Ga) z Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" 410 SS Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" CreteFlex X6 WU � J Southern Pine (SG=0.55) 1" 1-3/8" Z ¢ Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Steel Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Ultracon t` > a Z Z o Southern Pine (SG=0.55) 1" 1-3/8" INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENT AND \—EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. •••••• z 00 00 • U) •• • W • • W : n •••• � E o • o• •• "So** ? > � p y aloe • • Z w C7 Q' �• O •�•� of z J O • am o _ Z • R � `/• _ • N • , • X6 WU � J J• J UM OIQ Z ¢ • • 70 C7 FF— 0MO t` > a Z Z o W 0 rn J JI LL -j O __11 O rn Q co rn fJ U -1N 7aayS = O Z D = O ~ o LL O Z J QLu , F- 'J Q Z a17!1 'osaQ sauag IIIIIIt1JJ//� ANY LYNN %. ` ��-' LICENSE ••• �� _ * No. 58705 0 44j *. 7Ti i �s '••F<OR10N '/j 'NAL11N�.. J/ A. LYNN MILLER, P.E. P.E.# 58705 BUCK HEIGHT IAIQTA 1 1 ATIf-%K1 /'IOTI(lAl r AIV-riuKCU I rimuu%jrl rIIV IN IV LA WOOD FRAME OR BUCKSTRIP. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. 12" LENGTH, CENTERED ABOVE SASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. EDGE DISTANCE —�� EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT INSTALLATION OPTION 5 AND EDGE DISTANCE PER ANCHORED THROUGH FIN INTO 2X SUBSTRATE, SEE TABLE 21. WOOD FRAME OR BUCKSTRIP. VERTICAL SECTION B -B INSTALLATION OPTION 5 BUCK WIDTH NnP17nnITA1 (ZFrT1C)M A -A WnDl7nAITA1 cr:rTlnnl r_r k- I-" VV11111-1- VLJ 1-1 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 21. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 3) ANCHOR TO BE INSTALLED WITHIN 2-1/2" OF FIN CORNER. EDGE DISTANCE IVIIAIVII-vAUC Arrr[V V CU IVIULLIVIV, rD-,, COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 21. EDGE DISTANCE INSTALLATION (10TIr1Al 0 - ANCHORED THROUGH INTEGRAL FIN INTO MET/ LIVIIJLUIVIL IY 1 /11VU LUVL DISTANCE PER SUBSTRATE, SEE TABLE 21. Anchor Substrate Min. Edge Distance I Max. O.C. Min. Embedment 2-1/2" x .113" Box Nail Southern Pine (SG=0.55) 5/16" 5" 2-7/16" 2-1/2" x.131" Common Nail Southern Pine (SG=0.55) 3/8" 5" 2-7/16" 2-1/2" x .145" Roofing Nail Southern Pine (SG=0.55) 3/8" 5" 2-7/16" 2-1/2" x.145" Roofing Nail Southern Pine (SG=0.55) 3/8" 5" 2-7/16" #10 Steel Trusshead Screw or #12 Steel, 18-8 or 410 SS Screw Southern Pine (SG=0.55) 1/2" 5" 1-3/8" 0.125" Aluminum, 6063-T5 min. 5/16" 5" 0.09" 0.050" A36 Steel 5/16" 5" 0.050" 0.045" (18 Ga) Steel Stud, Gr. 33 min. 5/16" 5" 0.045" 1) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. �kppraved m cavioyiug w1t4 the 0 •' ••••••ti � Y W z to • ••••••U : • na LLI Fr . r--• } C7 .. 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P.E.# 58705 062" I-�- 2.724" 2.560" O HEAD, FLANGE FRAME 2.724" p 3.651 " OSILL, FLANGE FRAME 2.105" -- .273" tt SASH PULL RAIL 2.724" ---moi I 3.184" 2 HEAD, INTEGRAL FIN FRAME 2.724" 0 1, 4.276" 80 SILL, INTEGRAL FIN FRAME .170" a2.149"1.300".062" 1.136"100" i0" f O12 SASH LOCK RAIL t3 SASH TOP & O BOTTOM RAIL '+ 2.724" -'-j I � 2.060" GHEAD,EQUAL LEG FRAME 1.488" 2.786" .062" OJAMB, FLANGE FRAME O SILL, EQUAL LEG FRAME 2.211 T 1.803" 170" u HD MEETING RAIL 3.908" t0 SILL ADAPTER 2.211" I 1.138" .120" 15 STD MEETING RAIL 2.112" 2.786" .062" OJAMB, INTEGRAL FIN FRAME 040" 1.5113" 1 .808" �---- INSTALLATION HOLE COVER 1.415" 7�i .710„ is SILL TRACK .360" 1.032" .045" --� t is SCREEN ADAPTER 050" 045" TABLE 22: MATERIAL PROPERTIES USED HOT -MELT ALUMINUM SILICONE BUTYL FOR ANCHORAGE CALCULATIONS: STRUCTURAL REINFORCEMENT .795" .795" --.492" -1.612' 2a 7/16" BEAD 24 5/16" BEAD Material Min. Fy Min. F Steel Screw 92 ksi 120 ksi- 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon© 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi POLYISO- 1/4" NOM. 3/16" NOM. BUTYLENE WITH STRUCTURAL BUTYL& DESICCANT SILICONE DESICCANT - FOAM WITH FOAhz// EXT. GLASS DESICCANT EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS --+ .987" I�- 2.786" .062" OJAMB, EQUAL LEG FRAME 1 062"- p 723" -� .875" �- f �s WINDLOAD ADAPTER 1.446" 1 518" .040" f 20 ANTI -LIFT CLIP -� .630" ILI .797" .070" 8 IG BEAD KODISPACE SUPER SPACER® DURASEAL® 70 4SG TPS 71 NXT TM 72 SPACER .464" .798" .065" f 2t8 IG SNAP BEAD POLYISOBUTYLENEDESICCANT FILL SEAL 5/16" NOM 5/16" NOM. SILICONE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS GLASS XL EDGETM 73 SPACER Approved as car MYi 9 nits' tis.. !;<irwida Uuiuing Curie _ c 0 N ••••• • •0000 •co 'naa • • w •••• •M •(04 •O 0 N•••••Z� O t�O••9•40wrr0 Z IL Z 4- (80• °p m • '� ti •' �s • o= LLI• i, • N � • • ti • • �e WU Co ©J • U,•oJa • ch l-_¢ Z _ • C7 O > r it F- 0MO pZ U) 0) o LIJ _j ILLZ O 0 00 ® rn N N /aaNS U) Z � O o O Z W U Q W = I aiIl1 �sa4 sauag ��111111111� O.. LYNN * No. 58705 =_ �o 'S A o�� % T %�ss •��ORIDP .•'G�� '�� ZONAL 0o", \ ///lllllltt� A. LYNN MILLER, P.E. P.E.# 58705 Item # Part # Description Material 1 624038 Head, Flange Frame Alum. 6063-T6 2 624039 Head, Integral Fin Frame Alum. 6063-T6 3 624040 Head, Equal -leg Frame Alum. 6063-T6 4 624001 Jamb, Flange Frame Alum. 6063-T6 5 624017 Jamb, Integral Fin Frame Alum. 6063-T6 6 624028 Jamb, Equal4eg Frame Alum. 6063-T6 7 624035 Sill, Flange Frame Alum. 6063-T6 8 624036 Sill, Integral Fn Frame Alum. 6063-T6 9 624037 Sill, Equal -leg Frame Alum. 6063-T6 10 624034 Sill Adaptor Alum. 6063-T6 11 624043 Sash Pull Rail Alum. 6063-T6 12 624006 Sash Lock Rail Alum. 6005A -T61 13 624041 Sash Top & Bottom Rail Alum. 6063-T6 14 624027 HD Meeting Rail Alum. 6063-T6 15 624005 Std. Meeting Rail Alum. 6005A -T61 16 624047 Screen Adapter Alum. 6063-T6 17 624051 Installation Hole Cover Alum. 6063-T6 18 64125M Windload Adapter Alum. 6063-T6 19 624042 Sill Track Alum. 6063-T6 20 624015 Anti -Litt Clip Alum. 6063-T6 21A 624009 IG Bead Alum. 6063-T5 21B 624011 IG Snap Bead Alum. 6063-T5 23 624026 7/16" Lami Glaz. Bead Alum. 6063-T6 24 624013 5116" Lami Glaz. Bead Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624013 & #624026 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 712653K Mono setting Block 3/32" X 1/4" X 1" Neoprene 33A 71715K Lami IG Setting Block 1/8" x 3/4" x 1-1/14" Neoprene 33B 624014 IG Snap Setting Block Vinyl 35 724045 Sweep Latch Cast Zinc 36 71298 Weep Hole Cover Vinyl 37 41722 Hole Plug Vinyl 38 724021 Lock Rail Cover, (LH & RH) Vinyl 39 724050 Pull Rail End Cap Vinyl 40 724048 Roller Housing & Sash Guide Vinyl 41 724052 Roller Wheels Brass 42 724054 Sash Top Rail Gasket, (LH & RH) Polyethylene 43 724055 Sash Bot Rail Gasket, (LH & RH) Polyethylene 44 724057 Frame Header Gasket, (LH & RH) Polyethylene 45 724058 Frame Sill Gasket, (LH & RH) Polyethylene 46 724063 Meeting Rail Gasket Polyethylene 50 Weatherstrip, .187" x .170", Fin Seal @ Sash 51 Weatherstrip, .187" x .270", Fin Seal @ MR 52 67070 Bulb Vinyl 60 710X38PPAX #10 X3/8" Ph. PH SMS (Windload Adapter) Stainless Steel 61 781PQX #8 X 1" Qd. PH SMS (Frame & Sash Assembly) Stainless Steel 63 - Aluminum Screen with Fiberglass Mesh Varies 70 - Kommeriing Kodispace 4SG TPS See Sheet 71 72 - - Quanex Super Spacer nXT Quanex Duraseal Spacer Materials for 73 - Cardinal XL Edge Spacer 74 - Dow 791, 899 or GE 7700 Backbedding Silicone ASSEMBLY DETAILS FOR r INTERIOR 61 � NOTES: 1) ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. *pproved"compllYieE Wkh 0% iFtetida B dl, Date to i<tiar! IDode , 0 • 000 U) > •••• • • w00*0 • • • g �a �•••••y w ( •p re >> C7 •• ... Z w 0 lose Uj C1 J• O •ate • •z • Tr• 11• . 49 ue•oi� •o0 = U••i •" W © •J • • W 0D J ~ Z 'ON _ LD > �M 0 ct p U) Z Z o 0) J LL J O Of H M ® `14 rn r�J W N W 7aa45 = O W = Z o0 o 0 O = Q m OW1 Iasap sauas `�.\\ � 0AY LYNN �ICENSF * . No. 58705 do� TAT 'P40RIDP .• oNALI1 N\\ A. LYNN MILLER, P.E. P.E.# 58705 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90011350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE_HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 TAR! F R -SEF: RFTAII S ON] SHFF_TS 4& 5 Glass Type Description (Listed from Exterior to Interior) G3 7/16" Laminated: (2) Lites of 3116" HS Glass with .090" PVB Intedayer ( G3A 9116" Laminated: (2) Lites of 1/4" HS Glass with .090" PVB Intedayer G4 7/16" Laminated: (2) Lltes of 3116" HS Glass with .090• SG Interlayer G4A 9/16" Laminated: (2) Utes of 1/4" HS Glass with .090' SG tnlertayer G5 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Utes of 3/16" HS Glass with .090" PVB Intedayer G5A 1" Laminated I.G.: 1/4" T Exterior Cap + 5116" Alr Space + 7116" Laminated; (2) Lites of 3115' HS Glass with .090' PVB tntedayer G6 1' Laminated I.G.: 3116" T Exterior Cap + 316" Air Space + 7/16' Laminated; (2) Lites of 3116" HS Glass with .090' SG Interlayer 156A 1" Laminated I.G.: f/4" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3/15' HS Glass with .090" SG Interlayer G7 7/16" Laminated: (2) Lites of 3115' ANN Glass with .090" SG Intedayer G7A 9116" Laminated: (2) Lites of 1i4" ANN Glass with .090" SG Interlayer G8 1" Laminated I.G.: 3/1.6" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Utes of 3116" ANN Glass with .090" SG Interlayer GSA 1" Laminated I.G.: 1/4" T Exterior Cap + 5116" Air Space + 7/16" Laminated; (2) Lltes of 3H6" ANN Glass with .090" SG Intedayer "ANN" = ANNEALED "HS" = HEAT STRENGTHENED 'T" = TEMPERED "PVB" - .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. "SG' = .090" SENTRYGLASOBY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 & 3 ON RATED FOR LARGE & SMALL SHEETS 6,7 & 8 MISSILE IMPACT RESISTANCE `,UUt5l51ANUAKUA VJCu; •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2015 •AISI 5100-12 •AISC 360-10 GENERAL NOTES ............. 1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4,5 ANCHORAGE .....................6-14 A DESIGN PRESSURES....... 6-8 INSTALL DETAILS..............12-14 9/16" 318" ELEVATIONS. .................... 15,16 PANEL / SILL TYPES ......... 17 CROSS SECTIONS ............ 18,19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21,22 JR I 04/05/17 I C 1 UPDATED TO FBC 2017, REVISED TABLES f, 2, 3 & A 10110114 1070TECHNOLOGYDRI N. VENICE, FL 34275 (941) 480-1600 CERT. OFAUTH. 42WO OOPYRIGWO 17 AorutcU MES,#M ALL RIGMS RESERVED TABLE A: Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min, O.C.Min' Distance Embedment or Metal Thickness A #12 18-8 SMS, (Fy=80 ksi, F„= 95 ksi) #12 410 SS SMS, (Fy= 90 ksi, F„= 110 ksl) All Southern Pine (SG = 0.55) 6063-T5 Aluminum 9/16" 318" 7/8" 9/16" 1-318" 0.090" A36 Steel 3/8" 9116" Gr. 33 Steel Stud 318" 9/16" 0.050" 0.045" (18 Ga) 1/4" Elco Aggre-Gator@ Fy=57 ksi, F„=96 ksi All Concrete (min. 2.22 kst) 1-112" V 1-318" Jamb / P -hook Filled Black ASTM C90) 2" 3" 2" Jamb / P -hook Hollow Block (ASTM C90) 2" 3" 1-114" All Southem Pine (SG = 0.55 i" 8 #12 Steel SMS (Gr. 5) (min. of 3 threads beyond metal substrate) Southern Pine (SG = 0.55) 9/16" VW 1-3/8" All 6063-T5 Aluminum 318" 9116" A36 Steel 3/8 9/16" " 0.090" 0.050" Gr. 33 Steel Stud 318" 9116" 0.045" 18 Ga) C , 1/4" Elco UltraConll 1 Fy=155 ksf, F„=177 ksi - All Concrete (min. 2.85 ksi) 1" 4" 1-318" Jamb / P -hook Hollow Block (ASTM C90) 1" 6" 1-1/4" 114" Elco UltraCon® Fy=155 ksi, F — 177 ksi Al) Concrete (min. 2.85 ksi) 2-1/2" 4" 1-318" Jamb / P -hook Filled Block ASTM C90) 2.1/2" 4' 1-314" • Jamb / P -hook Hollow Block ASTM C90 2-112" 6" 1-1/4" D 1/4" 410 SS Elco CreteFlex6 Fy-127.4 ksl, F„= 189.7 ksi Head / Sill Concrete (min• 3.35 ksi) 1" 4' 1-3/4" Jamb / P -hook Concrete (min. 3.35 ksi) 1" 6" i-/4" Jamb 1 P -hook Hollow Block ASTM C90) 2-112" 6" 1-1/4" All Southern Pine SG = 0.55 1" 1" 1-318" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, • • - CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. • • • • 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. • • • 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MINTY = 33 KSI. 0000 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. • • 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. • • ANCHOR NOTES • • • 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS PRODUCT REVISED 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK, as. complying with the Florida PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Code 17-0420.12 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NOA—No. DEPICTED AS 2X ARE 1-1/2" THiCK OR GREATER. 1X AND 2X BUCKS Expiration Date 02/17/2020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER ! BY LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Miami -trade Product Control THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS t 111 f i l / NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, BY OTHERS) MUST FULLY MAX. 1/4" THICK & 3400 PSI MIN., (DONE ' SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF `� P��,• LtCENs+ '• �l�� •,.� SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED _= k : NO. BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. -0 TE /1:7 %�,;' •'��aRIDP,.• G��: GENERAL NOTES AND MAP SERIES 770 ALUM. SGD - LM IMPACT AwbaAlrod.k SGfJ-770 Bu W: NTS Ehrt 1 a 22 Na nw+rhP PGTO130 Rec G ® A. LYNN MILLER, P.E. P.E.# 58705 • • CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL "JW', "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE NOM. PANEL WIDTH pXXXXp, p�X OR XXXXp. OXXX IN POCKET CONFIGURATION NOM. PANEL WIDTH Aw c 12 13 CAN BE OXXXp. PER TABLES 1-3 1 13 PER TABLES 1-3 2) 90' & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION 1w I J G Qv 19 I OF ANY 2 STRAIGHT CONFIGURATIONS. I Q G Jw Jc IWa Gc Jw Jc I � 01 MAX. UNIT 13 14 14 I a a ° MAX. UNIT 13 19 r Kc I z a 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. w Kc Iz4in HEIGHT / 14 14 I Q c HEIGHT / 1s 14 I °d w 1 W PER TABLES 1-3 / / I, Q X'_OPERABLE PANEL, PER TABLES 1-3 I x I a u, "O"= INOPERABLE PANEL, I O 1 CL "p" = POCKET POCKET OCKET I �, F— DETAIL LETTER I, X "w" = WOOD OR METAL INSTALLATION �\ w� 2-PANEL � "c" = CONCRETE INSTALLATION • 1-PANEL 1 13 CONFIGURATIONS CONFIGURATIONS 12 13 [—SHEET NUMBER -- MAX. UNIT WIDTH P MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - 7" ' •• • DLO HEIGHT = DOOR UNIT HEIGHT -10.125"• • • • NOM. PANEL WIDTH Aw Ac w Bc NOM. PANEL WIDTH Aw Ac w PANEL HEIGHT =DOOR UNIT HEIGHT -1.866" • • 12 13 12 13 PER TABLES 1-3 12 13 12 3 12 13 PER TABLES 1-3 • • • • I Gw Gc G 19 19 Jw Jc �' 12 13 19 t 19 14 14 31-1 : • 1W 1c 19 19 1w 14 Iac o MAX. UNIT 12 13 19 19 14 14 jzaN ••�• MAX. UNIT 1 13 19 19 14 � ¢ a HEIGHT I 13 19 HEIGHT I'' w W PER i x PER TABLES 1-3 I o w TABLES 1-3 / POCKET I o W POCKET I tq I i 4-PANEL CONFIGURATIONS PRODUCT REVISED 3-PANEL CONFIGURATIONS w Ec Fc as complyingwith the Florida w w c 1 13 12 13 12 13 12 13 1 13 Building Code NOA-No. 17-0420.12 MAX. UNIT WIDTH MAX. UNIT WIDTH Expiration Date 02117/2020 NOM. PANEL WIDTH w A By NOM. PANEL WIDTH Aw Ac w c w Cc PER TABLES 1-3 12 3 Miami-Da roduct Control 12 13 2 13 PER TABLES 1-3 1w 13 Jw Jc I 1 3 1 13 19 19 19 19 14 14 I ¢ *\1 w c I a o MAX. UNIT sEE 1 13 19 19 19 14 14 Ia o HEIGHT NOTE MAX. UNIT i a PER s 2, THIS HEIGHT 12 13 19 1 19 / i W M SHEET. I I I t! PER TABLES1-3 �Y TABLES 1-3 U` �I POCKET 10. uWi EXTERIOR 1 13 oCENSF %,:�e�� i w c ?J -J��----� 1 3 * No. 58708 = 5-PANEL CONFIGURATIONSc w c w CORNER, TYP. 1 13 - 1 12 13 13 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) =�0� . STi Tr: 1p 1070 TECHNOLOGYDRIVE 000d��01 �� c�ORIDP,. A VENICE, FL 34276 EXAMPLE CONFIGURATIONS �'SS�ONAL ENG`�� (941)480-1600 USK ,7 a� CERT. OFAUTR. #29296 SERIES 770 ALUM. SGD - LM IMPACT JR 04!(15/17 C NO CHANGES THIS SHEETCOPyro�,r soar+: swr°° ° n{'p"� R0" A. LYNN MILLER, P.E. aa�mar. mro: cn•a•ae • wrx viRKWM �S� o To SGO-770 NTS 2 -(22 PGTO130 C P.E.#58705 JR 90/10/14 EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT wIc HEIGHT,1 13 96' OR 120" NOM. PANEL WIDTH _ PER TABLES 1-3 MAX. UNIT HEIGHT 12 13 PER TABLES 1-3 NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT 1 PER TABLES 1-3 JR 1 04105117 1 C 10NQH4 MAX. TESTED UNIT WIDTH = 355-7116" @ 96" HEIGHT 300-1/4" @ 120" HEIGHT Ac c C 13 12 13 12 3 ILI 6 -PANEL CONFIGURATIONS MAX. UNIT WIDTH Rlilll�lll2 NO CHANGES THIS SHEET. Dara 7 -PANEL CONFIGURATIONS \AAV IIA IIT IAIIr -rL1 8 -PANEL CONFIGURATIONS 1070 TECHNOLOGYORM N. VENICE, FL 34275 (941)480-1600 CERT. OF RUTH_ #29296 COPMOxr02017 pGr#40usTR1ES, m1c. AU. RIGHTS RESERVED 3 t DETAIL LETTER CONFIGURATIONS NOTES: 14 14 =WOOD OR METAL INSTALLATION 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS t%:0 ® "c" = CONCRETE INSTALLATION POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB SHEET NUMBER LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE 'J-wv-iC"N DLO WIDTH = NOM. PANEL WIDTH - 7" pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION - i CAN BE OXXXp. Lw c Jw Jc I PANEL HEIGHT = DOOR UNIT_ HEIGHT - 1.866" 14 14 4 Q 2) 90° & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION 14 14 i z a o OF ANY 2 STRAIGHT CONFIGURATIONS. • .. j'- w X 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. a w w "X" = OPERABLE PANEL, POCKET 1 "O" = INOPERABLE PANEL, "p" = POCKET 7 -PANEL CONFIGURATIONS \AAV IIA IIT IAIIr -rL1 8 -PANEL CONFIGURATIONS 1070 TECHNOLOGYORM N. VENICE, FL 34275 (941)480-1600 CERT. OF RUTH_ #29296 COPMOxr02017 pGr#40usTR1ES, m1c. AU. RIGHTS RESERVED 3 t DETAIL LETTER 1 14 14 =WOOD OR METAL INSTALLATION ... t%:0 ® "c" = CONCRETE INSTALLATION ...; SHEET NUMBER • lCL 'J-wv-iC"N DLO WIDTH = NOM. PANEL WIDTH - 7" 1 QDLO 1 HEIGHT = DOOR UNIT HEIGHT -10.125" N1414 Kc Kc 0 PANEL HEIGHT = DOOR UNIT_ HEIGHT - 1.866" 4 Q • Zz y IX • .. POCKET I E w F PRODUCT REVISED VQ 9 i3 12 13 as complying with the Florida Building Code NOA-No. 17-0420.12 -, %•F--- Jw Jc 1 14 14 1 I a 1 c t%:0 lCL POCKET I aj EXAMPLE CONFIGURATIONS SERIES 770 ALUM. SGD - LM IMPACT I &W t 0M.&V Na I Ror. SGD-770 I NTS 1 3 d 22 1 PGTO130 I C ExpirationDate BY w IIIIIIi// All, ri �� •. ,)3 = * ; No. 58705 Q. Si EIOjF •�'�iSZONAL ENG\�• A. LYNN MILLER, P.E_ P.E.# 58705 GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A 7/16" NOM. 3/16" HS GLASS - 090" PVB- 3/16" HS GLASS— EXTERIOR a 1%+ 7/16" LAMINATED GLASS, TYPE G3 9/16" NOM. 1/4" HS GLASS .090" PVB. 1/4" HS GLASS - EXTERIOR a 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS, TYPE G3A GLAZING NOTES: "ANN' = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOL PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAe BY KURARAY AMERICA, INC. 04/055117 1 C NO CHANGES THIS SHEET. ego; Ch_"'de. Date: 101IW14 7/16" NOM. 1" NOM. 3/16" HS GLASS 3/16" HS GLASS — .090" PVB .090" SG 3/16" HS GLASS 3116" HS GLASS 74 3/8" AIR SPACE 74 3/16" T GLASS 82 83 •••••• EXTERIOR 3/4" NOM. 3/4" NOM. GLASS 124-127 a BITE GLASS BITE EXTERIORX - 80 • • 79 •• 54 55 • •••• 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 •••• • 9/16" NOM. 1" NOM. •..' 3/16" HS GLASS 1/4" HS GLASS .090" PVB .090" SG 3/16" HS GLASS 1/4" HS GLASS 74 5/16" AIR SPACE 74 !' 1!4" T GLASS 82 PRODUCT REVISED 83 as complying with the Florida Building Code 314" NOM. NOA-No. 17-0420.12 EXTERIOR GLASS 124_127 3/4" NOM. Expiration Date 02/17/2020 G7 BITE GLASST B IE By EXTERIOR Miami -Dai roduct Control 9/16" LAMINATED GLASS, TYPE G4A 1070 TECHNOLOGYORIVI N. VENICE, R 34275 (941)480-1600 CERT. OFAUTH. #29236 COPYRHJNrm1017 PGrM4"7R1ES, Wa ACL RWH= RESERVED 1" LAMINATED I.G. GLASS. TYPE G5A SEE SHEET 15 FOR SPACER DETAILS GLAZING DETAILS TAW SERIES 770 ALUM. SGD - LM IMPACT Sul'" Wit S""1": 9Met Dnr'hp Na R"r. SOD -770 NTS 4 of 22 PGTQ430 C \\�.� SONY LYNN !y <ICENS No. 58705 — 417 to p, ; C VA L X10 o N'' A. LYNN i�1�LiLER P.E. P_E.# 58705 • •••••• GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 3/16" HS GLAS .090" SG - 3116" HS GLAS', 3/8" AIR SPACE 3/16" T GLASS 24-1 EXTERIOR a V NOM. 7/16" NOM. 3/16" ANN GLASS - .090" SG— n 3/16" ANN GLASS -- 3/4" NOM GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G6 3/16" HS GLASS .090" SG - 3/16" HS GLASS 5/16" AIR SPACE - 1/4" T GLASS EXTERIOR a 314" NOM. GLASS BITE EXTERIOR a 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G7 EXTE 1" NOM. 3/16" ANN GLASS .090" SG - 3/16" ANN GLASS 318" AIR SPACE -- 3/16" T GLASS 24-127' 314" NOM. f�a GLASS EXTERIOR Y BITE a -� 79 1" LAMINATED I.G. GLASS. TYPE G8 3116" ANN GLAS .090" SG 3116" ANN GLAS 5116" AIR SPACE 1/4" T GLASS -- 24-1 EXTERIOR a 1" NOM. 1" LAMINATED I.G. GLASS, TYPE G6A PRODUCT REVISED 1" LAMINATED I.G. GLASS, TYPE G8A as complying with the Florida Building Code NOA-No. 17.0420.12 314" NOM. Expiration Date 02/17/2020 GLASS BITE By 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A 7k No. 58705 GLAZING NOTES: = "ANN" = ANNEALED "HS" = HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. �� 0,n'• S "T" =TEMPERED "PVB" _ .090" 7ROS4FOL® PVB BY KURARAY AMERICA, INC. 1070 TECHNOLOGY DRIVE M F1 34275 GLAZING DETAILS O 'i�s ' • ��RIDP .• ' �� ` "SG" = SENTRYGLASrBY KURARAY AMERICA, INC. (941)441)4 80-1600 , ��, ONAL .090" CERT. OFAUTH. #29296SERIES lursod"flA rr 770 ALUM. SGD - LM IMPACT 111 1 r 11 1 0W aendw. oaw no JR 04105117 C NO CHANGES THIS SHEET: 00PVM14T02o7 oet &ata sN-P °'°"i oih Rar. A. LYNN MILLER, P.E_ DMM or. JR ab: 10110114 o1,ecF� ° PGT ��• WC,® Ac RIGHM RWERVEn SGD-770 NTS 5 -0 22 PGT0130 C P.E.# 58705 0000 rULL i . (Water Infiltration Rating) Design Pressure (DP) and Anchor Quantities Required, (+) Design (Flat or Box, see Pressure, psf Maximum DP for all sizes: 135" Astragal Flush -1-1/2" (for all approved configurations on Sheets 2 & 3) +46.67 Medium - 3-1/4" +60.0 High - 4" +60-0 +60 / -60 psf 135° Astragal Standard Stiles Standard Stile Standard Stile For comer astragal anchorage on 90° or 135" comer units, see sheet 11 Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile (May be limited by Table 1A) Standard Astragal Outside Comer Outside Corner Inside Corner Door Unit Height Inside Table applies to Glass Types 3, 80 84" Corner 90" 96" 3A, 5, 5A, 7, 7A, 8 & 8A and 69-7/8" DLO Corner 73-7/8" DLO Part #60 (x2) Part #60 79 -7/8!' -DLO Part #60 (Stile) Part 467 (Astragal) Part #60 85-7/8" DLO Part #61(Stile) Parts #31 & #32 the Stile/Astragal Types shown Anchor Group Anchor Group Receiver) Anchor Group Anchor Group below. - A B C D A B C I D A B C D A 8 I C D Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24" pL Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 1 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" 23„ Jamb 8 8 8 8 8 8 8 8 8 8 8 1 8 8 8 8 8 o DLO P-hook 6+7 --- 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+11 C4+1 04+1 C4+1 P 36 Jamb 8 8 8 8 8 8 8 8 8 B 8 B 8 8 8 8 a DLO P -hook 6+7 6+7 6+7 - 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 E 42" 35" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 z DLO P hcok 6+7 6+7 6+7 7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+2 C4+2 C4+2 2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 [48. 41" Jamb 8 8 8 8 8 8 8 8 8 8 B 8 10 B 8 8 DLO P -hook 6+7 6+7 6+7 6+ 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. \DA(a) NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4-,3-1/4" AND 2-112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TART F 1 A• Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) 135" Astragal Flush -1-1/2" see note 3 Low - 2-1/2" +46.67 Medium - 3-1/4" +60.0 High - 4" +60-0 SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" OH LENGTH X 0 Lu C) OH RATIO z 1 Oj J— OH RATIO = OH LENGTH OH HEIGHT i - JR 04/05/17 1 C I REVISED TABLE 1. 1 1070 TE'CHNOLOGYDRIVI N. VENICE, R 34275 (841) 480-1600 CERT. OFAUTH. #28286 "YRJGNY01017 ParMUSTMES, IM4 ALL RIGHTS RffMV D DP AND ANCHORAGE SERIES 770 ALUM. SGD - LM IMPACT Wi0a &k saw arwr Ar.wpw� RW. NTS 6 a 22 PGTO130 C PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 By Miami -Da roduct Control \`�+t+fllill/T7/ LtGENs�1��'/moi No. 58705 �. -0,� JTai 7- tv�; �s' • OCpRID►* /''//ZONAL NGS. E � TITrlllll+``� A. LYNN MILLER P.E. P.E.# 58705 Straight Astragal Lockstile @ 90' Astragal Lockstile @ 135" Astragal Lockstile @ Interlock P -hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90° Astragal Assembly 135° Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Comer Outside Corner Inside Corner Inside Corner Outside Inside Corner Corner Part #60 (x2) Part #60 Part #60 Part #60 (Stile) Part 467 (Astragal) Part #60 Part #61 (Stile) Part #118 (Corner part #119 (Out.) Part #120 (In.) Part #61(Stile) Parts #31 & #32 Part #61 Receiver) (Corn. & Fxd Mount) i - JR 04/05/17 1 C I REVISED TABLE 1. 1 1070 TE'CHNOLOGYDRIVI N. VENICE, R 34275 (841) 480-1600 CERT. OFAUTH. #28286 "YRJGNY01017 ParMUSTMES, IM4 ALL RIGHTS RffMV D DP AND ANCHORAGE SERIES 770 ALUM. SGD - LM IMPACT Wi0a &k saw arwr Ar.wpw� RW. NTS 6 a 22 PGTO130 C PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 By Miami -Da roduct Control \`�+t+fllill/T7/ LtGENs�1��'/moi No. 58705 �. -0,� JTai 7- tv�; �s' • OCpRID►* /''//ZONAL NGS. E � TITrlllll+``� A. LYNN MILLER P.E. P.E.# 58705 I AbLt Z: (Water Infiltration Rating) Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) (+) Design (Flat or Box, see Pressure, psf Sheet 17) Maximum DP for all sizes; +60 / -60 Flush -1-1/2" see note 3 Low - 2-1/2" +46.67 Medium - 3-114" +60.0 1 For corner astragal anchorage on 90' or 1351 comer units, see sheet 11 PANEL HEIGHT = Heavy-duty Stiles Heavy-duty Stile DOOR UNIT HEIGHT -1.866" zOOI OH RATIO =' 1 PRODUCT REVISED Heavy-duty Stile (May be limited by Table 2A) as complying with the Florida Building Code Standard Astragal NOA-No. 17-0420.12 Outside Inside Corner Expiration Date 02/17/2020 OH RATIO = OH LENGTH By Door Unit Height nn:�...r_ �...r,,. + r -.,.,•..,r ;�fCorner Corner Inside Table applies to Glass Types 4, 4A, Corner 80" 84" 90" Inside Corner 96" 102" Part #61(x2) Part #61 108" Part #61 (Stile) part #67 (Astragal) Part #61 114" part #119 (Out.) part 4120 (In.) Part #61 (Stile) Parts #31 & #32 120" 6, 6A, 7, 7A, 8 & 8A and the 69-718" DLO Receiver) 73-7/8" DLO (Corn. & Fxd Mount) 79-7/8" DLO 85-718" DLO 91-7/8" DLO 97-718" DLO 103-7/8' DLO 109-718" DLO Stile/Astragal Types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C D A i B C D A I B C D A B C D A 1 8 C I D A B I C D A I B C D Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+] C4+1 C4+1 C4+1 G4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 1T" 8 8 8 B 8 8 B 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 ]0 10 10 10 10 10 10 24" DLO Jamb 8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 30" DLO Jamb 8 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 P -hook Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+] C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 „ 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Id 36" ALO Jamb 7+8 7+8 7+8 7+8 S+g 8+9 a+g 8+g 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10. 9+10 9+10 P -hook 6+7 6+7 6+7 6+7 7+B 7+8 7+8 7+8 7+8 7+8 7+8 T+B Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1. C4+1 C4+1 a 42" Jamb 8 8 8 8 8 8 B 8 8 8 8 8 8 8 8 6 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10 1)LO 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 19+1019+10 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Slil C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 8 8 8 8 8 8 8 8 a 8 8 8 10 8 8 8 10 10 10 10 10 10 10 10 12 10 10 10 12 10 10 10 z 98" DLO Jamb 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B Head/Sill C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 54' Jamb 8 8 8 8 8 8 8 8 10 8 8 8 10 8 6 8 DLO P -hook 6+7 1 6+7 1 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Not available in these sizes Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 60" �" Jamb 8 8 8 1 8 8 8 8 8 10 8 8 8 10 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 I UM LARIVIrLC L1rtl 1J.711VV rr,Al G, Jr-rw JrICL I U. NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4-,3-1/4" AND 2-112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. rARI F 9A- SIII Helghtto Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) 135' Astragal Flush -1-1/2" see note 3 Low - 2-1/2" +46.67 Medium - 3-114" +60.0 1 High - 4" +60.0 SEE NOTES 1-3 __. ._ - -- - _...._._ __ .-. - .-..."... -.. Tv1 ,.__ a caa CUCCTC 71 Q. 1)0 CnR DART nrnAFnlclnr 11:Z AAIr) t4HFFTS 1R P. 19 FOR ASSEMBLY DETAILS. I nt rULLWVVUV.7 J JR ILC a I Iv- f DLO WIDTH = • • ..vv . .... ., .v rr , Straight Astragal Lockstile @ NOM. PANEL WIDTH - 7" Lockstile @ 135' Astragal DLO HEIGHT = • • Interlock P -hook DOOR UNIT HEIGHT -10.125" Assembly OH LENGTH Assembly = Assembly PANEL HEIGHT = Heavy-duty Stiles Heavy-duty Stile DOOR UNIT HEIGHT -1.866" zOOI OH RATIO =' 1 PRODUCT REVISED Heavy-duty Stile Q as complying with the Florida Building Code Standard Astragal NOA-No. 17-0420.12 Outside Inside Corner Expiration Date 02/17/2020 OH RATIO = OH LENGTH By OH HEIGHT nn:�...r_ �...r,,. + r -.,.,•..,r __. ._ - -- - _...._._ __ .-. - .-..."... -.. Tv1 ,.__ a caa CUCCTC 71 Q. 1)0 CnR DART nrnAFnlclnr 11:Z AAIr) t4HFFTS 1R P. 19 FOR ASSEMBLY DETAILS. I nt rULLWVVUV.7 J JR ILC a I Iv- f , 1 l L_ V, v -fes. v_ ., ..vv . .... ., .v rr , Straight Astragal Lockstile @ 90" Astragal Lockstile @ 135' Astragal Lockstile @ Interlock P -hook Lockstile @Jamb Assembly Straight Astragal Assembly 90' Astragal Assembly 135° Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner Outside Inside Corner ;�fCorner Corner Inside Corner Outside Inside Corner Part #61(x2) Part #61 Part #61 Part #61 (Stile) part #67 (Astragal) Part #61 Part #61 (Stile) Part #118 (Corner part #119 (Out.) part 4120 (In.) Part #61 (Stile) Parts #31 & #32 Part #61 Receiver) I (Corn. & Fxd Mount) 1-0,05117 I C I REVISED TABLE 2, REMOVED EXAMPLE -1 JR 110/1014 1070 TECHNOLOGYARtI/E N. VENICE, FL 34275 (041) 48-1600 CERT. OFAUTH. M296 COPMGWO2017 PGT NpDUBTWn IND. DP AND ANCHORAGE SERIES 770 ALUM. SGD - LM IMPACT SGD-770 I NTS 1 7- 22 1 PGTO130 I C .�LIi_Illtlrr. JAY L N No. 58705 0� s Eos iS,"ONAI. tEN �. A. LYNN M1��ER, P.E. P.E.# 58705 TAt3Li= 3: i ILC a ^0 i rsrrvr,t- 1 1 r w �1 v" -- --- , Straight Astragal . �� __ . _ _ • _ Lockstile @ -- • - • - _ - -- - - - - ----- 90' Astragal - - Lockstile @ 135' Astragal Lockstile @ Interlock P -hook Lockstile @ lamb Assembly Straight Astragal Assembly 90' Astragal Assembly 135" Astragal Heavy-duty Stiles Heavy-duty Stile Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Heavy-duty Stile Maximum DP shown I below Heavy-duty Astragal For comer astragal anchorage on 90" or 135° comer units, see sheet t 1 • •••4 (May be limited by Table 3A) • Inside Carver. Corner Part #61(x2) Part #61 Part #61 Part 68 (Astragal) Part #68 (Astragal) Part #61' Door Unit Height Part #119 (Out.) Part #120 (In.) Part #61 (Stile) Parts #31 & #32 Part #61 Table applies to Glass Types 4, 4A, Receiver) 80" (Cann. & Fxd Mount) 84" 90" 96" 102" 108" 6, 6A, 7, 7A, 8 & 8A and the 69-7/8" DLO 73-7/8" DLO 79-7/8" DLO 85-7/8" DLO 91-7/8" DLO 97-7/8" DLO Stile/Astragal types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A LAAC p A B I C I D A 1 B 1 C I D A 1 B C D A 1 13 1 C I D A 6 1 C I D Design Pressure +/_ Opsf +/-82.5 psf +/-75.0 psf 17" Head/Sill C4+1 C4+1 C4+1 C4+1 'C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24" DLO Jamb 8 8 B 8 8 8 8 8 8 8 a 8 8 8 8- 8 10 10 10 10 10 10 10 1 10 P -hook 6+7 6+7 1 6+7 1 6+7 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+$ 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9--T+-9-1 8+9 Design Pressure +/-90.0 psf +/-82.6 psf +1-75.0 psi 23" Head/Sill C4+1 C4+1 C4+1104+11 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30„ DLO Jamb 8 8 8 $ 8 8 $ B 10 8 8 8 10 8 '8 8 10 10 10 10 10 10 10 10 E v P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +/--90,0 PSI` +/-82.5 psf +/-75.0 psf c 29" Head/Siff C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 04+1 C5+1 C5+1 C4+1 C4+1 IL �� DLO Jamb 10 B 8 8 10 8 8 8 10 $ 8 8 12 10 8 8 12 10 10 10 10 10 10 10 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+$ 7+8 7+8 8+9 8+9 8+9 8+9. 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 o Design Pressure +/--90.0 psf +/-82.5 psf +/--75.0 psf z 35" Head/Silt C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5t2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 42 DLO Jamb 10 8 8 8 10 8 8 8 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 P -hook 7+8 7+$ 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 9+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 1 8+9 8+9 8+9 Design Pressure +1--90.0 PSI` See Note Q ow. +/-82.5 psf +/-75.0 psf 41" Head/Sill C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2MC6+21 C5+2 C5+2 C6+2 C6+2 +2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 06+2 G5+DLO �� Jemb 10 8 8 8 12 10 8 8 8 8 14 12 8 8 14 12 10 10 14 10 10 10 P -hook 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 +10 9+10 9+10 9+1019+1019+ 10 9+10 9+10 9+10 9+10 NU I t A: +/-UU.0 i -'Jr I -UM VLt%00 I r r -CJ 4. !1, V, Vr1, I/1, o a vey EXAMPLE ON SHEET 9 NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4',3-1/4' AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTAL4ED. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" n nrr nl Irr70 114 o 013 rnD DADT n1ndCk1C1nk1Q Akin CZWr:1=T4z 1R R 1Q P:r7R AR.RPURtl Y nFTAII S- I lit t-ULLUVVINU a i ILC a ^0 i rsrrvr,t- 1 1 r w �1 v" -- --- , Straight Astragal . �� __ . _ _ • _ Lockstile @ -- • - • - _ - -- - - - - ----- 90' Astragal - - Lockstile @ 135' Astragal Lockstile @ Interlock P -hook Lockstile @ lamb Assembly Straight Astragal Assembly 90' Astragal Assembly 135" Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal K Outside Corner Outside Corner Inside Corner d Inside Corner Outside • •••4 .. • Inside Carver. Corner Part #61(x2) Part #61 Part #61 Part 68 (Astragal) Part #68 (Astragal) Part #61' Part #61(St!le) Part #118 (Corner Part #119 (Out.) Part #120 (In.) Part #61 (Stile) Parts #31 & #32 Part #61 Receiver) (Cann. & Fxd Mount) I JRA 1-4V5117 C I REVISED TABLE 3, ADDED EXAMPLE. I 10/!0/14 1070 TECHNOLOOYDRIVE N. VENICE, FL 34275 (941)480.1800 CERT. OFAUTH. #28298 cOPYRloHroonr PGrMSTRJES M. DP AND ANCHORAGE SERIES 770 ALUM. SGD - LM IMPACT TABLE 3A: Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush -1-1/2" see note 3 Low - 2-1/2" +46.67 Medium - 3-1/4" +60.0 High - 4" +90.0 SEE NOTES 1-3 SGD-770 I NTS I B-1 22 1 PGTO130 I C PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0420.12 Expiration Date 02/17/2020 BY y Mia I -Da- roduct Control `ylllllllf/ �. Qtv 1 6I fV/V ., LICENSE/�<� 7� NO - 58705 r ��ORIDP .•'G�� zA.L S 9N,N``\\ 1//IIIII1%0 A. LYNN MILLER, P.E. P.E.# 58705 • • I++•� OH LENGTH 0 oI ... • z OH RATIO z 1 T o •••• • O 00 a A •••• • OH LENGTH • • • OH RATIO = OH HEIGHT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0420.12 Expiration Date 02/17/2020 BY y Mia I -Da- roduct Control `ylllllllf/ �. Qtv 1 6I fV/V ., LICENSE/�<� 7� NO - 58705 r ��ORIDP .•'G�� zA.L S 9N,N``\\ 1//IIIII1%0 A. LYNN MILLER, P.E. P.E.# 58705 • K ••• • •••4 .. • • •••• SEE SPLICE NOTE, THIS SHEET 4.051 24" MAX. O.C. 24" MAX. O.C. f- 48" NOM. PANEL WIDTH 3.5" POCKETS NO FRAME "9+10" P -HOOK ANCHORAGE CONSISTS OF: Building Code JAMB REQUIRED @ - EXTERIOR (9) P -HOOK ANCHORS, (PERPENDICULAR TO GLASS PLANE) SEE TABLE 2, SHEET 7 (10) P -HOOK SEE "C5" CLUSTER DETAILS, SHEET 10 FOR INTERLOCK POCKETS AND ANCHORAGE EXAMPLE NOTES: 1 Building Code 0000 SEE POCKET (10) P -HOOK r �__ x (TOTAL 8 JAMB MOUNTING INSTALLATION, ADAPTER i _ 6„ MAX. _ x X X x X THIS SHEET ANCHORS MIDWAY X INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. °, MAX. .� & SHEET 14 BETWEEN P -HOOK SEE "C5" CLUSTER TABLES, SHEETS 6-8 AT EACH INTERLOCK AND 0000 x X X • K x END PANEL • • • • X X x . 13" I (SES' �.. SKETCH BELOW) • • • ANCHORS & AT 3" I''0 ANCHORAGE ANCHORAGE 0000 ' . FROM TOP &i BOTTOM a 14" 1 °z Q . i MAX. O.Cuj o o 7718- MAX. TO OPENING i Cn 0 ® I • EDGE OF POCKET SEE I a 0• I 0000 INSTALLATION l x a i w I ®I 14" MAX. O.C. DETAILS'Jc'&'Kc', o i �-�I®I I I- 'o' END PANEL SHEET 14 & PART 'J' tu tiQ ®j ! I \—ANCHORAGE (2 ANCHORS) DETAILS &'K', SHEET 19 FOR i t��J j o 3" MAX, P -HOOK 6'• MAX. +2« ANCHORS X X , X x MAX- HNIT WIDTH 48" NOW PANEL WIDTH X SEE "C5" CLUSTER DETAILS, REQUIRES "C6" SHEET 10 FOR INTERLOCK CLUSTER, SEE / DETAILS, SHEET 11 X x = FRAME co ANCHORS 0 Oo = P -HOOK 0 ANCHORS M0 = P -HOOK MOUNTING ADAPTER ANCHORS ANCHORAGE END PANELx x x x ANCHORAGE ' J x x xx x x X (SEE SKETCH BELOW) «+2« L42« CENTERLINE 8" MAX., TYP'!�1' CHORALE ANCHORAGE OF PANEL 1 AN x x X X x +2« ANCHORAGE :XAMPLE: 5 -PANEL, 2 TRACK, 90° OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: I.8" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) W�"Ojjlffl%3EA JR I 04W17 �By: jDatc JR I 10/10/14 =NU NA14tLANL:t1VK tAULr i IVN. (--+'I' ANUMUKAlit UNLT): DISTANCE TO NEXT CLUSTER TO BE — 24" O.0 OR LESS I CENTERLINE OF ENO PANEL ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: LCENTERLINE JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR OF PANEL 2 O.C. (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE P -HOOK ANCHOR DETAILS ON SHEET 14. "+2" ANCHORAGE REQUIRES SEE "C5" CLUSTER END PANEL "C6" CLUSTER,.SEE CENTERLINE DETAILS, SHEET 10 (�— CENTERLINE ANCHORAGE - ,l OF DETAILS, SHET 11INTERLOCK FOR ASTRAGAL I ASTRAGAL (2 ANCHORS) 4.051 --•� 3.5 • • • o /t CENTERLINE +2« ANCHORAGE --/CENTERLINE i OF PANEL 3 �_ OF PANEL 4 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 1070 TECHNOLOGYDRIVE N. VENICE, FL 34276 (941)480-16W C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. CERT: OFAUTH. #29296 COPYRIGHT 010f7 *•d By. DaW,PGT #4WIMM MC. ALL RIGHTSROERVED • SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL 24" MAX. O.C. X X " x x 6" MAX. X x PRODUCT REVISED as complying with the Florida ANCHORAGE EXAMPLE NOTES: 1 Building Code 0000 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 x ANCHORS 2) ANCHOR LOCATION SPACING FOR ANCHOR (TOTAL 8 UNIT 21" MAX- QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: HEIGHT O.C. PER JAMB CENTERLINE OF • X INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. BELOW) USE SPECIFIED CLUSTER FROM APPROPRIATE • x SEE "C5" CLUSTER TABLES, SHEETS 6-8 AT EACH INTERLOCK AND 0000 x X X • K x END PANEL • • • • X X x . —1� x ' 6" MAX. ANCHORAGE DETAILS, SHEET 10 STRAIGHT AND CORNER ASTRAGAL LOCATION, (SES' �.. SKETCH BELOW) • • • +2« «+2« FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL ANCHORAGE ANCHORAGE 0000 "+2" ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. 0 ADDITIONAL ANCHORS 24" O.C. MAXIMUM. W�"Ojjlffl%3EA JR I 04W17 �By: jDatc JR I 10/10/14 =NU NA14tLANL:t1VK tAULr i IVN. (--+'I' ANUMUKAlit UNLT): DISTANCE TO NEXT CLUSTER TO BE — 24" O.0 OR LESS I CENTERLINE OF ENO PANEL ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: LCENTERLINE JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR OF PANEL 2 O.C. (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE P -HOOK ANCHOR DETAILS ON SHEET 14. "+2" ANCHORAGE REQUIRES SEE "C5" CLUSTER END PANEL "C6" CLUSTER,.SEE CENTERLINE DETAILS, SHEET 10 (�— CENTERLINE ANCHORAGE - ,l OF DETAILS, SHET 11INTERLOCK FOR ASTRAGAL I ASTRAGAL (2 ANCHORS) 4.051 --•� 3.5 • • • o /t CENTERLINE +2« ANCHORAGE --/CENTERLINE i OF PANEL 3 �_ OF PANEL 4 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 1070 TECHNOLOGYDRIVE N. VENICE, FL 34276 (941)480-16W C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. CERT: OFAUTH. #29296 COPYRIGHT 010f7 *•d By. DaW,PGT #4WIMM MC. ALL RIGHTSROERVED • SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL 24" MAX. O.C. X X " x x 6" MAX. X x PRODUCT REVISED as complying with the Florida X X X Building Code 0000 4 PAIRS OF x ANCHORS 96" x 96" (TOTAL 8 UNIT 21" MAX- ANCHORS) HEIGHT O.C. PER JAMB x� (SEE JAMB X DETAIL BELOW) x • x • • 0000 x X X • K x END PANEL • • • • X X x . —1� x ' 6" MAX. ANCHORAGE • • (SES' �.. SKETCH BELOW) • • • +2« «+2« ANCHORAGE ANCHORAGE 0000 2.04" 21" MAX. O.C. 6" MAX. "+2" ANCHORAGE--/ CENTERLINE OF PANEL 5 • 0000 6« SPLICE NOTE: 0 NOW STRUCTURAL '.. • ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE EXTERIOR HEAD OR SILL IF A SPLICE C� OCCURS AT THE P -HOOK. 2 -TRACK FRAMEJAMB ANCHOR PAIR ANCHORAGE SPACING & EXAMPLE PLANS rwx SERIES 770 ALUM. SGD - LM IMPACT boif"At-vt Smb: Sae«k Cn.i7p Ho. Rer. SOD -770 NTS 9 a 22 PGTO130 C � �� ,•• �ICENSF �� i No.58705 Z- 7- A. LYS 1\I UA, P.E. P.E.# 58705 0000 PRODUCT REVISED as complying with the Florida 0 0 Building Code 0000 NOA-No. 17-0420.12 5.64" • 0000 Expiration bate 2/17/2020 • 0 . By 2 -TRACK FRAMEJAMB ANCHOR PAIR ANCHORAGE SPACING & EXAMPLE PLANS rwx SERIES 770 ALUM. SGD - LM IMPACT boif"At-vt Smb: Sae«k Cn.i7p Ho. Rer. SOD -770 NTS 9 a 22 PGTO130 C � �� ,•• �ICENSF �� i No.58705 Z- 7- A. LYS 1\I UA, P.E. P.E.# 58705 0000 0 0 0000 0000•• • 0000 • 0 . 0 •• • 0000•• •0000• 0 •• •0.00 00 0000• • •00 • 0 0• • 0 0 0000•• 0000.. • • 0000.. 0• • 0 0000 ASTRAGAL OR SPLICE LOCATION INTERLOCK-4—IF NEEDED CENTERLINE I EXTERIOR ID 2 -TRACK FRAME HEAD/SILL V- ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4" ASTRAGAL ORSPLICE LOCATION INTERLOCK-4—IF NEEDED CENTERLINE I EXTERIOR 15 3 -TRACK FRAME HEAD/SILL n ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL ORSPLICE LOCATION INTERLOCK-"�—IF NEEDED CENTERLINE EXTERIOR ASTRAGAL OR I (FOR SPLICE INTERLOCK—, CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) EXTERIOR EXTERIOR 4" DIAG. IG 2 -TRACK FRAME HEAD/SILL (a� ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") 4" ASTRAGAL OR SPLICE LOCATION INTERLOCK--�—IF NEEDED CENTERLINE , EXTERIOR lu ASTRAGAL OR (FOR SPLICE INTERLOCK --I CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) --13. 5" 1-- 1 B. EXTERIOR ID 4 -TRACK FRAME HEAD/SILL (cD ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 2.04" I ' -t 4" DIAG. - 3 -TRACK FRAMEHEAD/SILL Gt0, ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") 2 -TRACK FRAME HEAD/SILL P ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 2.04" 21" MAX. O.C. �6" DIAG. 2.04" EXTERIOR 2.04" 21 5.64" MAX- O.C. 6" MAX. —2 TRACK FRAME JAMB 6" MAX. ANCHOR PAIR -r-- ASTRAGAL OR SPLICE LOCATION INTERLOCK - t -IF NEEDED 2,04" CENT—ERLI 7E `L-:1 3.5" 4.08" EXTI[E�RIIOR V ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) —� 3.5" [— IS - :z 4 - EXTERIOR I 4" DIAG. I ^ 5.37" DIAG. I , 7" --►-I 4 -TRACK FRAME HEAD/SILL (aD- ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "05") 1' --JR— I 04/05/17 C I NO CHANGES THIS SHEET. I 2.04" It EXTERIOR 15 4.08" 1070 TECHNOLOGYORIVE N. VENICE• FL 34275 (941)450-1600 CERT OFAUM. #29296 COPYRIGHT 02017 PaT #4"TRAM M AU MGH/S RESERVED 3 -TRACK FRAME HEAD/SILL l7a ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR (FOR SPLICE INTERLOCK'-) CONDITION, DO NOT !1GAITr—Q1 IPIP USE THIS DETAIL) 6" MAX. DIAG. 5.64" I 4 -TRACK 6" DIAG. FRAME JAMB EXTERIOR ANCHOR PAIR •- --- ANCHORS ••ANCHORS MAY BE INSTALLED . •' • _ EITHER IN THE EXT. OR INT. • • • TRACK (INT. SHOWN) • • • • NOTES: • 5.64" 1. ALL DIMENSIONS SHOYVN ARE BASED ON MIN. 6060 ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT 3 TRACK FRAME JAMB '-HOOK SEE SHEET 9. ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION TIF NEEDED 4 -TRACK FRAME HEAD/SILL 0ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION ANCHORAGE. EXAMPLE CLUSTERS M. SERIES 770 ALUM. SGD - LM IMPACT Sav!%s/1Nodat Scwoc Shat D/rMnp Na SGD-77o NTS 10 d 22 PGT0130 C PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0420.12 Expiration Daty 02/17/2020 By 1�i111111II, ' *P No. 58705 �O; STATE %l �RInA N . '" ,01VAL A. LYNN MILLER, P.E. P.E.# 58705 00 • 0000 •••••• 0 •• 0000 0000•• •0000• 2.04" 2.04" INTERIOR 2.04° INTERIOR 2.04" "+1" ANCHOR INTERIOR INTERIOR 7" 4" DIAG. 4" DIAG. 8.94" 6.12" 6.12" 3.5" 3.5" INTERIOR INTERIOR ° 7n INTERIO / 1 INTERIOR 1 ° 90 L3. 90" 3. " OFF PANELCENTERLINE EXTERIOR _ EXTERIOR ° 4" DIAG. 4 4" DIAG. I I ----A3.5" � 4"- 2.04" J EXTERIOR 90" CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4.08" --� — — INTERIOR —q-�-- INTERIOR 4.08" �---� 3.5., 4" 7" 2.04" EXTERIOR 90" CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "136") EXTERIOR 90" CORNER 3 -TRACK FRAME HEADISILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS) INTERIOR —,-1 -6.12" [--- --4 3.5" 2.04" EXTERIOR 4" 135" CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, " INTERIOR 4.08" INTERIOR 7.41" I 135 , EXTERIOR 4.08" 5.37" DIAG. /f , 7 , I I �-� 3.5" ON EXTERIOR 7" 4" INTERIOR EXTERIOR ALL 135° CORNER VIEWS 3 -TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS) 2.04" 4e IF EXTERIOR INTERIOR 16.12" f 4" DIAG. \ V I I°— --' 6.12" INTERIOR 5.88" 135 2.04" —J ( � 3.5" 4" 4" DIAG. �--• � 3.5" � 4,1 7 EXTERIOR 7 EXTERIOR 90" CORNER 135° CORNER 4 -TRACK FRAME HEAD/SILL 4 -TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS) AT ALL 4 -TRACK CORNERS) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070 TECHNOLOGY RIVE 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N. VENICE, FL 34275 IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (941)480-1600 Re ay JR NW 04106117 RaWshm: C NO CHANGES THIS SHEET. CERT.OFAU TH.#{29296 Ur 9y. 0"Au: Checked W Del,: coPm (Wro zd+r PGT#"-1SnUES,INC. JR 10110114 1 1. AURCffM ESERV&? 2.04" 7 4 EXTERIOR 8.94" 135° CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") "+1" ANCHOR _ CENTERLINE I (� OF PANEL AMr ..HnR 1.5'�^ 7" EXTERIOR 4.08" CENTERLINE OF PANEL "+3" ANCHOR NTERLINE 2.04 ��OF PANEL 4 -TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT (3 -TRACK SIMILAR) "+2" ANCHOR 0 2.04" ° 4" DIAG. 3.5" CENTERLINE OF PANEL "+3"ANCHOR •••• 2.04" 4" DIAC' ° • 3.5" • • • T' • • .. CENTEROW OF PANEL 2 -TRACK FRAME HEAD/SILL '..' INTERMEDIATE ANCHOR LAYOUT ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUM. SGD - LM IMPACT svi"OdleSnL: SheC DWWAV H. Rer. SGO-770 NTS 11 a 22 PGTO130 C PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 By /cE� 1 ,%11111Itor, YNAI i LICENS j .. <' No. 58705 STA S /S;()NAL 1NG`�. A. LYNNILLER, P.E. P.E.# 58705 INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1116" EXTERIOR 114" G] MAX. o SHIM EMBEDMENT: SEE TABLE A, 7SEEANCHOR SHEET 1 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR NOTES NOTE 3, SHEET 1 &TABLE A, SHEET 1 2 -TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (114" MAX.) EXTERIOR a 2-1/16" * EMBEDMENT: SEE TABLE A. SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" 114" MAX. EXTERIOR SHIM 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 3 -TRACK FRAME HEAD W WOOD INSTALLATION 2X WOOD WOOD ANCHOR TYP., TYR, SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 ANCHOR NOTE 5, SHEET 1� :r,.-(1/4" MAX.) z. _ n, EXTERIOR 2_1116" EDGE DISTANCE. I SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2 -TRACK FRAME SILL ow WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 —� I-- 2-1/16" * EXTERIOR a METAL TYP., SMS ANCHOR TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 4, SHEET 1 & TABLE A, SHEET 1 4 -TRACK FRAME HEAD Cw METAL INSTALLATION 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, 1 SHEET 1 1 (1/4" MAX.) EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 E 3 -TRACK FRAME SILL Ew WOOD INSTALLATION EXTERIOR 1 I{ a 2-1/16" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4" 1. ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. * DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE SMS ANCHOR TYR, METAL TYP., DETAILS, SHEETS 10 & 11. SEE ANCHOR NOTES SEE ANCHOR & TABLE A, SHEET 1 NOTE 4, SHEET 1 MIN. OF 3 THREADS BEYONA. THE METAL SUBSTRATE ..•; _ EMBEDMENT: SEE TABLE A,SHEET 1 ��• EDGE DISTANCE: SEE TABLE A, SHEET 1 4 -TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE PRODUCT REVISED TABLE A, SHEET 1 as complying with the Florida Building Code EMBEDMENT: SEE NOA—No. 17-0420.12 TABLE A, SHEET 1 EDGE DISTANCE: Expiration Date 02117/2020 SEE TABLE A, �....�_ EMBEDMENT: SEE 1 METAL TYP., SHEET 1 -trot TABLE A, SHEET 1 —� ---1 EDGE DISTANCE: SEE ANCHOR Ml�—D Mia a roduct Control rp EDGE DISTANCE: SEE TABLE A, NOTE 4, SHEET 1 2X WOOD SEE TABLE A, 2X WOOD SHEET 1 TYP., SEE ANCHOR SHEET 1 TYP., SEE ANCHOR 2-1/16"* NOTE 3, SHEET 1 NOTE 3, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES 2-1116" ` &TABLE A, SHEET 1 WOOD ANCHOR TYP., WOOD ANCHOR TYP., MIN. OF 3 SEE ANCHOR NOTES SEE ANCHOR NOTESTHREADS I i l l i I & TABLE A. SHEET 1 O \� & TABLE A, SHEET 1 EXTERIOR BEYOND THE \� �()14Y LYNb -•, ., EXTERIOR EXTERIOR METAL �� LVCENSF�� 1/4" MAX. SHIM 1--*- �I"L, e ' V 114" MAX. SHIM —�-� �- 114" MAX. SHIM ISUBSTRATE ` � : No. 587pg 2 -TRACK FRAME JAMB E 3 -TRACK FRAME JAMB 4 -TRACK FRAME JAMB � '� _ Gw WOOD INSTALLATION Hw WOOD INSTALLATION !w METAL INSTALLATION '7J •: o $L I9 1070 TECH NOLOGYDRW °aim°" 'r d O I N. VENICE, FL 34275 ANCHORAGE DETAILS %Fs <ORION.-' 16411.180-1600 „e, tee,. A.,x cr Rr. oFauTt1 �2s2ss SERIES 770 ALUM. SGD - LM IMPACT �NAt_ EN�`� JR 04100/17 C NO CHANGES THIS SHEET COPrnrcHToa01T s«wnaad t IGNTSIsh"12t ew: nrn VMa �"' A. LYNN MI��R, P.E. DMM W. Do ChavW B na•: PaTaiousTmEs u+c ® 5GD 77o -122 PGTO130 C P.E.# 58705 JR 10110114 ALL MGG" HesaxvW • 0000 •••••• • 0000•• 0000• 40 • • 00 •0.000 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: CONCRETE EDGE DISTANCE: SEE CONCRETE SEE TABLE A, SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 PER TABLE EDGE DISTANCE: TABLE A, SHEET 1 PER TABLE ti 2-1116" " PER TABLE SEE TABLE A, SHEET 1 2-1 /16" ' A, SHEET 1 EXTERIOR A, SHEET 1 SHEET 1 A, SHEET 1 EMBEDMENT: 1/4 EXTERIOR SEE TABLE A, MAX. a SHEET 1 SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 I 1/4" EXTERIOR MAX. SHIM NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 114" * DIAGONAL O.C. IS MAX. MIN 4" (HEAD & SILL) SHIM OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. CONCRETE ANCHOR TYP., PROPERLY SECURED 1X LCONCRETE ANCHOR TYP., SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES & TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2 -TRACK FRAME HEAD 6E 3 -TRACK FRAME HEAD Ac CONCRETE INSTALLATION W CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET -1_.Z 1 (1/4" MAX.) us EXTERIOR ` 2-1/160 PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 SEE ANCHOR NOTE 5 SHEET 1 j (1/4" MAX.) - PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 j (114" MAX.) 4 -TRACK FRAME HEAD cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES & WOOD BUCK TYP., SEE TABLE A, SHEET 1 7 ANCHOR NOTE 3, SHEET 1 EXTERIOR 1 t -- EXTERIOR 2-1/1 6 2-1 /16" EDGE DISTANCE: CONCRETE SEE TABLE A, SHEET 1 PER TABLE EMBEDMENT: SEE TABLE A, SHEET 1 A. SHEET 1 02 -TRACK FRAME SILL Dc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC.ICMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR 114" MAX. SHIM JR EDGE DISTANCE: CONCRETE SEE TABLE A, SHEET 1 PER TABLE EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 3 -TRACK FRAME SILL Ec CONCRETE INSTALLATION 2-TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION 04105117 1 C I NO CHANGES THIS SHEET. E 3 -TRACK FRAME JAMB W CONCRETE/CMU INSTALLATION 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 {941) 4804800 CERT. OFAuT14 029296 coPrR/Cwrozmr PGTW"TRIES• WQ All NUMB RESERVED EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 4 -TRACK FRAME SILL Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 I EDGE DISTANCE: SEE TABLE A, PROPERLY SECURED SHEET 1 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 } CONC./CMU ANCHOR 2-1/16" TYP., SEE ANCHOR NOTES & TABLE A, SHEET1 CONCRETE OR CMU EXTERIOR + PER TABLE (� A, SHEET 1 114" MAX. SHIM i �- 4-TRACK FRAME JAMB Ic CONCRETE/CMU INSTALLATION ANCHORAGE DETAILS MW SERIES 770 ALUM. SGD - LM IMPACT godek Sos1K BAwE Dneip Mo. Rar. SGS -77o NTS 13 d 22 PGT0130 I C CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 By Miami-Dadroduct Control ��%IIIIIII1// r .L r !VN No. 58705 =_ �O rSTR1 i �s '•��ORIDP '//1'0NALJ11111111IE\��. A. LYNN MILLER, P.E. RES 58705 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: CONC./CMU ANCHOR SEE TABLE A, TYP., SEE ANCHOR SHEET 1 EDGE DISTANCE: NOTES & TABLE A, ti SEE TABLE A, SHEET 1 = . SHEET 1 2-1116" ` PROPERLY SECURED 1X WOOD BUCK TYP„ SEE ANCHOR NOTE 3, CONCRETE CONCRETE SHEET 1 OR CMU ' OR CMU EXTERIOR PER TABLE A, SHEET 1 PER TABLE 1�, A, SHEET 1 1/4" MAX. SHIM�-- 2-TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION 04105117 1 C I NO CHANGES THIS SHEET. E 3 -TRACK FRAME JAMB W CONCRETE/CMU INSTALLATION 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 {941) 4804800 CERT. OFAuT14 029296 coPrR/Cwrozmr PGTW"TRIES• WQ All NUMB RESERVED EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 4 -TRACK FRAME SILL Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 I EDGE DISTANCE: SEE TABLE A, PROPERLY SECURED SHEET 1 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 } CONC./CMU ANCHOR 2-1/16" TYP., SEE ANCHOR NOTES & TABLE A, SHEET1 CONCRETE OR CMU EXTERIOR + PER TABLE (� A, SHEET 1 114" MAX. SHIM i �- 4-TRACK FRAME JAMB Ic CONCRETE/CMU INSTALLATION ANCHORAGE DETAILS MW SERIES 770 ALUM. SGD - LM IMPACT godek Sos1K BAwE Dneip Mo. Rar. SGS -77o NTS 13 d 22 PGT0130 I C CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 By Miami-Dadroduct Control ��%IIIIIII1// r .L r !VN No. 58705 =_ �O rSTR1 i �s '•��ORIDP '//1'0NALJ11111111IE\��. A. LYNN MILLER, P.E. RES 58705 INSTALLATION DETAILS EMBEDMENT: SEE WOOD FRAMING EMBEDMENT: SEE TABLE A, SHEET 1 PHOOK WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS TO PREVENT P' -HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) DISTANCE: SEE A, SHEET 1 EXTERIOR 1U 2.693" MIN. EDGE DISTANCE EMBEDMENT: SEE TABLE A, SHEET 1 P -HOOK CONCRETE OR CMU PER TABLE A, SHEET 1 P -HOOK FOR USE WITH FLAT SILL RISERS Jw PARTS #18, #20, #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP., SEE ANCHOR EMBEDMENT: SEE P -HOOK MOUNTING CONCRETE OR NOTE 4, SHEET 1; TABLE ASHEET 1 ADAPTER SMS A. CMU PER TABLE-. MIN. OF 3 THREADS ANCHOR TYP., SEE A, SHEET 1 BEYOND THE METAL ANCHOR NOTES SUBSTRATE 28 & TABLE A, SHEET 1 EMBEDMENT: (ALSO SEE TYP. ILLUSTRATION, SEE TABLE A, EMBEDMENT: SHEET 9) SHEET 1 SEE TABLE %, EDGE DISTANCE: SEE SHEET 1 A= TABLE A, SHEET 1 P -HOOK SMS ANCHOR TYP., / EXTERIOR SEE ANCHOR NOTES J -R & TABLE A, SHEET 1 V (ALSO SEE TYP. 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE P -HOOK FOR USE WITH BOX SILL RISERS PARTS #19, #21, #23 OR #25, METAL INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY I JR 1 04105117 1 C I NO CHANGES THIS SHEET. 1 Drawn a JR 1070 TECHNOLOGYDRI N. VENICE, FL 34275 (941) 480-1600 CERT OFAUTH. #29296 C0PYR9?NT02017 POT 1NDUSTRIEA WC, N1 RIGHTS RESERVED Ul 2.693" MIN. EDGE DISTANCE • 2s I EMBEDMENT: SEE TABLE A, SHEET 1 ANCHOR CMU ZIPANCHOR TYP., SEE �` ANCHOR NOTES & TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE tEXTERIOR M V P -HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A,SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) E P -HOOK FOR USE WITH ANY SILL RISER Jc PARTS #18, #20, #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION EMBEDMENT: SEE TABLE A, SHEET i P -HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 1-1/4" MIN. EDGE DISTANCE P -HOOK CONC./CMU / ' EXTERIOR ANCHOR TYP., SEE J ANCHOR NOTES & TABLE DEI? A. SHEET 1 2.693" MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P -HOOK FOR USE WITH BOX SILL RISERS Kc PARTS #19, #21, #23 OR #25, CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY ANCHORAGE DETAILS SERIES 770 ALUM. SGD - LM IMPACT s.6..6016tstein sn..r No. Rw: SGD-no NTS 1 14 of 22 1 PGTO130 C NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES, 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED P -NOOK AND P -HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. 0000 0000. 0000 0000 I. PRODUCT REVISED as complying with the Florida Building Code NCA -No. 17-0420.12 Expiration By ��111IIIrrr11 � �4CENS� •�� J No. 58705 1 ,o' I ►- �, S ATE OF �\ i��4'O ss RtDP•. /O/VAI-0, ' A. LYNN MILLER, P.E. P.E.# 58705 0000 0000 0000 0000 0000.. 0000 0000.. 0000.. 0000.. 0000. 000.0 0000.0 0000.. CONFIG. EXAMPLES HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS'Aw' &'Ac',W SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'Dw' &'Dc', SHEETS 12 & 13 PANEL CORNER DETAIL MAX. UNIT WIDTH MAX. DLO WIDTH- - I DTH #10 X 1-1/2" PH SMS PANEL TYPE 'AS' EXAMPLE: 90° INSIDE CORNS NOM. PANEL WIDTH TYP. PER TABLES 1-3 INTERIOR EXTERIOR MAX. UNIT WIDTH ' Material 124 Kommerling 4SG TPS Spacer System PANEL 125 Quanex Super Spacer nX(' with Hot Melt Butyl PANEL PANEL TYPE Materials 127 Cardinal A- Edge Spacer TYPE 'QS' CORNER DETAIL'N2', A' NOM. SHEET 19 & CORNER PANEL 'K' PANEL. % WIDTH TYP. HEIGHT PER NOTE 2 TABLES 1-3 LlSEE h / MAX. HEIGHT DLO PER INTERLOCK DETAIL 'M', SHEET 19 X X X T� HEIGHT TABLES 90° #10 X 1-1/2" PH SMS PANEL TYPE 'AS' EXAMPLE: 90° INSIDE CORNS NOM. PANEL WIDTH TYP. PER TABLES 1-3 INTERIOR EXTERIOR MAX. UNIT WIDTH X 111 a 4 PANELS - XX/XX ,-\ SILICONE SILICONE STRUCTUI HERS POLYISOBUTYLI WITH DESICQ FRAME CORNER DETAIL Part # Description Material 124 Kommerling 4SG TPS Spacer System 90" 125 Quanex Super Spacer nX(' with Hot Melt Butyl PANEL Quanex Duraseal Spacer Materials 127 Cardinal A- Edge Spacer CORNER DETAIL'N2', TYPE SHEET 19 & CORNER 'K' ANCHORAGE SHEET 11 MAX. UNIT , h / MAX. HEIGHT DLO PER INTERLOCK DETAIL 'M', SHEET 19 HEIGHT TABLES EXTERIOR INTERIOR El I 1-3 X 111 a 4 PANELS - XX/XX ,-\ SILICONE SILICONE STRUCTUI HERS POLYISOBUTYLI WITH DESICQ FRAME CORNER DETAIL Part # Description Material 124 Kommerling 4SG TPS Spacer System See this Sheet Tor 125 Quanex Super Spacer nX(' with Hot Melt Butyl 126 Quanex Duraseal Spacer Materials 127 Cardinal A- Edge Spacer REFtKENL;t I t5 1 KtF'UK I S; r I L-0111, WOU a OUI V JR 1 04105/17 1 C I NO CHANGES THIS SHEET. wn ¢r Data 10*0kadl tom: JR 1 10/10114 #8X1" PH SMS EXT.GLASS STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS --v JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'GW & 'Gc', SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.12'". •: PANEL HEIGHT = DOOR UNIT HEIGHT - 1.8W.. • ••• HOT -MELT BUTYL �. •• • �3/16'NOM. ••••. • • .61 `--INT. GLASS —INT. GLASS ,24 KODISPACE 4SG TPS 125 SUPER SPACERONXTTM BUTYL & DESICCANT FOAM EXT. GLASS --\ 1070 TE'CHNOLOGYDRIVI N. VENICE, FL 34275 (941) 480-1600 CERT. OFAUTH. #29M CO YRlGRT02o17 PGT 1r"AnVES, Wr_ All. RIGHB RESERVED —ALUMINUM REINFORCEMENT pOLYiSO- BUTYLENE 5/16" NOM. SEAL ROLL -FORMED _ STAINLESS STEEL EXT. GLASS GLASS t26 DURASEAL® SPACER DESICCANT FILL AREA 5116" NOW r --SILICONE SEAL -q,// t—INT. GLASS 127 XL EDGE"mSPACER ANCHORAGE DETAILS / EXAMPLE ELEVATIOI nux SERIES 770 ALUM. SGL) - LM IMPACT syy.y,� Soda: I SJwh DraoftAa. Ror SOD -770 NTq 15 at 22 1 PGTO130 C PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Da 2/17!2020 By �`11111t1111/ �1J`l LYIVA( No. 58 705 O STAf0 0R10 /S1pNAL ili A- LYNN MILLER, P.E. P.E.# 58705 CONFIG. EXAMPLES HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS'Aw' &'Ac',y SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'Dw' & 'Dc', SHEETS 12 & 13 PANEL CORNER DETAIL MAX. UNIT—_ WIDTH MAX. —DLO_ WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 PANEL PANEL PANEL PANEL TYPE TYPE TYPE 'QS' 'AS' TYPE NOM. MAX. UNIT MAX. PANEL MAX. HEIGHT PANEL ; WIDTH TYP. DLO PER HEIGHT SEE PER HEIGHT TABLES NOTE 2 TABLES 1-3 1-3 � a b a �90° #10 X 1-1/2" PH SMS EXAMPLE: 90° INSIDE CORNS 4 PANELS - XX/XX SILICONE SILICONE STRUCTURAL HERS POLYISOBUTYLENE WITH DESICCANT FRAME CORNER DETAIL Part # Description Material 124 Kommeding 4SG TPS Spacer System 125 Quanex Super Spacer nXf with Hot Melt Butyl See this Sheet for Materials 126 Quanex Duraseal Spacer 127 Cardinal & Edge Spacer REFERENCE I t5I KI=VUKI S: t I L -Of 11, M)" N OWU I JR I 04105/17 I C I NO CHANGES THIS SNEET. I—inwn r. D&W, IchacwBA Oafs: #8 X 1" PH SMS EXT. GLASS STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS --i MAX. UNIT WIDTH INTERIOR EXTERIOR 90� CORNER DETAIL'N2', SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERLOCK DETAIL 'M', SHEET 19 EXTERIOR INTERIOR JAMB DETAIL 'G3', SHEET 18; INSTALLATION DETAILS 'Gw' &'Gc', SHEETS 12 & 13 • DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.12E"••; PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866;. • HOT -MELT BUTYL 3/16" NOM. • • • . 4, // \ --INT. GLASS �� —INT. GLASS 1za KODISP'A/CE 4SG TPS 125 SUPER SPACER®NXTTM BUTYL & DESICCANT FOAM EXT. GLASS ---% 1070 TECHN0L0GYAR1V1 N. VENICE, FL 34275 (941)480 -IMO CERT. OFAUTH. #29299 COPYRIONT02017 PGr&vmTnnm wr- ALUMINUM 5/18" NO CEMENT POLYISO- BUTYLENE 7 SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS GLASS 128 DURASEAL® SPACER DESICCANT FILL AREA �5/16` NOM. SILICONE SEAL -q,// —INT. GLASS XL EDGE"mSPACER ANCHORAGE DETAILS / EXAMPLE ELEVATIOi rAW SERIES 770 ALUM. SGD - LM IMPACT 6Msa7VfoGC Sow: She.0 Ofr»yp Ne. Ner. SOD -77o NTS 15 - 22 PGT0130 C PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420,12 Expiration Da 2/17/2020 By Miami-DProduct Control \`11}tlllll/I No. 58 705 =�0 STA I g 44' l� F4ORIDA 'pNAL EN• /11/II111%0 A- LYNN MILLER, P.E. P.E.# 58705 CQNF) V. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 ED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 1$; SHEET 18; INSTALLATION DETAILLS 1 V& 18; INSTALLATION DETAILS INSTALLATION DETAILS'Aw' &'Ac', DETAILS'Gw' &'Gc'. L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 137 SHEETS 12 & 13 SHEETS 12 & 13 90° SEE FRAME&' PANEL CORNER CONSTRUCTION DETAILS SHEET 15 EXAMPLE: OXXX (2 -TRACK) ASTRAGAL DETAILS'L1' & L2, SHEET 19. JAMB DETAIL'H2', SHEET 18; INSTALLATION DETAILS 'HW &'Hc', SHEETS 12 & 13 MAX HE F TAI K. T HT .ES S SILL DETAIL 'D', SHEET 18; INSTALL DETAILS 'Dw' & 'Dc', SHEETS 12, &13 MAX. DLO \. /IT1Tl MAX. UNIT HEIGHT PER TABLES 1-3 SILL DETAIL'D', SHEET 18; I MAX. UNIT WIDTH INSTALLATION DETAILS 'Dw' &'Dc', SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2 -TRACK) r. JAMB DETAIL'11', SHEET 18; INTERLOCK DETAIL 'M', SHEET 19 INSTALLATION DETAILS 'Iw' & "1 INTERLOCK DETAIL'M', SHEET 19 'Id, SHEETS 12 & 13� HEADER DETAIL -1 'B' SHEET 18' P -HOOK DETAIL `J' &'K', SHEET —� 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETA[L'12', SHEET 18; INSTALLATION 'Jc', 'Kw' &'Kc', SHEET 14 DETAILS 'Bw' &'Bc', DETAILS 'IW &'Id, SHEETS 12 & 13 SHEETS 12 & 13 7 MAX. UNI I VV 1L) 11-1 PANEL PANEL PANEL TYPE PANEL PANEL PANEL 'M' PANEL PANEL TYPE TYPE PANEL TYPE TYPE TYPE 'R' 'L' TYPE 'D' 'A' WIDTH TYP. 'R' 'L' MAX. 'M' 'F' MA DLO NOM. PANEL SHEET 15 HEIGHT UN HpIE WIDTH TYP. % GHT ER h X MAX. PER O SEE TABI DLO TABLES 1-3 NOTE 2, 1 HEIGHT -3 DLO NOTE 2r SHEET 15 TABLES 1-3 a a SHEET 15 o X NAAY 11NIT winTH --H SEE FRAME&' PANEL CORNER CONSTRUCTION DETAILS SHEET 15 EXAMPLE: OXXX (2 -TRACK) ASTRAGAL DETAILS'L1' & L2, SHEET 19. JAMB DETAIL'H2', SHEET 18; INSTALLATION DETAILS 'HW &'Hc', SHEETS 12 & 13 MAX HE F TAI K. T HT .ES S SILL DETAIL 'D', SHEET 18; INSTALL DETAILS 'Dw' & 'Dc', SHEETS 12, &13 MAX. DLO \. /IT1Tl MAX. UNIT HEIGHT PER TABLES 1-3 SILL DETAIL'D', SHEET 18; I MAX. UNIT WIDTH INSTALLATION DETAILS 'Dw' &'Dc', SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2 -TRACK) r. JAMB DETAIL'11', SHEET 18; INTERLOCK DETAIL 'M', SHEET 19 INSTALLATION DETAILS 'Iw' & "1 INTERLOCK DETAIL'M', SHEET 19 'Id, SHEETS 12 & 13� HEADER DETAIL -1 'B' SHEET 18' P -HOOK DETAIL `J' &'K', SHEET —� 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETA[L'12', SHEET 18; INSTALLATION 'Jc', 'Kw' &'Kc', SHEET 14 DETAILS 'Bw' &'Bc', DETAILS 'IW &'Id, SHEETS 12 & 13 SHEETS 12 & 13 7 EXAMPLE: OXXXp (3 -TRACK, RIGHT POCKET) 04/007 1 C JR 1 10110114 NO CHANGES THIS SHEET. DO SILL DETAIL'S', SHEET 18;�� INSTALLATION DETAILS 'Ew' &'Ec', SHEETS 12 & 13 1070 TECHNOLOGYDR10 N. VENICE, FL 34275 (941) 490-1600 CERT. OFAUTH. #29299 COvvRwµrrozorr POrWO l3►RX9, Arl ALL R/GHTS RESERVED MAX. UNI I WIU I H —–'� MAX. UNI I VV 1L) 11-1 PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' ,F, PANEL PANEL PANEL PANEL NOM. TYPE TYPE TYPE TYPE WIDTH TYP. 'R' 'L' MAX. 'M' 'F' OTE 2, DLO UNIT SHEET 15 HEIGHT NOM. % GHT ER h X X U PANEL WIDTH TYP. O 3LES MAX. SEE PER -3 DLO NOTE 2r TABLES 1-3 HEIGHT SHEET 15 a , � o x x x EXAMPLE: OXXXp (3 -TRACK, RIGHT POCKET) 04/007 1 C JR 1 10110114 NO CHANGES THIS SHEET. DO SILL DETAIL'S', SHEET 18;�� INSTALLATION DETAILS 'Ew' &'Ec', SHEETS 12 & 13 1070 TECHNOLOGYDR10 N. VENICE, FL 34275 (941) 490-1600 CERT. OFAUTH. #29299 COvvRwµrrozorr POrWO l3►RX9, Arl ALL R/GHTS RESERVED MAX. UNI I WIU I H —–'� PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' ,F, 'F' 'P' NOM. PANEL /I WIDTH TYP. SEE MAX. PER OTE 2, DLO TABLES 1-3 SHEET 15 HEIGHT % X X U X O EXAMPLE: XXXO (4 -TRACK, BY-PASS) M JAMB DETAIL 'G3', SHEET 18; INSTALLATION DETAILS 'Gw' &'Gc', SHEETS 12 & 13 z m X � INTERLOCK DETAIL /' 'M', SHEET 19 90° OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNER ANCHORAGE /SHEET 11 j/ INTERIOR EXTERIOR NOM. PANEL WIDTH TYP. PER TABLES 1-3 UNIT WIDTH HEADER DETAIL 'C', SHEET 18; INSTALLATION DETAILS 'Cw' &'Cc', SHEETS 12 & 13 MAX. UNIT HEIGHT PER TABLES 1-3 SILL DETAIL'F', SHEET 18; INSTALLATION DETAILS 'Fw' &'Fc', SHEETS 12 & 13 EXAMPLE ELEVATIONS MW SERIES 770 ALUM. SGD - LM IMPACT 6rfsuModd: Sms: &4-b &—*wAb. A�w SGD-770 NTS 16 at 22 PGTO130 C PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date By \�tttllllrl�, tGENSF No. 58705 i;;c\ STAI 11�7 is1'' RIDP is �ONALtENG�� A. LYNN MILLER, P.E. P.E.# 58705 0000 0000•• • 0000 • 0000•• PANEL'S RIGHT STILE TYPE PANEL SINGLE INTERLOCK SINGLE INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL BOX OUT ASTRAGAL BOX IN INT CORNER 90 LOCKSTILE EXT CORNER 90 LOCKSTILE EXT CORNER 90 RECEIVER INT CORNER 90 RECEIVER EXT CORNER EXT CORNER i35 RECEIVER INT CORNER 35 RECEIVER 0000•• • •• • • TYPES OUT IN STILE W/ HANDLE BOX OUT BOX IN W/ HANDLE W/ HANDLE W/ HANDLE W/ HANDLE W/ HANDLE W/ HANDLE 90 RECEIVER #118 W/ HANDLE W/ HANDLE #31 #118 #&1 #31 #120 #119 #61 #118 #6 #61 #61� SINGLE INTERLOCK F / P K ! R �^ (� TC V �/t /�'t / V T1 i1 / (/ OUT (eoxrour)SIN LE INTERLOCK f �+ C I C SQ S �A ` � V `� j � V Y IN poxour (aox/r9 FIXED©R �- f� S FD FC FV FW STILE (eoxoun (60") LOCKSTILE D (` // (�// J W/HANDLE (BOXCM) (81) uj ASTRAGAL eox our PANEL NOTES: 0.. W! HANDLE (soxou:7 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL, SIZES & DESIGN PRESSURE. • ASTRAGAL j\ J 1 V ^ INTERIOR RIGHT BOX. IN LEFT 1l 2. PANEL TYPES NOT SHOWN OR CROSSED ON. J W/ HANDLE (eoxrrg PANEL PANEL EXTERIOR ARE NOT REQUIRED FOR ANY CONFIGURATIOM • AND ARE NOT AVAILABLE. FSTILE ASTRAGAL STILE 0000 (1) . BOX OUT (eoxou7) (eoxour) 3. 90° ASTRAGALS TO USE HEAVY-DUTY STILES. I— U_ ASTRAGAL (#61), CORNER RECEIVER (#118) AND EITHER PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND ...1. EXTERIOR (#119) OR INTERIOR (#120) CORNER ..... STILE/ASTRAGAL REQUIREMENTS. LLJ Box IN APPLICABLE ASTRAGALS. • INT CORNER (60") (soxrr� 4.1350 ASTRAGALS TO USE HEAVY-DUTY STILES• � so LOCKSTILE R T Cl (#61) AND CORNER ADDON (#31). • • J LU W/ HANDLE #120 EXT CORNERSILL - ►1 r * .232« • • RISERS OPTIONS 232" i Z <L 90 LOCKSTILE w/ HANDLE #119 T �� 232^ I - .232" EXTERIOR EXTERIOR PRODUCT REVISED 062" as complyingwith the Florida ad EXT CORNER #61 90 RECEIVER W/HANDL' #118 C w w (`/'�i�j' EXTERIO_F EXTERIOR ,062" j�L-�1 4,055" Building Code •062" 3.305" NOA-No. 47-0420.12 2.555" #61 INT CORNERR 90 RECEIVER A T AS DF 1.567" •062" Expiration Date 02/17/2020 �Lj W/ HANDLE 18 By Miar�ift -ba PProduct Co trn of EXT CORNER #118 90 RECENER CF 18• FLUSH 1-1/2"IT" 2� LOW, 2SE2 FLAT 22 MED UIM, 3-,1/4" 24 HIGH, 4"ER, FLAT #61 EXT CORNER #31 135 RECEIVER V[ VS VF ! I ---i N— •750" 750° EXTERIOR W/ HANDLE #61 EXTERIOR EXTERIOR I � 750" EXTERIOR 4 � 062" INT CORNER #31 35 RECEIVER W/ HANDLE #61 V V f V Y V WF <Y31 ri .906" 062' 4.055° .062° 062" 2.555" 3.305" '%, 1.5x7^ �. �Lj__ �•�` � , ....... !V SILL RISER, BOX LICEN,s+ SILL RISER, BOX SILL RISER, BOXI"SILL 19 RISER, BOX 21 23 MEDIUM, 3-1/4" No. 8705 25 HIGH, 4" = FLUSH, 1-1/2" LOW, 2-1/2" NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 f�• �; � 0.SF, dTE OF 1070 7-EC14NOLOGYDRIVE t Iain N. VENICE, FL 94275PANEL TYPES ORM P . • ' �� `�� 1)480-1600 !r;�NgL Rmww. n.Ia R• CERT�OFAUTH. #29M SERIES 770 ALUM. SGD - LM IMPACT 11 %G JR 04/05/17 C NO CHANGES MIS SHEET omt� C0PYRfMr� s�Ie o, K �r , R, A. LYNN MILLER P.E. onWmer. JR Arte. cbodmd Dere 10110114 nu, Rr3f s f SERVW 177t7 ®� saD-no NTS 22 PGTo 130 C P.E.# 58705 0000 0000•• • 0000 • 0000•• • 0.0.00• 0000•• 0000•• • •• • • 0000 ASSEMBLY DETAILS E (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL LENGTH 14 OF JAMB 2 -TRACK JAMB 60 OR 61 CLIP #80 OR #105 6" LONG W 2 -TRACK JAMB 105 6" LONG CLIP #105 W/ RETAINER #106 113 MIDSPAN (SHOWN WITH FIXED PANEL TO 5 THE INTERIOR) -FLEXTERIOR i0 OR 6 ID EXTERIOR EXTERIOR 121 SEE DETAIL ON SHEET 15 EXTERIOR a SHOWN WITHE 2 -TRACK W/SCREEN OPT.SCREEN eFRAME HEAD TRACK �1 I, EXTERIOR — v (121 EXTERIOR a EX7 'u E G3 2 -TRACK JAMB (SHOWN WITH OPERABLE: PANEL) G4 2 -TRACK JAMB W/SCREEN SEE DETAIL ON SHEET 15 E 3 TRACK �,V FRAME HEAD OR 61 FULL PANEL JAMB LENGTH 10 OR 6' SEE DETAIL G1 FOR FIXED PANEL CUP SEE DETAIL G2 FOR FIXED PANEL CLIP EXTERIOR �EXTERIOR? OR 61 FUXTER�OJR EXTERIOR 3 -TRACK JAMB 3 -TRACK JAMB 4 -TRACK JAMB4-TRACK JAMB. H1 (SHOWN WITH SFIXEDPANELTOEhi (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH '..' OPERABLE PANEL) FIXED PANEL TO OPERABLE PAN4-6.), THE EXTERIOR) THE INTERIOR) 000: 121 SEE DETAIL ON SHEET 15 • 0000 • •• • ••0• 113 5 • G EXTERIOR a EXT 4 -TRACK C FRAME HEAD MAX. UNIT HEIGHT PER TABLES 1-3 PRODUCT REVISED as complying with the Florida Bullding Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 B � — Y �. EXTERIOR 112 - ® 5 5 toll I I17 LICENS+��(� 2 -TRACK W/SCREEN E 3 -TRACK �4 TRACK Q`•' a� FRAME SILL FRAME SILL �hJFRAME SILL = ;' No. 58705 =_ * ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES - 1 -3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. =�0sA EO )� �= F 1070 TECHNOLOGYDRIVE ° i �s ' FOR{pA . • ' �� Nr �a 276 VERTICAL SECTION DETAILSMI) 600 7W Revvd8r. DOW fftvfw u: CERT. OFAUTH. &79296 SERIES 770 ALUM. SGD-WINDOW - LMI JR 04/05117 C NO CHANGES THIS SHEET I r I r M I 1 1 E 1. P` conrRfGHroaoty COQ'* see: sr«•t °r"°t"e"'� R1'4 A. LYNN MILLER, P.E. Dawn BY Dafa: edB Date: PGTffi9=nW.S,1NQ JR 02/20/14 ALL fNGH7SRESERiEb GD 770 wINDOw NTS 18 d 22 PGTO 129 C P.E.# 68705 0000 • • 0000 0000•• 0000• 0000• 0000•• • • • 0000•• E FULL LENGTHSMS, #10 X 3/*123 2 -TRACK JAMB XOFJAMB CLIP #80 OR #105 6" LONG W/ RETAINER #123 (SHOWN WITH MIDSPANR FIXED PANEL TO THE EXTERIOR) EXTERIOR 121 SEE DETAIL ON SHEET 15 EXTERIOR a SHOWN WITHE 2 -TRACK W/SCREEN OPT.SCREEN eFRAME HEAD TRACK �1 I, EXTERIOR — v (121 EXTERIOR a EX7 'u E G3 2 -TRACK JAMB (SHOWN WITH OPERABLE: PANEL) G4 2 -TRACK JAMB W/SCREEN SEE DETAIL ON SHEET 15 E 3 TRACK �,V FRAME HEAD OR 61 FULL PANEL JAMB LENGTH 10 OR 6' SEE DETAIL G1 FOR FIXED PANEL CUP SEE DETAIL G2 FOR FIXED PANEL CLIP EXTERIOR �EXTERIOR? OR 61 FUXTER�OJR EXTERIOR 3 -TRACK JAMB 3 -TRACK JAMB 4 -TRACK JAMB4-TRACK JAMB. H1 (SHOWN WITH SFIXEDPANELTOEhi (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH '..' OPERABLE PANEL) FIXED PANEL TO OPERABLE PAN4-6.), THE EXTERIOR) THE INTERIOR) 000: 121 SEE DETAIL ON SHEET 15 • 0000 • •• • ••0• 113 5 • G EXTERIOR a EXT 4 -TRACK C FRAME HEAD MAX. UNIT HEIGHT PER TABLES 1-3 PRODUCT REVISED as complying with the Florida Bullding Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 B � — Y �. EXTERIOR 112 - ® 5 5 toll I I17 LICENS+��(� 2 -TRACK W/SCREEN E 3 -TRACK �4 TRACK Q`•' a� FRAME SILL FRAME SILL �hJFRAME SILL = ;' No. 58705 =_ * ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES - 1 -3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. =�0sA EO )� �= F 1070 TECHNOLOGYDRIVE ° i �s ' FOR{pA . • ' �� Nr �a 276 VERTICAL SECTION DETAILSMI) 600 7W Revvd8r. DOW fftvfw u: CERT. OFAUTH. &79296 SERIES 770 ALUM. SGD-WINDOW - LMI JR 04/05117 C NO CHANGES THIS SHEET I r I r M I 1 1 E 1. P` conrRfGHroaoty COQ'* see: sr«•t °r"°t"e"'� R1'4 A. LYNN MILLER, P.E. Dawn BY Dafa: edB Date: PGTffi9=nW.S,1NQ JR 02/20/14 ALL fNGH7SRESERiEb GD 770 wINDOw NTS 18 d 22 PGTO 129 C P.E.# 68705 0000 • • 0000 0000•• 0000• 0000• 0000•• • • • 0000•• ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) OR 61 15 EXTERIOR �P -HOOK FOR FLAT SILLS j (EXT. OR INT. MOUNT) OR 15 EXTERIOR P -HOOK FOR BOX SILLS K:17 EXT. MOUNT ONLY EXTERIOR a E STANDARD ASTRAGAL #67 L1 WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) HEAVY-DUTY ASTRAGAL #68 L2 WITH HEAVY-DUTY STILES #61 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) 135' OUTSIDE CORNER 01 2 -TRACK SHOWN 04106117 1 C I NO CHANGES THIS SHEET. RM CNeoked De!•: 10110114 4 INTERIOR 90° OUTSIDE CORNERE 90° INSIDE CORNER N1 2 -TRACK SHOWN N2 2 -TRACK SHOWN INTERIOR 31 LOCK PART 75 R 107-110 5 4 INTERIOR 11 7 135° 14 5 fit 32 103 EXTERIOR 61 11 5 7 135° INSIDE CORNER % 2 -TRACK SHOWN INTERIOR 1070 TECHNOLOGYORIVE QB146- N. VENfCF, FL 34275 HORIZONTAL SECTION DETAILS, CORNERS (341) 480-1600 Tf„ CERT. OFAUTH. #2920 SERIES 770 ALUM. SGD - LM IMPACT CL1PYFt1G/1T 02717 6arfesMod�k srals: srwt DM"* o Ila. RW. SGD-770 NTS 19 22 PGTO 130 C OR 61 EXTERIOR lu 600R61 eINTERLOCK M PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration By ML \.0,�Illllll��77/ ��`�`\��•'• LICENSE ��% _ No, 58705 O� STV 10NAL i0 A. LYNN MILLER, P.E. REA 58705 * ITEM #61 (HEAVY-DUTY .... STILE) SHOWN, ITEM #60 ••• (STANDARD STILE) ALSO • ... APPLICABLE, SEE TABLES • • • 1-3, SHEETS 6-8 FOR DP •• • (PSF) ASSOCIATED WITH • • • • STILES. • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration By ML \.0,�Illllll��77/ ��`�`\��•'• LICENSE ��% _ No, 58705 O� STV 10NAL i0 A. LYNN MILLER, P.E. REA 58705 Item p GTg.# PGT# ion Description 60 17306 617306 2 -TRACK HEAD 2 17303 617303 2 -TRACK HEAD WITH SCREEN RAIL 3 17309 '6117309 3 -TRACK HEAD 4 17312 617312 4 -TRACK HEAD 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/JAMB ADD-ON 7 17304 617304 2 -TRACK SILL 8 17301 617301 2 -TRACK SILL WITH SCREEN RAIL 9 17307 617307 3 -TRACK SILL 10 17310 617310 4 -TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADD-ON (SEE NOTE 3) 13 17316 617316 FRAME SILL SCREEN END ADD-ON (SEE NOTE 3) 14 17305 617305 2 -TRACK JAMB 15 17302 617302 2 -TRACK JAMB WITH SCREEN RAIL 16 17308 617308 3 -TRACK JAMB 17 17311 617311 4 -TRACK JAMB 18 17322 617322 SILL RISER - FLAT, FLUSH, 1-1/2" 19 17319 617319 SILL RISER -BOX FLUSH, 1-1/2" 20 17321 817321 SILL RISER - FLAT, LOW, 2-11T 21 17318 617318 ISILL RISER - BOX LOW, 2-1/2" 22 17355 617355 SILL RISER - FLAT, MEDIUM, 3-1/4- 23 17354 617354 SILL RISER -BOX MEDIUM, 3-1/4" 24 17323 617323 SILL RISER - FIAT, HIGH, 4" 25 17320 617320 SILL RISER -BOX HIGH, 4" 26 17333 617333 POCKET P -HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P -HOOK 28 17334 617334 POCKET P -HOOK MOUNT 29 17335 617335 P -HOOK COVER 30 17348 617348 POCKET P -HOOK FOR BOX RISER 31 17378 617378 135 CORNER 32 17376 617376 135 FIXED MOUNT 110 1732 ITEMS 40-53 ARE SCREEN PARTS: 40 4319 612258 SCREEN SIDE RAIL - LOCKSTILE 41 1235 7LOCKWGSK SCREEN LOCKSET 42 1712 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 668 7SRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER - ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 OXD SCREEN ASTRAGAL ADAPTER 51 1692 61692 SCREEN SPLINE- 165" 52 1694 81694 SCREEN SPLINE -.150" 53 61816C20 SCREEN CLOTH 54 1725 1/2"X4" X IIW' SET. BLOCK, NEOPRENE 85 +/-5 55 1726 1" X4' X 1/16" SET. BLOCK, NEOPRENE 85 +/S JR I 041W17 I C I NO CHANGES 7HIS SHEET. W. Daft: Cb•d •d Ikft JR 10110114 Item DPG # PGT# Description 60 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) fit 17327 617327 94TERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. -THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71695 1-1/2" X i"X3/4" HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW -899, DOW -995 OR GE -7700 75 8185 78185X GEMINI MORTICE 3 -PLY DUAL LOCK W/LON0 TRIM PLATE 76 71032XIFPFX 910-32 X 1" FL. SS SCREW W/ TYPE "F" TIP 77 7103239 10-32 STEEL ZINC U -NUT 79 17357 617357 V IG BEAD 80 17359 617359 7/16" BEAD / FIXED PANEL CLP 81 17360 617360 9/16" BEAD 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE INC, 112" X1116" SGL SIDE ADH. TAPE, POLYETH. 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 AMB BUMPER 102 1696 71696 DUST PLUG 103 8186 78186X 1" KEEPER 104 653 7SOKEEP SCREEN LOCK KEEPER 105 17344 61734- FDD PANEL CLIP - 6" LONG 106 17352 617352 FD(ED PANEL RETAINER- St 16" 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KT -RECESSED EXTERIOR PULL 111 710)04PPSDAX #10 X 3/4" PH: PN. TEK - S.S. 112 1235 67S16 WSTP, .270 X.170 - FIN SEAL 113 1712 64086 .187" X _230" F INSEAL 114 71OX115PPX #10X1-1/2" 115 710XPPT 910 X 1" 116 720XIX 914-20 X 1' S.S. 117 720X112X 914-20 X 1-112" S.S. 118 17336 617338 90 DEGREE CORNER RECEIVER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 617352 FWD PANEL RETAINER, 7/8" 1070 7ECHN000GYORIV!~ M VENICE, FL 30276 (901) 480.1600 CERT. OFAUTH. +029296 COPYROff02017 PGrrfiwnws� INC Au. MCl TVRESMM NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-59, 66, 78, 84-•99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. PARTS LIST Tft SERIES 770 ALUM. SGO - LM IMPACT W004odbtSa.N: Sno•! D*"v N&lur. SGl7-770 NTS 20 d 22 PGT0130 C PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 By . TCENT,��'�� * No.58705 //'CNAL �/llrr►1111�� A. LYNN MILLER, P.E. P.E.# 58705 0000 0000 • • • • 0000 • • • 0000•• • • •• 0000 ••• • • •0• • •0• • • O.vv (� )2-1 KAUK HtHu �J (6063-T6 AL) 6.198" 1" 2 -TRACK HEAD W1 SCREEN TRACK �J (6063-T6 AL) 7.105" 0.081" --j O 3 -TRACK HEAD - (6063-T6 AL) 15" To 4 -TRACK SILL (6063-T6 AL) 6.526" 0.0801, 1.505" 1.211" 03 -TRACK SILL (6063-T6 AL) 6.221 " 0.080" Fj 1.505" 1.211" G) 2 -TRACK SILL W/ SCREEN TRACK (6063-T6 AL) RN 2 -TRACK JAMB W/ 15 SCREEN TRACK (6063-T6 AL) 9.142" 4.49" 0.! 0.080" 1.211 " HL 1.505„ 0.081" J O4 -TRACK HEAD (6063-T6 AL) -� 1.514" 1.260" 0.060" OFRAME HEADMAMB SCREEN ADD-ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS, JR I 04ro5117 I C I NO CHANGES THIS SH>=ET. wn 8y: Deco: 1"'j ilOCltOd B PAS: JR 10/10/14 0.062" 0.532" 1.516" O7 2 -TRACK SILL (6063-T6 AL) ' 0.060" 0.760" --1.990" FRAME SILL SCREEN FRAME SILL SCREEN 12 ADD-ON 13 END ADD-ON (6063-T6 AL) (6063-T6 AL) REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS OR 3/16" MASONRY OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. ANCHORS @ 24" MAX. O.C. 1070 TECHNOLOGY DRIVE N. VEMCE, FL 34275 mtl4s0-I&W CERT. OFAUTH. &29296 cUP19four02011 POT INDUSTRIES. NIG AU RIGHTS RESERVEP )5" 16 3 -TRACK JAMB (6063-T6 AL) 14 2 -TRACK JAMB (6063-T6 AL) W1 47 4 -TRACK JAMB (6063-T6 AL) EXTRUSIONS TAW SERIES 770 ALUM. SGD - LM IMPACT S "ODdet - Slit DnwYgMa Rsr. SGD-770 NTS 2l - 22 PGT0730 C 1.872" 1-- 0.062" -- 1.019" SCREEN 4o STILE (6063-T6 AL) t9" 1.045" 1.993" 0.062" SCREEN 45 TOP RAIL (6063-T6 AL) I•� 0.8�E�'• 0.06'1*: SCREEN ••• 46 BOTTOM RAIL • (6063-T6 AL) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 " Expiration Date 02/17/2020 By `�1tii111f1!!II 10 No. 58705 qf �O sra) a t r T' NR� S ��'�S7CNAL ENG��• IJJJ m t%\ A. LYNN MILLER, P -E. P.E.# 58705 .... ...... . . 0.718" 0.062" 0.264 JJJ @FRAME SCREW COVER (6063-T6 AL) 016" 0.83" �� 3.802" 0.752" 0.574" 0.080" 0.075" @ � 1 SILL0.075" 26 @OK P -HO (6063-T6 AL) (8063AL) 31 135' CORNER (6063-T6 AL) 2.30" 1.488" .080" 1.870" 32 135" FIXED MOUNT (6063-T6 AL) 5" 67 STANDARD ASTRAGAL (6063-T6 AL) 1.003" 0.757" O.oSo° 105 FIXED PANEL CLIP (6063-T6 AL) .550" 0.709" 0.080" ---� FIXED PANEL 106 RETAINER, 9/16" (6063-T6 AL) 2.304" 0.796" 0.062" P -HOOK MOUNTING 28 ADAPTOR (6063-T6 AL) 68 HEAVY DUTY ASTRAGAL (6063-T6 AL) il 0.0801 IT- 0.709" 2.£ -j 0.863 8I-"- FIXED PANEL 123 RETAINER, 7/8' (6063-T6 AL) 5" 1.i 80" 118 90' CORNER RECEIVER (6063-T6 AL) I JR 1 04/05117 1 C I NO CHANGES THIS SHEET. I rata14 60 STANDARD STILE (6063-T6 AL) ac 69 TOP/BOTTOM RAIL (6063-T6 AL) md 3.802" 0.752"JL=== --*y 0.885" 1.163"� 0.233" J 0.062"J- I � P-HOOK SCREW 2s COVER 0.080" 3o P -HOOK FOR BOX RISER (6063-T6 AL) (6063-T6 AL) 4" r-�- 1.739" �I 0.133" -J 1.600 0.062" I �- 3.125" @61 HEAVY DUTY STILE62 INTERLOCK (6063-T6 AL) @ADAPTER (6063-T6 AL) ►4" 1.888" 1.050" F11" 1.050" � 1.050" .2r.045" " 6 485" 045" ,045" �-- 79 LAZ NGG) 80 81 77/116" GLAZING 9/16" GLAZING _ FIXED BEAD (6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) 5.621" 116 906 OUTSIDE CORNER ASTRAGAL (6063-76 AL) 1070 TECHNOLOGYDRM N. VENICE, FL 34275 (341) 480-1600 CERT. OFAUTH. #28296 00PYRR•Nr02017 Pcrmmmnws, Wr, AU R GHM aEsrIVFn 120 90° INSIDE CORNER ASTRAGAL (6063-T6 AL) EXTRUSIONS SERIES 770 ALUM. SGD - LM IMPACT 5Wb%SkcWk -'m-ftSGD-770 NTS 22 a 22 PGTO130 C -�-{ 1.303" 0.325" 0.062" 65 INTERLOCK SCREW COVER. (6063-T6 AL) '..' • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-0420.12 Explration Date 02/17 BYE LICEN,y� No. 58705 � � STATE 0 ' i �S► 14ORION �ONAL E\�.``• A. L` A141MILLW P.E_ P.E.# 58705 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE MULLIONS / -� SEE DETAILS INSCRIBED INSIDE RECTANGULAR A-D,G,H; SHAPE SHEETS 2-4 /J/ SEE DETAILS A THRU G, / If / I f I 1 \ SEE DETAILS SHEETS 2-4 _-_- _ _ ___ i ATHRU G; SHEETS 2-4 OPENING VERT. HEIGHT MULL FOR LENGTH HORIZONTAL SEE DETAIL E, MULL SHEE7 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE / III MANUFACTURED BY PGT. I //SEE DETAILS LHORIZONTAL A TS 2 MULL SHEETS 2 4 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: I --OPENING WIDTH ---I SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. CODES/STANDARDS USED: I---HORIZ, MULL LENGTH --i OPENING HEIGHT UH LENGTH INSTRUCTIONS. ................. - -- - ------- 1 ELEVATIONS.. ..................-............. FOR OPENING 1 MULL HEIGHT LLL LENGTH u i L L I --OPENING WIDTH ---I SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. CODES/STANDARDS USED: I---HORIZ, MULL LENGTH --i OPENING HEIGHT 1 INSTRUCTIONS. ................. - -- - ------- 1 ELEVATIONS.. ..................-............. FOR MULL TO 2X WOOD. ....................... 2 MULL TO 1X & MASONRY......_...... M MU LLL 2 u 3 I 4 3 'J •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2015. #AISI S100-12 OAISC 360-10 GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD, OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN1,1180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE.LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NONS 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULARITRAPEZOIDAL". GENERAL NOTES ............ ___ _...... 1 INSTRUCTIONS. ................. - -- - ------- 1 ELEVATIONS.. ..................-............. 1 MULL TO 2X WOOD. ....................... 2 MULL TO 1X & MASONRY......_...... 2 INSTALLATION NOTES ............... _.. 2 MULL TO MASONRY— ....... . ........... 3 MULL TO STEEL STUD ...... -........... 3 MULL TO MULL ................................ 3 ALTERNATATE CLIPS ........... ...... _.4 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. BAY MULL INSTALLATION .............. 4 1 X 2 X.125 MULL SPECS.... ........... 5 1 X 2 X .375 MULL SPECS ............... 6 1 X 2.75 X .375 MULLS PECS .......... 7 1 X 2.75 X .65 MULL SPECS ............ 8 1 X 3.125 X _500 MULL SPECS._......9 1 X 4 X.126 MULL SPECS ------------- -10 1 X 4 X.375 TUBE MULL SPECS.... 11 1 X 4 X .375 "T" MULL SPECS........ 11 • 1.25 X 3.188 X 265 MULL SPECS... 12 • • 1.25 X 3.25 X.100 MULL SPECS..... 13 1.25 X 3.25 X.624 MULL SPECS__.._ 14 • • 1.25 X 3.94 X.624 MULL SPECS..... 15 • 2 X 4 X.25 MULL SPECS ................ 6-2 16- 2X 6 X.25 MULL SPECS ...... _----- ... 17 • 126 X 2.11 X.126 MULL SPECS.... 180 • 30• X 3.25 BAY MULL SPECS........, 19• • 45-X 3.25 BAY MULL SPECS ....... 20 MULLION & CLIP DIMENSIONS..-,. 21••6 EXAMPLES 1 & 2 ................ ............ 24N LOADING EXAMPLES ...................... 25. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIM FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE VERT. MULLION CAPACITY (LBS/FT-1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT�) FOR THE OPENING OBTAINED IN MULL STEP 1). LENGTH 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. OPENING WIDTH 6 FROM THE ANCHOR CAPACITY LBS TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ) FOR VERTICAL MULL OPENING WIDTH �FORVERTICALMULL ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. MULTIPLE MULLIONS 7) IF THE MULLION CAPACITY (LBS/FT`) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA- TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED, WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT-) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT-) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. a_ J J LU m Z_ U) LU U Q 0Qm 15M PRODUCT REVISED as complying with the Florida Building Code NOA--No. 17"0630.01 Expiration Date 05/26/2021 By Miami�Prdu.t LYNNi�'�, i ��•t� uCENsi' No. 58705 /f..�- -. Q STATE OZONAL F ((7 s A. LAN'M11.1 HFH '3.E. FL P.E.# 58705 DETAIL A: DETAIL B: MULLION MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP OR WOOD FRAMING WOOD BUCK AND MASONRY AND ATTACHMENT (OFFSET CLIP SHOWN} (STANDARD CLIP SHOWN) BY SEE NOTE 1. SEE NOTE 1. - .. -- . -- SHEET 1. EDGE o DISTANCE FOR WOOD SCREWS �260"MAX FOR ALL MULLIONS TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1 B-1 68 EDGEEND DISTANCE SEE TABLES 16-138 .17 FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PAN HEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1W S.S. AGGREGATOR MASONRY ANCHORS. EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR(� 6 m `m'm PER SUBSTRATE, if A 'n 9 - SEE TABLES 1B -13B PRODUCT REVISED BUCKSTRIP as complying with the Florida AND Building Code 17-0630 01 ATTACHMENT NOA-NO. BY EMBEDMENT' T'r ' SEE NOTES, OTHER Expiration Date 05/26/2021 SHEET1.By [ .. Miami -0a roduct Control PMN 2.7 KSI CONCRETE OR CMU FRONT VIEW `i.1tllIfit/, pNLY CE S's _ * No. 58705 %� tT PEF ((� F•'••.FcoR1oP.••'• ��'� ' .fi70NAL A. LYW MILER, P.E. FL P.E.# 58705 N > Z `� c W MIN 2.7 KSI • ' EDGE W 0 U. o it TYP, ANCHOR o `-• W PER SUBSTRATE, 2 U SEE SEE TABLES 1B -13B LL TYP. ANCHOR(� 6 m `m'm PER SUBSTRATE, if A 'n 9 - SEE TABLES 1B -13B PRODUCT REVISED BUCKSTRIP as complying with the Florida AND Building Code 17-0630 01 ATTACHMENT NOA-NO. BY EMBEDMENT' T'r ' SEE NOTES, OTHER Expiration Date 05/26/2021 SHEET1.By [ .. Miami -0a roduct Control PMN 2.7 KSI CONCRETE OR CMU FRONT VIEW `i.1tllIfit/, pNLY CE S's _ * No. 58705 %� tT PEF ((� F•'••.FcoR1oP.••'• ��'� ' .fi70NAL A. LYW MILER, P.E. FL P.E.# 58705 N > Z `� c W MIN 2.7 KSI • ' EDGE W 0 = ' CONCRETE OR CMU' ' I DISTANCE, UJ SEE SEE TABLES 1 U) EDGE DISTANCE 1B -13B H FOR MASONRY = Q •C) (- • • ANCHORS • O 0) SIDE VIEW Z •� • LU .. . c EITHERTHE •••• •� �- •• • z Q STANDARD OR • •U d • z m OFFSET MULL Z U 4a CLIP MAY BE so" LLJ •2 « °• INSTALLED BY••� ° • o �Z zz THIS METHOD. • • •� •f•-- --••• Z�- •••� z ••• Q0) O) • •Z • • z • Q • 0 Z _ • .i- m 00 a U1 - • m a • • i- • UJ J 0 0 04 O L • • Cn U1 U z a O O Z 12- (/) a m0 O O TYP. ANCHOR(� 6 m `m'm PER SUBSTRATE, if A 'n 9 - SEE TABLES 1B -13B PRODUCT REVISED BUCKSTRIP as complying with the Florida AND Building Code 17-0630 01 ATTACHMENT NOA-NO. BY EMBEDMENT' T'r ' SEE NOTES, OTHER Expiration Date 05/26/2021 SHEET1.By [ .. Miami -0a roduct Control PMN 2.7 KSI CONCRETE OR CMU FRONT VIEW `i.1tllIfit/, pNLY CE S's _ * No. 58705 %� tT PEF ((� F•'••.FcoR1oP.••'• ��'� ' .fi70NAL A. LYW MILER, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. I r 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114" S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR - m DETAIL E: 'h 9 MULLION TO MULLION a oa o --i .125' MIN. o C3 `° 5 INTERSECTION NOTES: a o a (U -CLIP) 1) MAY BE INSTALLED IN `TEE` OR'CROSS' �� o i INTERSECTIONS. w VARIES w 2) MAY BE INSTALLED HORIZONTALLY ^z + (SHOWN) OR VERTICALLY. c i N 3) SEE U -CLIP DRAWINGS, SHEETS 21-23 0 TOP VIEW Ff1R C ORRESPONDING MULLION. w V% (0 a +~ VARIES LINTERSECTION U -CLIP FRONT VIEW k12 STEEL SCREWS, ` \\�SELFIO'N'A TNG SE PRE DRILL MULLION RND USE SMS � MULLION EXTERIOR SEE SHEETS 21-23 FO HOLE LOCATION EDGE DISTANCE SEE TABLES 1B -13B DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) TYP. ANCHOR A PER SUBSTRATE, / TYP. ANCHOR • �/ SEE SHEETS EITHER THE 21-23 FOR HOLE � I /—PER SUBSTRATE, MULLION STANDARD OR I I SEE TABLES 1B -13B co OFFSET MULL CY , S C7 I 1 30 2• CLIP MAYBE I I EDGE DISTANCE INSTALLED BY •I-- Z • :� II f FOR MASONRY THIS METHOD . . •••au I I ° ANCHORS Z . m •••W I I F p p 0 •••� •Q e •• G !1 EXTERIOR d' 0 0 d � . Q O Z: CV 0 THE OFFSET CUP IS 00 o EDGE DISTANCE ° p Jyr N RECOMMENDED FOR d FOR MASONRY p w •a 0 Q FIN -FRAMED 2 ANCHORS a E m0 0 WINDOWS, BUT MAY ° p OTHER FRAME TYPES. a° TYP. ANCHOR d PER SUBSTRATE, SEE TABLES 18-138 "`"-- TYP. ANCHOR PER SUBSTRATE, BUCKSTRIP SEE TABLES 15-1 3B AND ATTACHMENT BY OTHERS, e . EMBEDMENT s e < 1 SEE NOTE 1, SHEET 1. e • EDGE S� e DISTANCE –�rSEE TABLES MIN 27 KS1 CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B -13B FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. I r 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114" S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR - m DETAIL E: 'h 9 MULLION TO MULLION a oa o --i .125' MIN. o C3 `° 5 INTERSECTION NOTES: a o a (U -CLIP) 1) MAY BE INSTALLED IN `TEE` OR'CROSS' �� o i INTERSECTIONS. w VARIES w 2) MAY BE INSTALLED HORIZONTALLY ^z + (SHOWN) OR VERTICALLY. c i N 3) SEE U -CLIP DRAWINGS, SHEETS 21-23 0 TOP VIEW Ff1R C ORRESPONDING MULLION. w V% (0 a +~ VARIES LINTERSECTION U -CLIP FRONT VIEW k12 STEEL SCREWS, ` \\�SELFIO'N'A TNG SE PRE DRILL MULLION RND USE SMS � MULLION EXTERIOR SEE SHEETS 21-23 FO HOLE LOCATION EDGE DISTANCE SEE TABLES 1B -13B DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) FOR STEEL STUDS THINNER THAN 16 GA AND COMPLIANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED, SIDE VIEW 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW TYP. ANCHOR A PER SUBSTRATE, / SEE TABLES 16-136 • �/ SEE SHEETS 21-23 FOR HOLE � LOCATIONS MULLION FOR STEEL STUDS THINNER THAN 16 GA AND COMPLIANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED, SIDE VIEW 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW 3 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By `; Miami -D a Produet Control EDGE DISTANCE QNY LYNN ''•• SEETABLES �� 18-138 \ ��` LIGENSF * No.58705 �� '•, STATE F �44/ Aft41 Rt'0\ E. FL P. . 58705 0 U UJ � co CY , S C7 w 30 2• • .Q •I-- Z • :� . . •••au •z U Z . m •••W •� F 0 •••� •Q u% •• r 0 0 0 W-4 . Q O Z: CV 0 00 o A • W Jyr N W d . •S •a 0 Q Z — 2 O a E m0 0 3 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By `; Miami -D a Produet Control EDGE DISTANCE QNY LYNN ''•• SEETABLES �� 18-138 \ ��` LIGENSF * No.58705 �� '•, STATE F �44/ Aft41 Rt'0\ E. FL P. . 58705 DETAIL F: DETAIL G: FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP (F -CLIP) (ANGLE CLIP) SEE DETAILS A-0, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. STANDARD MULLION CLIP /-MODIFIED TO FIT FIELD CONDITIONS. INTO WOOD, STEEL, ALUM, CMU OR MASONRY EXTERIOR 0 10 O SIDE VIEW SHOWN WITH 1" X 4" X .1. MULLION STANDARD CLIP TO BE MODIFIED IN -FIELD. INTO WOOD, STEEL, ALUM, CMU OR MASONRY EDGE DISTANCE PERANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1,26"X 2.11" X .125" MULLION. 2) SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 0 EW s• 'ION END, STALLED HULL 4o kl m NIXK ® 0 W O gt N 0 N- UV o ti 01 it U gz v J LL INTO WOOD, STEEL, ALUM OR MASONRY F NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-146 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 5/26/2021 Q > By -� w Miami -D Product Control N UJ D: N a U Z t6LU 1111 LYNAf * No. 58705 rL ©Q;;�\ VET. z s a A. L'fWNIPALL�A, P.E. 0 FL P.E.# 58705 U') N -o U a) W O z a LU O � 2 P VIEW o U.1 m • •••• �•> w, :IF— Z0 • • Z •••• 2168 •� Z USS. m 2, • .2E0004 1 �. o� Z) • • Q Z Q O) ND, MUST BE • • • • • • Z N �- OF BAY MULL. • CD d • a • CD ; • • • UJ 1, to ... Cl) U z ¢ O O Z m05;.0 INTO WOOD, STEEL, ALUM OR MASONRY F NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-146 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 5/26/2021 Q > By -� w Miami -D Product Control N UJ D: N a U Z t6LU 1111 LYNAf * No. 58705 rL ©Q;;�\ VET. z s a A. L'fWNIPALL�A, P.E. 0 FL P.E.# 58705 TABLE 1A W- Q• (fj J r LL1 W a $ o a •••: • •••• • • •• (n Q U) z 04 1 Anchor Ca ity Table lbs F- C) Uu • Substrata: •••• 2.7k Concrete 3.5k Cone, • Hollow CMU x ••: Filed CMU PT Wood Metal 'S 5 5/16" Elco Mullion Capacity Table PbsM5 Qr 1/4' SS Elco 5116" Elco 1W SS Elco #10 Steel #12 Steel #12 Steel Anchor Type: r 311E Elco Ultracon 114" Elco Ultracan ulaacon 3116" Elco Ultracon 1/4" Elco Ultracon Agger ator Ultraoon AggleGator Screw (G5) Screw (GS) Screw (G5) Anchor Clip Pattems > 1. 2-12' 3-118" 1' Opening Width (for vertically-spartrtng mullions) or Opening Height (forhorizm-b*spaming mullions) 2-112" 2" 3-118" Y 0.48" 0.54' 0.324' Edge Distance (n): 1" 50 in 60 in 70 in e0 in Embedment (tn): 90 in 1-3/4" 1-3/4" 100 in Z" 1-114" 120 In 1-114' 1-114" 140 in 1-114" 2' 160 in 1-38' +cries Rectangular Trap/Triang. Rectangular Trap/Triang Rectangular TraplTrtang. Rectangular Trap/Triang. Rectangular TrAntTriang. Rectangular Trapi'Mang. Rectangular TrapNriang. Rectangular Loading Ttap/Triang. Loading Rectenguiar Loading Trapfiiang. Loafing 1 x 2 x.125 Loading Loading loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading 780 lbs 780 ft 680 ths 1560 lbs Alum. Tube 5401bs 560 lbs 760 lbs 880 Ibs 1992 lbs 682 lbs 1120 ft 2 Anchors Q 0.45" Min. O.C. / U -Clip, into .125' Alum. (Fig. 4k N/A WA WA WA WA NIA NIA 7WAI N/A WA r 715 lbs Ibe 1 Anchor F -Clip (Fig. 5): 1851bs f951bs 2251bs 445 IN 822 lbs 135 lbs 177 lbs 370 lbs Mullion 332lbs _atd•r 170 Its 221 Ibs 280 ma G � W N/A WNIA 11 341 IDs 442 lbs �bi � i a ab &.0 A 0 W a a $_W ac 0. WVc VWC UL�Wu L) ULQ��•app yiO7r U�cO U`O yjK1D U� (L¢JO.¢7 �� U�a UL QO�' V v U VL V Uii Uia :.% V oU � V UnU 'y CCC 3 U No tc lV- /V Cc' LdaU L C L 7n] O�C 'Uc 75 mC c QC uV ¢t,Y u a Q lYU c as2 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 421n 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 248 46.8 312 632 246 47.6 312 61.3 244 37.6 312 61.0 244 312 312 61.0 244 28.8 312 61.0 244 23.4 312 61.0 244 48 in T4.9 312 83.8 258 624 312 73.4 252 53.5 312 67.0 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 $0.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.3 219 5D.625in 63.9 281 70.6 234 53.2 261 61.5 228 247 44.8 199 329 24T 41.5 198 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 193 16.4 247 36.1 193 54 in 52.6 247 57.5 207 43.9 247 49.8 202 37.8 c 60 h 38.4 200 41.2 170 320 200 35.4 166 27A 200 31.6 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 158 0 631n 33.1 181 35.3 155 27.6 jai 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.6 181 2f.7 143 2 661n 28.8 165 30.6 142 24.0 165 26.1 139 20.6 166 23.1 136 18.0 165 21.0 134 72 in 222 139 23.3 120 18.5 139 19.9 118 15.9 139 17.5 116 78 in 16.9 125 19.7 1 109 15.7 125 15,8 107 78 in 17.3 118 18.2 104 TABLE 1 B W- Q• (fj J r LL1 W a $ o a •••: • •••• • • •• (n Q U) z 04 1 Anchor Ca ity Table lbs F- C) Uu • Substrata: •••• 2.7k Concrete 3.5k Cone, • Hollow CMU x ••: Filed CMU PT Wood Metal 'S 5 5/16" Elco Qr 1/4' SS Elco 5116" Elco 1W SS Elco #10 Steel #12 Steel #12 Steel Anchor Type: r 311E Elco Ultracon 114" Elco Ultracan ulaacon 3116" Elco Ultracon 1/4" Elco Ultracon Agger ator Ultraoon AggleGator Screw (G5) Screw (GS) Screw (G5) Anchor Clip Pattems > 1. 2-12' 3-118" 1' 2-1/2" i` 2-112" 2" 3-118" Y 0.48" 0.54' 0.324' Edge Distance (n): 1" Embedment (tn): 1-314" 1-3/4" 1-3/4" 1-314" Z" 1-114" 1-114" 1-114' 1-114" 1-1W 1-114" 2' 1-318" 1-38' +cries 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fg. 1): _39G Itis 390 ibs 450 Ibs 890 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs;3741bs 6641bs 94616s 341 lbs 442 lbs 560 lbs 4 Anchors ® 1.15" Min. O.C. f Standard (or Offset) Clip (Fig. 2); 480 lbs 7006s NIA WA NIA NIA 380 Ibs N/A N/A N/A N/A N/A 662 Ibs 1 885 lbs 1120 lbs 4Anahors @ 3" Mn. O.C. I (2) 2x5 Angle Clips I (Fig. 3): 780 lbs 780 ft 680 ths 1560 lbs 1896 The 5401bs 560 lbs WA 760 lbs 880 Ibs 1992 lbs 682 lbs 885 Lbs 1120 ft 2 Anchors Q 0.45" Min. O.C. / U -Clip, into .125' Alum. (Fig. 4k N/A WA N/A WA WA WA WA NIA NIA 7WAI N/A WA WA NIA 715 lbs Ibe 1 Anchor F -Clip (Fig. 5): 1851bs f951bs 2251bs 445 IN 822 lbs 135 lbs 140 lb. 177 lbs 370 lbs 332lbs 473 Lbs 170 Its 221 Ibs 280 2Anchors @ 1.15" Min. O.CJF-Clip (Fi0.8). 240 lbs 3501bS WA WA WAWA ^90 - W N/A WNIA WA 341 IDs 442 lbs 5e01bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATT ERIN AND ANl.rium v FIGURE 1: IE::t FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGU0 - HIRE 6: o N0 1 r1G 0 1 fVVVMV -11, ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHORCAP.� -, (DP_) X ( ) = ANCHOR CAP.,, MULLION CAP..-,- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 1S LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE O W W Ujp W J � J 2 C7 W • 31 :D• 00,1:F- LO i o W- Q• (fj J r LL1 W a $ o a •••: • •••• • • •• (n Q U) z 04 1 • F- C) Uu • 0 •••• •• z • LU '1' x ••: F - x •Q 'S J Q W- Q• (fj J "• 0 • a $ o a •••: • •••• • • •• Q z 04 1 • • ••••`1 LU '1' x ••: F - x •Q 'S 5 O Qr ° a m0N S;�oh �• U 31-L > PRODUCT REVISED as complying with the Florida Building Code NOA-N o. 17-0630.01 Expiration Date 05/26/2021 By Miami -D Product Control TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --1 1.000" r" 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" t t I h FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES; CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED 125" `�•�a •' IGEN CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C 90. WOOD SHALL BE PRESSURE -TREATED `?• �' 3F YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" 1 � No. 58705 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT VX 2"X.1 25" MULLION LEAST .125" THICK AND A36. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ THE MATERIAL. #10 &#12 ANCHORS INTO WOOD MAY BE STEEL 18-8 S.S. OR 410 S.S. O•n . STATE IF (L O/VAL rcNG�,• A. 0W KWIILLL P.E. FL P.E.# 58705 TABLE 2A Anchor Capacity 27k Concrete 3.5k Cori. 5116" Elco 3116" Eloo Ultracon 114" Elco 1Atracon Uttracon TableObs) 3116' Eke Ultracon Hollow CMU 1/4" Elco Ultracon 114" SS Eloo 5116" Elco AggreGator Ultracon Filled CMU 114" SS Elce AggreGator PT Wood 910 Steel #12 Steel Screw (G5) Screw (G5) Metal #12 Steel Screw (G5) Anchor Clip Pattems Edge Distance tin) 1" 2-112' 1"2-tl2" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 3.118" 1' Mullion Capacity Table IbsW 2-112" 2" 3 118" 2" 0.48" 0.54" 0.324" Embedment (ink 1-3/4" 1-3/4" 1-314" 1-314" 2' 1-114" 1-114" 1-114" 1-1/4' 50 in Rectangular Trap/Trlarg. Loading LoadkV y z a a$ iz° g •o i6 I0. t0 W G ei U0. U o0. $ c t •_ ug$ o 170.0 62(1 170.0 435 121.6 507 136.0 419 103.7 456 114.6 379 85.4 400 93.3 336 Rectangular Loading ° c$ ° 151.3 101.4 86.4 71.2 51.9 44.8 39.0 30.0 60 ii W Uv b s dna 662 607 456 400 324 294 268 225 in Trap+Triang. Loading a W v .3 MG 170.0 119.2 99.9 80.9 57.5 492 424 32.2 n 0. R G Uv $ = r X dfl: 478 410 371 32B 270 246 225 191 Rectangular Loading a a V_ � � �e 129.7 86.9 74,1 61.0 44 5 38.4 33.4 25.7 70 a u �. ii c to G o0. `', 3 o u K 662 507 456 400 324 294 268 225 Opening in Traprrriang. Loading n Q ,p U c 3 2:0. 170.0 106.7 90.5 72.7 51.2 43.6 37.5 28.4 Width u a la G ` `3 c m 4 ¢ 506 403 364 372 264 241 221 188 (for Rectangular Loading 2^ v c W U_ _ G 113.5 76.0 64.8 53.4 38.9 33.6 29.2 22.5 veliically-spanNng 80 o a" G q ° E' t v 6� 662 507 456 400 324 294 266 225 in Trap/Triang. Loading •i5 o 1p U o �`,J �" �a 169.5 1026 84.6 67.3 46.9 39.8 34.1 25.6 a_ ° b° O • tS x t o w deK 518 399 360 318 260 237 218 185 mul[lions) Rectangular Loading y h U_ � y 7 100.9 67.6 57.6 47.5 34.6 29,9 26.0 20.0 or 90 0 a_ ° ii W G U u `oma w dem 662 507 456 400 324 294 268 225 Opening in TraplTriang. Loading u n N S� C o 168.9 99.6 • 81.3 64.0 43.9 37.1 31.6 23.5 Height r_ G Q W U `o � K 517 397 367 315 257 234 215 182 (for Rectangular Loading a o. C7 �r g' 90.8 60.8 51.8 42 7 31.1 26.9 23.4 18.0 horizontally 10 °' a W G U C N $ c 662 507 456 400 324 294 266 225 -spanning in TrapnTdang. Loadirg zr a o A U c a �c 168.9 99.0 800 62.3 420 35.2 29.8 22.1 1^ _ � a .i3 W G U "G $o ; yy22 dtC 396 517[43-2 356 314 2S5 232 212 180 mullions) WadingLoading RectangularM511-41. r m i U _QU_ c�Y "� �� 26.0 224 19.5 15.0 120 a_ aC �a b 9c c w <� 652 507 456 400 324 294 266 225 in 5 �° mea 99.0 168.9$25322-2 80.0 61.6 40.5 33.5 28.0 2D.3 o m C ¢ C 230 210 177 Rectangular !D _ fie. 19.2 16.7 12.9 140 Ica m W e U c m 40+ 662 507 456 400 324 294 268 225 in Trap(Triarg. Loading m _ S G 16&9 99.0 80,0 61.8 40 5 33.4 27.7 19.6 is n m e U c QK 517 396 356 313 253 230 209 176 Rectangular Loading m 9% (.7 a 56.7 38.0 32,4 26.7 19.5 16.8 14.6 11.3 160 u �• c C u �• dc� 6fi2 507 456 400 324 294 268 225 In TraplTriang. Loading u a U 168.9 99.0 80.0 61.8 40.5 334 27.7 9,6 u -- U 4 F d 517 396 356 313 253 230 209 1 1 x 2 x .375 Alum. Tube MUIIfOn 42 in q8 in 50.625 in 541n C BO in a63 hs J 66 in .� 72 in 75 in 78 in 623 53.8 46.8 36.0 324 294 268 225 66,9 57.4 49.6 376 7.9 276 252 230 196 10.9 10.1 202 192 15.9 14.4 158 150 9.6 8.9 2D2 182 15.8 14 2 158 150 30.6 202 28.3 192 -320 1T7 29.6 168 25.5 202 23.5 192 27.2 173 25.1 165 21.9 202 20.2 192 23.9 22.0 170 162 19.2 202 17.7 192 21.5 167 19.7 159 17.0 202 19.7 165 15.7 192 18.1 157 15.3 202 14.2 192 18.4 16 8 163 128 155 11.8 202 192 16.7 160 15.2 152 NIA NIA N!A N/A NIA WA WA itis WA 221 Its 280 Ibs 1 Anchor! F -Clip (Fig. 5): 195 Itis 195 itis 225 ms 445 lbs 822 lbs 90 in 18.5 144 t9.0 128 15.4 144 16.1 126 2 Anchors 1.15' Min. O.C.! F Clip (Fig. 6): 240 Itis 350 Ibs WA WA . , ,rte WA WA 190 Ibs un r„r_ --- !`I ID N/A NIA NIA WA WA 341 Ibs 442 Ibs 560 lbs = U T ¢ O O tr 11 s Z � a aaO r � o m� rax 96 In152 127 15.6 113 TABLE 2B Substrate: Anchor Type: Anchor Capacity 27k Concrete 3.5k Cori. 5116" Elco 3116" Eloo Ultracon 114" Elco 1Atracon Uttracon TableObs) 3116' Eke Ultracon Hollow CMU 1/4" Elco Ultracon 114" SS Eloo 5116" Elco AggreGator Ultracon Filled CMU 114" SS Elce AggreGator PT Wood 910 Steel #12 Steel Screw (G5) Screw (G5) Metal #12 Steel Screw (G5) Anchor Clip Pattems Edge Distance tin) 1" 2-112' 1"2-tl2" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 3.118" 1' 2-112" 1' 2-112" 2" 3 118" 2" 0.48" 0.54" 0.324" Embedment (ink 1-3/4" 1-3/4" 1-314" 1-314" 2' 1-114" 1-114" 1-114" 1-1/4' 1-1/4" 1-114" 2" 13/8" 1-318" %arias 2 Anchors 9 4.75" Min. O.C. ! Standard or Offset Clip (Fig. 1) 390 the 390 lbs 450 It. 890 Ibs 1644 Itis 2T0 the 260 lbs 354 lbs 740 Iba 374 Its 664Ibs 946IE>s 341 Itis 442 lbs 885 ft 5601 bs 1120 Ifu 4 Anchars @ 1.15' Min. O.C. I Standard (or Offset) Clip (Fig- 4 480 lbs 700 Itis WA WA WA WA 380 lbs N/A NIA WA NIA WA lbs 682 Itis 682 Ibe 885 Ibs 1120 lbs 4 Anchors3` Min. O.C. / (2) 2z5 Angle Crips / (Fig. 3x 780 Ibs 78D lbs 680 ms 1560 lbs 1696 lbs 540 Itis 560 Ibs NFA- 760 is 748 the 880 W9,1892 .QU 10• 715 Its; 2 Anchors @ 0.45" Min. O.C. I U -Clip, into .125" Alum. (Fig. 4): WA NIA WA NIA NIA WA NIA NIA N!A N/A NIA WA WA itis WA 221 Its 280 Ibs 1 Anchor! F -Clip (Fig. 5): 195 Itis 195 itis 225 ms 445 lbs 822 lbs 135 lbs 140 Ws t77 Ibs 370 lbs 187 iha 332 Itis 473 ft 170 2 Anchors 1.15' Min. O.C.! F Clip (Fig. 6): 240 Itis 350 Ibs WA WA . , ,rte WA WA 190 Ibs un r„r_ --- !`I ID N/A NIA NIA WA WA 341 Ibs 442 Ibs 560 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME AI%ICHUR VA i I t,nly tuvv tV4%.nUr% u FIGURE 1: 0 IE: FIGURF 2 -- FIGURE FIGURE 3: ® 0 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X ( ANCHOR CAP. T-) = ANCHOR CAP. \\MULLION CAP.-„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE - TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 000- (- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. U1 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.000" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 0 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. LU LU SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLEDL375"4) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED CONCRETE BLOCK UNIT (CMU) SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" YELLOW THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT VX 2'X -375' MULLION LEAST ,125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. J U1 0 LU LU W J 0= 5 017 W F- • m • � o ) • • U) W •.� • 0 r .. • Z ...� z _ U F0 Y .QU 10• Soso 3.9 • p • a •F •U) t0 0 t0 elf © I X : • t/7 = U T ¢ O O tr 11 s Z � a aaO r � o m� rax PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miam�r.dut ,11111111//! �T NY 1.T NIV '// '0ce ry No. 58705 QE F 'cLORION 70NAL `E ��•. A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 3A Anchor Cap ity Table Ibs 390 Ibs 390 Ibs Substrate: 2.7k Concrete 3.5k Cone. 114" SS Elco Hollow CMU Anchor Type: 5116" Elco 3116" Elco UBracen 1/4' Elco Ultracon Ultracon 9116" Elco Ultracon 1!4" Elco Ultra= Anchor Clip Patterns Edge Distance (in): 1' -v 2-112" 3-1/8" 1' 1 2112' 1" 2-112" Embedment (in): 1-314' 1-3/4' 1-314' 1-314" 2" t -t/4" 1-1l4' 270 280Ibs 1-1/4" 1-1/4" a�a me 7dnih! 0.324" 1-114" 4 Anchors @ T Min. O.C. f (2) 2x5 Angie Clips I (Fig- 3): 760 Ibs 780 lbs 680Ibs 1560 lbs t8961bs56011u2 664 lbs 9466Its 341 lbs 442 lbs Anchors @ 0.45" Min- O.C. / U{Yip, into -125" Alm. (Fig4): WA WA NIA 682 lbs NIANIA 1120 lbs 74e u e801bs 1892 lbs 1 Anchor / F -Clip (Fig. 5); t95 lbs 195 lbs 225 Ibs 445 lbs 822 Ibs140 WA lbs 715 lbs 187 lbs Mullion Ca city Table (Ibste) 240 Ibs 350 Rx WA N/A WA 190Ibs 341 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP Opening Width (for vertically -sparring mLffions) or Opening Height (for horizontakeparirling mullions) 60 in 70 in 80 in 90 In 100 in 120 in 140 in 1� 111 50 in TraplTdang. Rectangt/ar Trapaeang. Rectangular Trap/Tdang, Rectangular Traplideng. Rectangular Traprrdang. RecbmVWar Trep/'Mang. Rectangular TtaplTdang, Rectangular TtaplTdang. Loading Rectangular Loading Ttap/Triang. Loading 1 X 275 X Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loafing .375 Alum. r r �- r a w_ n OI 5 A Tube Flwta v ,ice'• v a m m m 0.. m �+ G m v.. a m V c w V a V u u U m '6 m U c V n U a U m a -a b U W a2 E Ntl ae W a C as U 0. m a m a R a� W a 1d a� (� MUIHOR a c m�. Igor .°. r�. mac m m e U m a i° U a A '° U A U rma ac U` m 1A U �Ci U v Uro U U v U ('� U v U U v U V pi u o U ii� U c U o� r o t� � t� N 0 V L N u g tV °C g5 fV -4 QN - CpUg"` Q N_ m o Sm 0 3 C S �' m a c iii 3 QD: a 3... eS`tr gc u Qr1= ym �a K �c ctr da Q��c �c Qtr �:-. QK dCC 521 170,0 1240 1740 521 148.7 1301 170.D 521 127.5 1301 170.0 521 111-5 1301 170.0 521 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 1740 1116 170,0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 136.6 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 680 85.4 1139 170.0 680 48 in 170.0 708 170.0 524 170-0 170,0 850 898 170.0 170.0 631 167,8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170,0 756 97.9 1032 170.0 756 83.9 1032 170.0 756 73.4 1032 170.0 756 50,625 in 170.0 747 170.0 563 691 138.2 907 164.7 730 120.9 907 152 5 720 107.5 907 145.0 714 96.8 907 141-1 710 80.6 907 140.0 709 69.1 907 140,0 709 60.6 907 140.0 709 54 in 170.0 797 170.0 612 161.3 907 170.0 78.4 735 99.5 583 70.5 735 95.1 578 58.8 735 91.8 574 50.4 735 9i.8 374 44,1 735 91.8 574 141-1 735 151.5 625 117.6 735 130.3 611 .100.8 735 116.0 599 88.2 735 106.2 590 98.9 547 76.2 666 90-1 538 67.7 666 93.9 53t 60.9 666 79.8 526 50.8 666 75.8 521 43.5 666 75.6 521 38.1 666 75.6 521 60 in 570 101.6 666 111.5 557 87.0 666 63 in 121.9 666 130.0 85.0 501 681 607 77.1 493 58.9 607 71.5 486 53,0 607 67.8 481 44.2 607 63.4 476 37.9 607 62.7 474 33.5 807 62.7 474 96.1 511 75.7 607 p 66 in 106.0 607 112.4 522 88.3 607 402 29,2 510 44.4 399 25.5 510 44.3 399 C 61.6 510 85.8 443 68,0 510 73.0 434 58.3 10 64.3 426 51.0 510 57.9 419 45.4 510 53.3 413 40.8 510 50.0 408 34.0 510 45-9 72 in 49.6 458 54.1 385 43.4 458 48.6 378 38.6 458 44.6 373 34.7 459 41.6 368 28 9 458 37.7 362 24.8 458 36.0 359 21.7 458 35.7 358 3 78 in 69.4 458 72 5 400 57.8 456 61.7 392 35.7 435 40,9 355 32.1 435 38,1 351 26.8 435 34.4 344 22.9 435 32.6 341 20.1 435 322 340 78 hr 64.2 435 67.0 381 53.5 435 56.8 48.6 366 40.1 435 44.7 360 31-8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 266 17.4 327 21.0 262 14.9 327 19.3 258 90 in 41.8 327 43.1 290 34,8 327 36.4 28.7 287 299 W24.6 26.0 248 215 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16,9 232 96 in 34.4 267 35,4 257 108 in 242 205 20.2 227 20-8 18,0 198 15,1 227 16.0 195 111 in 22.3 #24.7 2.7 194 18.6 215 19.1 191 15.9 215 16.6 18120 in 17.6 7.9 167 . ui.u.-. r� nwrlw n�Tv wn enc TABLE 3B N�" Anchor Cap ity Table Ibs 390 Ibs 390 Ibs Substrate: 2.7k Concrete 3.5k Cone. 114" SS Elco Hollow CMU Anchor Type: 5116" Elco 3116" Elco UBracen 1/4' Elco Ultracon Ultracon 9116" Elco Ultracon 1!4" Elco Ultra= Anchor Clip Patterns Edge Distance (in): 1' -v 2-112" 3-1/8" 1' 1 2112' 1" 2-112" Embedment (in): 1-314' 1-3/4' 1-314' 1-314" 2" t -t/4" 1-1l4' 270 280Ibs 1-1/4" 1-1/4" a�a me 7dnih! FIGURE 1: FIGURE 2: 0 10 FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: TABLE NOTES: WA N/A NIA 760 Ibs N/A WA 177 lbs 370.ibs 2 Anchors @ 4.75' Min. O.C. I Standard orOffset Gip (Fig. 1): 390 Ibs 390 Ibs 450 Ibs SW Ibs18444 114" SS Elco #10 Steel 912 Steel #12 Steel AggreGator Anchors @ 1.15' Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs NIA WA NIA380 0.48" lbs 0.324" 1-114" 4 Anchors @ T Min. O.C. f (2) 2x5 Angie Clips I (Fig- 3): 760 Ibs 780 lbs 680Ibs 1560 lbs t8961bs56011u2 664 lbs 9466Its 341 lbs 442 lbs Anchors @ 0.45" Min- O.C. / U{Yip, into -125" Alm. (Fig4): WA WA NIA 682 lbs NIANIA 1120 lbs 74e u e801bs 1892 lbs 1 Anchor / F -Clip (Fig. 5); t95 lbs 195 lbs 225 Ibs 445 lbs 822 Ibs140 WA lbs 715 lbs 187 lbs 2Anohom @ 1.15" Min. O.CJ F -Clip (Fig. 6): 240 Ibs 350 Rx WA N/A WA 190Ibs 341 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2: 0 10 FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: TABLE NOTES: WA N/A NIA 760 Ibs N/A WA 177 lbs 370.ibs CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. I-MENT FORMULA, (DP„",) X ANCHOR CAP. ,„-) ANCHOR GAP,` MULLION CAP,F",,T, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 -23 - FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WCOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK- STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1843 S.S. OR 410 S.S. w N Filled CMU PT Wood Metal SS Elco 5116" Eioo 114" SS Elco #10 Steel 912 Steel #12 Steel AggreGator Ultraeon AggreGator Screw (G5) Screw (G5) Screw (G5) 2" 3-118" 2" 0.48" 0.54" 0.324" 1-114" 1-114" 2" 1.318" 1-318" series 374 lbs 664 lbs 9466Its 341 lbs 442 lbs 560 lbs WA WA WA 682 lbs 885 lbs 1120 lbs 74e u e801bs 1892 lbs 682 lbs 885 lbs 1120 lbs N/A NIA NIA WA IA E221 715 lbs 187 lbs 332 Ibs 473 Ebs 170 lbs Ibs 280 lbs N/A NIA - NIA 341 lbs 442 lbs 560 lbs CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. I-MENT FORMULA, (DP„",) X ANCHOR CAP. ,„-) ANCHOR GAP,` MULLION CAP,F",,T, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 -23 - FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WCOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK- STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1843 S.S. OR 410 S.S. w N w a vi o p lu1 O = o U J LL U N�0W Z W W O En � 7) U) E- LU O m • • tJ7 •• M • Wr� • )- Ur • •� •• • Z • d ••n •Z Q� ,u U •• ON •� moo• r+ liZ ••• •Q - r IT"-- ••• • Lo Z rn 2 Z � • co (10 CL • }- M m m O m0 Ui 7l `m' • `° Q � • r --4(n ` , ••• C14 I'lar : • U •¢ •� <0 O d Zm0 O PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-0630.01 Expiration Date 05/26/2021 Miami -Da roduc! Control N �. aQNY LYNAI .. y(r No.58705 p tea; S ATE P i ins •'•'c�ORIDA ..•' �� . SAL �ciA G A. LI I(l�1/�l �ER\P E. FL P.E.# 58705 TABLE 4A Anchor Ca Ity Table bs Uzi o p2 U J LL Substrate: 2-7k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal 5116" Elco 114" SS Elco 5116' Elco 114" SS Elco 910 Steil #12 Steel #12 Steel Anchor Type: 3116" Elco Uttraeon t/4" Bco Uitracon UUracon 3116" Elco Uttracon 1!4" Edo Mullion Capacity Table Ibslft2 Unracon AggreGator Screw (G5) Screw (G5) Screw (G5) Anchor CUp Patterns 2-112' 3-1f8" 1' 2-112" 1" 2-12" 2" 3-1/8' 2" 0.48' 0,54" 0.324" Edge Distance {tnk 1" 2-1/2" 1" 7 1-114" Opening Width (far verticalty-9patlrfirg multions) or Opening Haight (for horizontally spamirlg mulions) 1-V4" 2" 1-378" 1-/a^ cedes Embedment Onr 1-314" 1-314" 1-314" 1-314" kis 270 lbs 50 in 354 lbs 740 lbs 60 in 684 lbs 946115 70 in 4421be 560 lbs 80 in 390 tbs 390 lbs 90 in 890 lbs 1644 100 in 120 in 140 in 682 lbs 685 Ib 1 60 in 4 Anchors Q 1.15" Min. O.C. /Standard (or Of[set) Clip {Fig. 2r 480115 Rectangular TrapfTriang. Rectangular TraplTdang. Rectangular TrapJt)iang. Rectangular TraplTrfang. Rectangular TraplTdang. Rectangular 7rap/T6an% Rectangular TraplTdang. Loafing Rectangular Loafing TcLmdang. Loading Rectangular Leading TrLeadinng. Loading 1 x 2.75 x Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading WA N/A WA WA NIA NIA .650 Alum. N/A WA N/A 170 Ibs 221 ft280lbs 1 Anchor I F -Clip (Fig. 5): 155 lbs T 1-95lbs 225 lbs 445 lbs 822 lbs a 2; 177 ft370 a r x 473 Ibs x a 2 Anchors @ 1.15" Min. O.CI F -011p (Fig. by. 240 lbs 350 Ihs NIA N/A rn WA WA 190 lbs e•-1 C' AAITNADrl rr 1D WA NIA 2^ a NIA __ 2 442 ft I - 5601bs 1. -r-r n♦ Tube �G -�.. �., aR x . wn z, m �_ pm, t n a.. a 1Q0 �. a a, c �i C n �.. a..ig U a fQ ��. `° �C 1ptl, N n. B N G �O c i O G W 0^ N G A aO io^ pSyl� II G A p, m �B �G W Y� N G 0 p, W CA CL N G Uv Mullion Mullion /0 is 9 m m G Uv U_ r Uv U S Uv U 16 G U_v C UC R G Uv p U[V W G V v 4 U Q Ula N Ud_i Uv V Uv U_ Uv U_ Uv U(_V Uv Uf_ryV Uv an Uc U� g U(_r Uv U U Up v U v W U_ N o N rs m a o C O O C O G t 7 o C L 7 c N G u C c C p G N G L O C i5 '� o C V U? o C c G .0 7 .0 •J O U Oc C _ m C C t `3 V C' o 4✓ i!G L 7 y t 7 L ._ 7 .0 7 C m C d CV, d c d .Vc C C V R C a c •�zi V 6 c C� 7 c d �° �2G e 0 7 C d .�yR w Cu, AGO Q� �'G CVS m Q O` 7 Lv 061 Q CC �G Q2. r1G QQ' r:G Q v Q R- .D .�v QF' �L .^.� ¢� �v Q{L' QD.'2'v QQ' Q Q K 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.D 521 170.0 1488 170.0 521 158.7 1620 170.0 521 138.8 1820 170.0 521 42 in 170.0 620 170.0 435 170.0 744 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 680 106.3 1417 170.0 680 48 in 170.0 708 170.0 524 170.0 950 170.0 584 170.6 992 170.0 630 170.0 50.t125in 170.0 747 170.0 563 170.0 8918 170.0 631 170.0 1046 170,0 684 170.0 1195 170.0 723 162.6 1266 170.0 747 146.3 1286 170,0 756 121.9 1286 170.0 756 104.5 1286 170,0 756 81.4 1286 170.0 758 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.8 1130 170.0 858 100,5 1130 170.0 861 88.1 1130 170.0 861 75 3 1130 170.0 861 54 in 170.0 797 170,0 612 170.0 956 170.0 691 170.0 761 125.5 915 144.5 746 109.9 915 1323 735 97.6 915 123.9 726 87.9 915 116.5 720 73.2 915 114.4 715 62.8 915 114.4 715 54.9 915 114,4 715 60 in 170.0 885 170.0 761 1465 915 182.3 94.9 NO 1122 670 84.4 830 104-8 662 75.9 830 99.4 656 63.3 830 94.5 649 54.2 930 94.1 649 47,4 830 94.1 648 63 in 151.8 830 161.9 710 126.5 830 138.9 694 108.5 830 123.2 681 119.8 836 84.3 757 105.9 624 825 757 86.1 814 73.4 757 69,1 606 66.0 757 842 600 65.0 757 79.0 593 472 757 78.2 591 41.3 757 782 1 591 c 66 in 1321 757 140.0 650 110.0 757 638 72.2 5Z1 66.5 636 66.5 514 SD.9 838 823 508 42.4 63s 57.2 500 36.3 636 55.3 497 31.8 636 55.2 497 � 72 in 101.7 636 108.8 552 84.8 636 91.0 540 72.7 636 80.1 530 63.8 571 67.4 479 54.1 571 60.6 471 48.0 571 55.5 464 43.2 571 51.8 459 36.0 571 47.0' 451 30.9 571 44.8 447 27.0 571 44.5 446 761n 86.5 571 90.4 498 72.1 571 76.8 488 61. 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.8 429 25.6 542 40.6 425 25.0 542 40.1 423 781n 80.0 542 83.4 474 66.7 542 70.8 465 57.1 542 62.1 456 50.0 39.6 349 32.5 407 35.3 $43 28.9 407 32.1 338 26.0 407 29.8 334 21.7 407 26.1 327 18.6r407 24.1 32218.3 407 23.0 319 80 )n 52.1 407 53.7 361 43.4 407 454 355 372 407 ; 314 30.7 358 32.4 309 2e.8 358 28.8 304 23.8 358 26.1 300 21.5 358 24.0 296 17.8 358 21.0 289 15.3 182 284 96 in 42.9 368 44.1 320 35.8 358 37.2 108 i1 30.1 283 30.8 255 25.1 283 25,9 251 21.5 283 22.5 247 18.8 283 19.9 244 18.7 283 18,0 240 15,1 283 16.5 237 111 In 27.8 267 28.3 242 23.1 267 23.8 236 19.8 257 20.6 235 17.3 267 18.3 231 15.4 267 16.5 228 1201n 22.0 229 22.3 209 18 3 229 18.8 205 15.7 229 16.2 202 TABLE 4B Anchor Ca Ity Table bs Uzi o p2 U J LL Substrate: 2-7k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal 5116" Elco 114" SS Elco 5116' Elco 114" SS Elco 910 Steil #12 Steel #12 Steel Anchor Type: 3116" Elco Uttraeon t/4" Bco Uitracon UUracon 3116" Elco Uttracon 1!4" Edo Ultracen AggreGator Unracon AggreGator Screw (G5) Screw (G5) Screw (G5) Anchor CUp Patterns 2-112' 3-1f8" 1' 2-112" 1" 2-12" 2" 3-1/8' 2" 0.48' 0,54" 0.324" Edge Distance {tnk 1" 2-1/2" 1" 7 1-114" 1-114" t-1/4" 1-114" 1-114" 1-V4" 2" 1-378" 1-/a^ cedes Embedment Onr 1-314" 1-314" 1-314" 1-314" kis 270 lbs 2801 354 lbs 740 lbs 374 lbs 684 lbs 946115 341 lbs 4421be 560 lbs 2 Anchors 4.75" Min O.C. / Standard or Offset Clip (Fig. 1): 390 tbs 390 lbs 450 Ibs 890 lbs 1644 WA 682 lbs 685 Ib 1120 lbs 4 Anchors Q 1.15" Min. O.C. /Standard (or Of[set) Clip {Fig. 2r 480115 700 Ibs NIA WA WA NIA 380 Ibs NIA NIA WA NIA 1892115 682 Ibs 885 bs 1120 Ibs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Gips I (Fig. 3r 780 Ibs 780 lbs 680 lbs 1560 lbs 1896115 540 lbs 560 lbs WA 760115 74B Ibs 880115 NIA WA 715 bs 2 Anchors Q 0.45" Min. O.C. I U -Clip, into .125" Alum. (Fig- 4): WA WA N/A WA WA NIA NIA WA N/A WA N/A 170 Ibs 221 ft280lbs 1 Anchor I F -Clip (Fig. 5): 155 lbs T 1-95lbs 225 lbs 445 lbs 822 lbs 135 Ibs 140 Ibs 177 ft370 lbs 187 lbs 332 Ibs 473 Ibs 2 Anchors @ 1.15" Min. O.CI F -011p (Fig. by. 240 lbs 350 Ihs NIA N/A rn WA WA 190 lbs e•-1 C' AAITNADrl rr 1D WA NIA WA NIA .- . NIA __ 341 lbs 442 ft I - 5601bs 1. -r-r n♦ NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ERN AVD ANCHOR VALUL-o rw +r r� � I-- w-^ • C� CIRCLED VALUES AKt UbtU IN i HE EXAMPLM UIN Jn« 14-,. FIGURE 1: FIGURE Z FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS, FIGURE 4: FIGURE 5: FIGURE 6: ANCHOR CAPACITY ADJUSTMENT FORMULA: ("P-) X \ ANCHOR CAP._,,_) = ANCHOR CAP.,,m. `MULLION CAP. ,,m _ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/CR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36- ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1' X 2.75" X .650" MULLION W I W iL Uzi o p2 U J LL o U COY F' W W 2 �o z C) F- • • CO M • • •LU •• • Z • Q c m � z •� Y �0 U �•• Cr ...L --I I- � - .", m 00O SQr s� Lit • o to • J • • X •Z 0 0 mo0 �.O m 3 � mtY � d PRODUCT REVISED as complying with the Florida Building Code NOA--No. 17-0630.01 Expiration Date By \Illilfffl! ONY.LYNAv � No. 58705 1-7 STATE O 1 : lL��` 'ctORtDP-.- ''S`s�ONAL 'E\\\ `\�� lull 111 111 A. LYNN MILLER, P.E. FL P.E.# 58705 I Atilt OH I-1.7)oa^--t Anchorcapacl Table (lbs) 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. J LL 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125^ 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. z Substrate Mullion Ca ac"lty Table Qbse) 2.7k Concrete m 3.5k Cc. .500" CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD Halow CMU YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" 1"X 3.125" X MULUON Filled CMU FT Wood Metal THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 5/16' Elco U) N V4" SS Elco 5f16• Elea 114" SS Elto #i0 Sted #12 Steel 412 Steel Opening Width (for vedcakspaMng mtlfions) or Opening Height (ibr tori-OntakspariNng mullions) Ultracal tl4" E oUtmcon Uttracon 3 t6• Elco UBraon 1!4" EkoUrtrdcon AggreGator Ultracon AggreG-dor Screw (05) Screw (135) 50 in Anchor Clip Patterns 80 in 1" 2-112' 70 in 1' 2-12' 80 In 2-712` 2" 90 In 2" 0.48" 100 in 0,32d" Edge Distarcepnj: 120 in 2-112' 140 in 160 in 1" x 3.125" x Rectangular Loading TraplTdmg- Loading Rectangular Loading Trap'Trlang. Loading Redangufar Loading Trapf rung, Loading Rectangular Loading Trop/Trieng. Loading Rectangufor Loafing TrWTdang, Loading Rectangular Loading TmVTdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading 7rapfTriang Loading Rectangular Loading TrapfPriang Loading .500" Alum Tuba Mull 00 CL C (� O ¢+ �. L '= Q' a C R tl G• G a `B t .p3- Q Wa C N O C G a S i t 7 Q K n C N O C d �., n_ p L L Q a W C (Ny C v a $ G L 7 Q C• a W G !� C !2 G a. $ m G U 15 L F 7 Q rr b° W U C N 2 Ti' G �� W G Uv tS .0 ' Q a °)i W U_N Co C y •L G ag' m G U� L S d` �" p W n m U_ p _ y G �., m a�` m G Uv L �." W U ��,, _ �y G 2> �. +s c� A G U� a m t S. C m Q K W a m U_ _ G �.. W a� W G U a O .G 7 C W Q K z W n m U(_y O C 3 a G W W n� m G Ut� C C - C u Q W ¢ W Ucc D 7 A Ti' G m n W Uo • L' C m Q W n W U O 7 Gy 'v m �a G Uv L CV, E1 Q a W UCC Q C _ n A W a. W G U t G O Q iC t m a W`�-' U . W- C 7 '2 W W CL UG t j C A Q UN C C w '2 W a °� U z W n W~ V .4 3 v W e � E V .gC Cu.. m Q 42 in 170.0 620 170.0 435 170.0 744 170.0 476 170.0 868 1692 RT. 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.11 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 135 lbs 48 in 170.0 708 170-0 524 170.0 850 170.0 584 170.0 992 350 lbs 630 170.0 1133 170.0 664 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 680 735.1 5577 170.0 880 118.2 5577 170.0 680 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 [170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.8 756 121.5 1495 170.0 756 106.3 1495 170.0 756 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 754 170.0 1275 170.0 803 166.1 1401 170.0 a37 149,5 1401 170.0 856 124.8 1401 170.0 861 106.8 1401 170,0 861 93.4 1401 170.0 861 60 in 170.0 885 770.0 701 170.0 1063 170,0 797 158.5 1156 170.0 878 138.7 1156 187.0 928 123.3 1156 156.5 917 111.0 1156 149,7 910 92.5 1158 144.5 903 79.3 1156 144.5 903 69.4 1156 144.5 903 63 in 170.0 930 170.0 745 759.8 1049 170.0 850 137.0 1049 155.5 860 119.8 1049 141.7 846 106.5 1049 1320 836 95.9 1049 125.5 828 79.9 1049 119.3 820 68.5 1049 118.9 819 59.9 1049 118,9 819 1p 861n 166.8 955 170,0 789 139.0 -955 151.3 804 119.1 955 f33.7 788 104.2 855 121.4 775 92.6 955 712.6 765 83.4 955 506.4 757 69.5 955 99.8 749 59.6 955 98.7 746 52-1 955 98.7 46 c 72 in 128.5 803 134.9 697 107.0 $03 114.9 682 91.8 803 107.7 670 80.3 803 912 659 71.4 803 83.9 649 64.2 803 78.6 642 53.5 803 72.2 632 45.9 803 69.8 628 40.1 803 69.7 627 76 in 109.2 721 114.1 629 91.0 721 97.0 6S8 78 0 721 85.1 605 68.3 721 78.5 595 60.7 721 70.1 586 54.6 721 65.4 579 45.5 721 59.4 589 39.0 721 58.6 584 34.1 721 56,1 663 684 105.4 599 84.2 684 89.4 587 722 884 78.4 576 63.1 684 70.4 567 56.5 684 64.4 558 50.5 884 59.9 551 421 684 54.1 541 36.1 684 51.3 536 31.6 684 50.6 534 514 87.9 456 54.8 514 57.3 448 47.0 514 50.0 440 45.1 514 44.6 433 36.5 6S4 40.5 427 32.8 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 408 20.8 574 29.0 403 452 55.7 404 45.2 452 47,0 396 38.7 452 40.9 390 33.9 452 X4 384 30,1 452 32.9 378 27.1 452 30.3 373 22.6 452 26.6 365 19.4 452 24,2 359 16.9 452 22.8 355 Wn-V. 357 38.9 322 31.7 357 32.7 317 27.2 357 26.4 312 23.8 357 25.2 308 21.1 357 22.7 303 19.0 357 20.8 299 15.9 357 18.0 293 13.6 357 16,2 287 11.9 357 15,0 283 338 35,8 306 29.2 338 30.1 301 25.0 338 26.1 296 27.9 338 23.t 292 19.5 338 20.8 288 17.5 338 19.0 284 14.6 338 16.5 278 S25 338 14.8 273 11,0 338 13.6 269 289 282 263 231 289 23.7 259 19.8 289 20.5 25B 17.3 289 18.1 252 15.4 289 16.3 249 13.9 289 14.9 216 11.6 289 12.8 240 9.9 289 11.4 236 8.7 289 10.4 232 I At3Lt 5ti I-1.7)oa^--t Anchorcapacl Table (lbs) 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. J LL 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125^ 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. z Substrate W 2.7k Concrete m 3.5k Cc. .500" CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD Halow CMU YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" 1"X 3.125" X MULUON Filled CMU FT Wood Metal THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 5/16' Elco U) N V4" SS Elco 5f16• Elea 114" SS Elto #i0 Sted #12 Steel 412 Steel ArKha type 3116" Elco Ultracal tl4" E oUtmcon Uttracon 3 t6• Elco UBraon 1!4" EkoUrtrdcon AggreGator Ultracon AggreG-dor Screw (05) Screw (135) Screw (G5) Anchor Clip Patterns LU 1" 2-112' 3118" 1' 2-12' 1" 2-712` 2" 3118"' 2" 0.48" 0.54" 0,32d" Edge Distarcepnj: S" 2-112' U • • •� yq, �] Embedment orfr 1314" 13/4 1314" 1314" 2- 1-114" 1-114^ 1-114" 1-1/4" 1-i/4" 1414" 21 1-38" 178" varies 2 Anchors @ 4.75" Min O.C. I Star4ard Or 00set Clip (Fig. 1j: 390 lbs -390&- 450 lbs 9.90 lbs 16441bs 270 lbs 280 bs 354 lbs 740 ibS 374 lbs 664 to 94a Ii 341 lbs 442 bs 560 lbs 4 Anchors @ 1.15" kiln O.C. I Starxlarci (or Ofbet) Clip (Fig 2j 480 M 700 Its NIA NIA NIA N/A 380lbs NIA N/A N/A NIA WA 6821b5 685 lbs 1120 Ihs 4 Anc tors @ 3" Mln. O_C.1 (7) 2X5 Angle Clips I (I la. 4 780lbs 710 Ws 600 Ibs 15W lbs 1896 lbs 5401bs 560 lbs NIA 760 lbs 748 lbs 880 Its 1692 RT. 682 lbs 685lbs 1120 lbs 3 Anchors @ 0.45" MIn. O.C. i UCllp, Inlo _125, Aldrin_ pg. 4) NIA N/A N/A NIA NIA NIA WA N/A N/A NIA NIA NIA WA WA 1073 s 1 Anchorl FClip (Hg 5} 195 lbs 195 lbs 225 lbs 445 lbs 822 lbs 135 lbs 140 bs 177 lbs 3701bs 187 lbs 332 Ila 473 the 1701bs 221 lbs 280 lbb s 2 Anchors @ 1.15" Ngo O.CJ FCf (Fig. 6X 1 24010S 350 lbs NIA WA WA WA 190 lbs WA WA NIA NIA WA 341 lbs 442 lbs 56D Ibs NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOK HA I I tKN ANu ANUrIUM FIGURE 1: a FIr,1 IRF 9 - FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE5: FIGURE& ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X / ANCHOR CAP.,.-) =ANCHOR CAP_ MULLION CAP,, -r USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION', CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1J IRC JIYIIVLlML./ Vur- I-1.7)oa^--t TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. J LL 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125^ 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. z HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. W FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED SHALL BE PRESSURE -TREATED .500" CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" 1"X 3.125" X MULUON THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT .5" (1" VF MULLION) LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. m ma g� o o ^a= U J LL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date By aM LYNN 410ENSF' z Q'• . to _ y s4- . No. 58705 r . .......... A. LY'NNA4I11 fA, P.E. FL P.E.# 58705 ma 0 20)w i CL 1- LU z W o_ _ w J U) N � m H- r m •a• (!) • • g► LU ••.ci a0 OZ) U! . a' Q ••rs •z W zc U • • •� yq, �] �z rn Q � • • Z Z � :N qi •••� • Q 00 n- x d o do d • • o o d '••C14 ® 1 � •U) v a 0 0 of d c� z 3 0 M �� m Mfr m� PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date By aM LYNN 410ENSF' z Q'• . to _ y s4- . No. 58705 r . .......... A. LY'NNA4I11 fA, P.E. FL P.E.# 58705 1 HPLC DH m N 'IZ 'Z p = O iU LL O ox W d7 d LLI W O i Anchor Cap Ity Table flbsj LU J �� Substrate: 27k Concrete �1 3.5k Conc. Hallow CMU = Filled CMU PT Woad Metal h - (n 5/16' Elco Mullion Capacity Table ebsltt�) 11) • • 114" SS Elco 5116" Elco 114" SS Elco #10 Steel #12 Steel #12 Steel Clip Patterns AncMr Type 3115 Boo Utracon V4" Ecco Ultracon Uitrdcon 3116" Elea Uttracon 114" Eloo Uttracon AggreGator Ultracon AggreGaior Screw (G5) Screw (GS) 9ctew (G5) Anchor Edge Distance Gnt 1" 2-112" 1" 2-712" 3-1/8" Opening Width (for verb cally-sparririg m iliions) or Opening Height (for hodwrAally-sparring mullions) 2-1/2" 1" 2-112" 2" 3-118" 2" 0.48" 0.54" 0,324" Embedment (ln): 1-3/4" 1.3/4" 50 in 1-314" 2" 60 in 1-114 1-7l4" 70 in 1-tl4" 1-114" 80 in 1-3/8' 1318' 90 in 2 Anchors @ 4.75" Min. O.G. / Standard or Offset Gip (Fig. 1&2y 390 lbs 100 in 450 Ills 890 lbs 120 In 270 lbs 280 Ibs 140 in 740 lbs 1 374 lbs 160 in 946 lbs 341 Ibs Rectangular TraprTriang. Rectangular Trapf'Nang. Rectangular TraprMang. Rectangular TraplTriang. Rectangular Trap/Triang. Rectangular TiallrMang. Rectangular Trap/Triang. Rectangular Trap/Triang_ Rectangular Trap/Triang 1 x 4x.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Lcadng Loading Leading Loading Loadng Load ng Alum.Tube 15601bs 1896 lbs 540 lbs 560 Ibs NIA 760 lbs 748 lbs 880 lbs 1892 lbs 662 lbs 885 lbs 1120 tbs 6 Anchors @ 3" Min. O.C. / (2) 2x5 Angie Clips / (Fig. 6): 1170 lbs 1170 lbs 1020 lbs 2844 lbs 810 lbs 840 Ibs NfA i` 1320 Ibs 2838 lbs 1022 lbs 13271 4 Anchors @ 0.45" Min. O.C. I U-Cl(p, Into ,125" Alum. (FQ. 7): WA WA NIA WA WA WA .G. Mullion WA NIA Eli WA WA. N/A k a mu 290 lbs _0 4761 r9 TU WA N/A 410 Ibs WA W N B 4Anchors @ 1.15" Min. 0.C./ F -Clip (Fig. 9): 4801bs 700 ft WA m .9 - - cv 'Qcp� NIA WA WA 682 lbs 885 lbs 1120 Ibs U L) U U~ i_ �= 3-0 U2� _ UW� UOl¢ URI Ura�• t C L15 t a 7 W L 7 L j y C y G m M y tl �u fVC-,, �T C N C "g W r d Tj a �2v C m 7 C y 7 C V a SCJ u 7 a MG C m '� a '1C G •C Q!r � C 0 ¢K A G G tl Q C N r2 C Q �. G Q G ( rY �� a' �G 1C 22 G C R• doG Qt1: rCv Qa.' Q K QK LG Q a �G G n a Qa_ QC .�G 42 in 170.0 620 170,0 435 170.0 744 179.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170,0 1488 Q9_170.0 521 127.6 1489 170.0 521 ` 156.3 1303 -170.0 680 130.3 1303 170.0 680 111.7 1303 170. 97.7 1303 170.0 680 170,0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 } 48 In 170.0 708 170.0 524 170.0, 850 170.0 584 170.0 992 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 570,0 756 87.8 1235 0. 56 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 134.4 1158 170.0 803 1372 1158 170.0 837 123.5 1158 170.0 656 1029 1158 170.0 861 88. 170.0 B61 77.2 1158 170.0 861 ea In 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 B15 1112 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 625 1042 MA 782 631n 170.0 930 170.0 745 151.2 992 163.6 818 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 766 90.7 992 114.$ 758 75.6 992 108.4 745 64.8 992 108.0 744 466. 992 108.0 744 130.3 768 103.4 947 117.7 752 91.9 947 108,7 738 82.7 947 102.2 727 68.9 947 95.1 713 59.1 - 947 94.0 711 51.7 947 .0 711 66 in 1165.4 947 170,0 789 137.8 947 148.0 788 118.1 947 I 121.6 722 97.0 849 1069 708 64.9 849 96.4 696 75.6 849 88.7 686 67,9 849 82.7 675 56.6 849 75.3 659 48.5 849 72.5 652 42.5 849 72.4 72 in 135.9 849 142.7 737 113.2 849 -1 640 722 762 80,9 629 64.2 762 74.2 620 57.8 7462 692 613 4&1 762 62.8 602 41.3 762 59.9 597 36.1 762 59.4 595 76 )n 115.5 762 120.7 665 96.3 762 1026 652 82.5 762 90.0 82.9 609 66.8 724 74.4 599 59.4 724 68.1 591 53.4 724 63.4 583 44.5 724 67.3 573 3B.2 724 54.3 567 33.4 724 53.5 565 E 78 in 106.9 724 111.4 634 89-0 724 94,6 621 76.3 724 52.9 466 43.5 543 47.1 458 38,6 543 42.8 452 34,8 543 39,5 446 29.0 543 34.9 436 24.8 543 32.1 430 21.7 543 30.7 426 90 in 69.6 543 71.6 483 58.0 543 60.7 474 49.7 543 40.9 478 432 412 35.8 478 38.5 406 31.8 478 34.8 400 2&7 478 32.0 395 23.9 478 28.1 388 20.5 478 25,8 380 17.9 478 24.2 376 96 i#ln40.3 478 58.9 427 47.6 478 49.7 419 108 377 41.1 341 33.5 377 34.6 335 26.8 377 30.0 330 25.2 377 26.6 325 224 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 3(4 111 357 37.8 323 30.9 357 31.8 1 318 26.5 357 27-6 313 23.2 357 24.4 309 20.6 357 22.0 305 18,5 357 20.1 301 15.4 357 17.4 294 120 in 29.3 306 29.8 279 24.5 306 25.1 274 21.0 306 21.7 270 18.3 306 192 267 16.3 306 17.3 263 144 in 17.0 212 17.2 196 1 HDLG +JD m N 'IZ 'Z p = O iU LL O ox W d7 d LLI W O i Anchor Cap Ity Table flbsj LU J �� Substrate: 27k Concrete �1 3.5k Conc. Hallow CMU = Filled CMU PT Woad Metal h - (n 5/16' Elco • • 11) • • 114" SS Elco 5116" Elco 114" SS Elco #10 Steel #12 Steel #12 Steel Clip Patterns AncMr Type 3115 Boo Utracon V4" Ecco Ultracon Uitrdcon 3116" Elea Uttracon 114" Eloo Uttracon AggreGator Ultracon AggreGaior Screw (G5) Screw (GS) 9ctew (G5) Anchor Edge Distance Gnt 1" 2-112" 1" 2-712" 3-1/8" 1" 2-1/2" 1" 2-112" 2" 3-118" 2" 0.48" 0.54" 0,324" Embedment (ln): 1-3/4" 1.3/4" 1-3/4" 1-314" 2" 1-114" 1-114 1-7l4" 1-114" 1-tl4" 1-114" 2' 1-3/8' 1318' varies 2 Anchors @ 4.75" Min. O.G. / Standard or Offset Gip (Fig. 1&2y 390 lbs 3901b3 450 Ills 890 lbs 1 1644 lbs 270 lbs 280 Ibs 354 lbs 740 lbs 1 374 lbs 664 lbs 946 lbs 341 Ibs 4421bs 560 lbs 4 Anchors @ 225" Min. D.C.1 Standard (or Offset) Clip (Fig. 3y 700 Ms 700 Ibs 580 lbs 1410 lbs 952 lbs WA 560lbe WA 630 ft WA 880lbs WA 682 lbs B85 lbs 1120 lbs 8 Anchors Q 1.15' Min, O.C. / Standard (or Offset) Clip (Fig. 4y 960 ft 1400 Ibs WA WA NIA WA 760 lbs WA WA WA WA WA 1363 lbs 1770 lbs 2240 ft 4 Anchors @ 3" Mln. O.C.1(2) 2X5 Angle Clips / (Fp. 5): 780 lbs 780 lbs 680 Ibs 15601bs 1896 lbs 540 lbs 560 Ibs NIA 760 lbs 748 lbs 880 lbs 1892 lbs 662 lbs 885 lbs 1120 tbs 6 Anchors @ 3" Min. O.C. / (2) 2x5 Angie Clips / (Fig. 6): 1170 lbs 1170 lbs 1020 lbs 23401bs 2844 lbs 810 lbs 840 Ibs NfA 1140 Ibs 1122 Ibs 1320 Ibs 2838 lbs 1022 lbs 13271 1680 lbs 4 Anchors @ 0.45" Min. O.C. I U-Cl(p, Into ,125" Alum. (FQ. 7): WA WA NIA WA WA WA WA NIA WA NIA WA WA WA. N/A 1430 Ibs 2 Anchors C 2.25' Min. O.C./ F -Clip (Fig. 8): 1 350 Ibs 350 tbs 290 lbs 705 lbs 4761 WA 290 Ibs WA 3151hs N/A 410 Ibs WA 341 Ibs 442 Ibs 560 lbs 4Anchors @ 1.15" Min. 0.C./ F -Clip (Fig. 9): 4801bs 700 ft WA NIA WA I WA 380 IDs WA I WA NIA WA WA 682 lbs 885 lbs 1120 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS t riE S 1 ruvutucU ,,Li-. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • • • • • • • • • • • • FIGURE 5: FIGURE 6: FIGURE 7: • • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. • TABLE NOTES: 6�LG-.,Q ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPS) X ( ANCHOR CAP.�,,,,,E1 =ANCHOR CAP,,,, `MULLION CAP_„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE ---j 1.000" f-- 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES 4.000" TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE)- STRUCTURAL STEEL TO BE AT LEAST .12T THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1"X 4"X.125" MULLION 125" W h ® m N 'IZ 'Z p = O iU LL O ox W d7 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 Miami-� a Product Control •LYNN �` �a '1,tiCENSF�/`1Fi No. 58705 � STATE 6 A. LYS NI MILL'8k\ P.E. FL P.E.# 58705 d7 d LLI W O i LU J �� 1 CO �o = h - (n • • 11) • • p • • � • •Q •�-' " '0 Z '� 11•• 0- 03 0-0 dUl til ••• •Q J••• �••Q �Q .2 a m CL Li C 0 to • t-4 W ur Q O LLI U X ¢ O a z O = a cn m O cn TO O PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 Miami-� a Product Control •LYNN �` �a '1,tiCENSF�/`1Fi No. 58705 � STATE 6 A. LYS NI MILL'8k\ P.E. FL P.E.# 58705 TA C �A 1HDLC/O Co ® aN $ m o� c u. ` O �V Q Lu pZ U J IV - LO CA uj o tom o N�LIJ U H ` W w Anchor Ca city Table lbs _ W J � Substrate: 2.7k Concrete 3.5k Conc. IU- Hollow CMU o Filled CMU PT Wood Metal •g • • • 5+16" Elco Mullion Capacity Table Ibs/ftZ) •• W 114" SS Elco 5/16" Elco 1/4" SS Elco ;x10 Steel 412 Steel M2 Steel Anchor Clip Patterns Anchor Type: 3116" Elco Ultracon 114" Elco Uitracon ltracon u3.118" 3116" Elco Ultraeon 1/4" Elco Lktracon AggreGator UltrZOOn AggreGator Screw (G5) Screw (G5) Screw (G5) Edge Distance (In} 1" 2-112 Opening Width (for vertically-sparvling mullions) or Opening Height (for harizontafly-spanning mullions) 2-112" 3 1/8" 1` 2-112" 1" 2-12" 2" 3 118' 2' 0.46" 0.54" 0.324" 50 In Embedment (inx 1-314" 60 in 1-3/4' 1-314" 70 in 1-1/4" 1-114" s0 In 1-114" 1.114" 9D In 2" 1-3/8" 100 In ladies 2 Anchors @ 4.75 Min. O.C. / Standard or Offset Clip (Fig. 1&2X 120 in 390 lbs 450 lbs 140 in 1644 We 270 lbs 160 In 354 lbs 740 lbs Rectangular Trap(Triang. Rectangular Trap/Tdang. Rectangular TrapfTdang. Rectangular Trap/Tdang. Rectangular Trap/iriang, Rectangular TraplTdang. Rectangular TraWdang. Rectangular TraplTriang. Rectangular Trap/Trieng. 1 X 4X.375 Loading I Loading Loading Loading Loading Loading WA Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loading Loafing Alum. Tube 780 lbs 780 lbs 1560 lbs 1886 Ibs 540 lbs 560 lbs WA 760 lbs 748 Ibs SBO lbs Z Z7 6 Anchors 3' Min. O.C. / (2) 2x5 Angle Clips 1(Fig. 6k 1170 lbs ZQi 2340 lbs 2644 lbs 610 lbs 840 IN WA 1140 lbs 1122 lbs 13201bs Al 1022 %a Zo7 k WA WA icuio ZLumiC & n Mullion Mullion WA WA WA ZQCu NIA NIA m WA N/A �.n 101,�8 a am 350 lbs 290 @3s 280 tbs WA 3 WA ar n ii 442 lbs 5601bs 4 Anchors 1.15" Min. O.CJ T --Clip (Fig, SX 4801bs n :ttr23 CL .0 iPaCi A auC m- 0 - qs-a mr vE0 I WA _v 8 c 11201bs 9. t e v 8 c 8 ._ c c ` o vK Co$ ryG l . -5 FN LQuC c C C � Csr pm 9G �U j�yG1,pp ritt �z^ aGy Q(C.1 � �= C ¢CG�� _ Qsc• 4O' �w G QZ �D Ca' QC Av QZCqm. FvY G Q Q Q� 42 in 170.0 620 170.0 435 170.0 744 170.0 47a 170.0 868 170.0 506 170.0 992 170,tl 519 170.0 1116 170.0 521 170.0 1240 170.D 521 170.0 1488 170,0 621 170.0 1735 170.D 521 170.0 1983 1 170.01 521 48 in 170.0 708 170.0 524 170.0 550 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170,0 1700 170.0 660 170.0 1983 170.0 660 151.8 2024 170.0 680 50.625 in 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170,0 756 170.0 1793 170.0 756 158.0 1919 170.0 756 136.5 1919 170.0 756 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 861 137.1 1799 170.0 861 120.0 1799 170.0 861 541n 170.0 797 170.0 612 170,0 956 170-0 691 170.0 1116 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 17D.0 1417 170.0 944 170.0 1594 170,0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170,0 1083 972 1619 170.0 1063 850 170,0 1302 170.0 940 170.0 1488 170,0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 166.5 1158 100.7 1542 167.9 1157 88.1 1542 167.9 1157 63 in 170.0 930 170.0 745 170.0 1116 170.0 1364 170.0 1002 160.6 1472 170.0 1086 1428 1472 168.8 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 146.0 1104 66 in 170.0 974 170,0 769 170.0 1169 170.0 903 170.0 150.8 1320 166.2 1101 1320 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 E8.0 1320 117.0 1024 75:4 1320 112.6 1013 66.0 1320 112.5 1012 d 721n 170.D 1063 170.0 878 170.0 1275 170.0 1009- J TS In 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 1122 1184 125.7 978 99,7 1184 115.3 964 69.8 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 93.1 927 56.1 1184 923 925 M 78 In 166.1 1124 170.0 967 138.4 1124 147.0 965 118.6 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 83,0 1124 98.5 906 69.2 1124 89.0 690 59.3 1124 84.3 881 51.9 1124 83.2 878 821 724 67.6 844 73.3 712 60.1 844 66.5 702 54.0 844 61.4 693 45.0 644 54.2 678 38.6 844 50.0 66a 33.8 844 47.7 662 90 in 108.1 844 111.5 750 90.1 844 94.3 736 77.2 644 742 67.2 641 55.7 742 59.6 631 742 54.1 622 44.5 742 49.8 6t4 37.1 742 43.6 600 31.8 742 39.8 590 27,9 742 37,5 584 96 in 89.1 742 91.5 563 74.2 742 77.2 652 63,6 46.6 513 39.1 586 41.4 505 586 37.3 498 31,3 586 34.2 492 26.1 586 29.6 481 21.3 586 26.6 472 19.5 586 24.7 466 108 in 626 586 63.9 530 52.1 566 53.8 521 44.7 586 [25.3 42.9 467 36.0 555 38.0 480 556 34.2 473 28.6 555 31.3 467 24.0 555 27.1 457 20.6 555 24.3 448 16.0 555 22.4 442 Ill In 57.6 $55 58.8 503 48.0 555 49.5 495 41.2 555 326 475 33,7 420 28.5 475 29.8 414 475 26.8 409 228 475 24.5 404 19.0 475 21.1 395 16.3 475 18.7 387 14.3 475 17.2 381 120 in 45.6 475 46.4 433 38.0 475 39.0 426 144 in 26.4 330 26.7 305 22.0 330 224 301 18.9 330 19.3 297 76.5 330 17.0 293 1HDLC/O Co ® aN $ m o� c u. ` O �V Q Lu pZ U J IV - LO CA uj o tom o N�LIJ U H ` W w Anchor Ca city Table lbs _ W J � Substrate: 2.7k Concrete 3.5k Conc. IU- Hollow CMU o Filled CMU PT Wood Metal •g • • • 5+16" Elco -8 •• W 114" SS Elco 5/16" Elco 1/4" SS Elco ;x10 Steel 412 Steel M2 Steel Anchor Clip Patterns Anchor Type: 3116" Elco Ultracon 114" Elco Uitracon ltracon u3.118" 3116" Elco Ultraeon 1/4" Elco Lktracon AggreGator UltrZOOn AggreGator Screw (G5) Screw (G5) Screw (G5) Edge Distance (In} 1" 2-112 1` 2-112" 3 1/8" 1` 2-112" 1" 2-12" 2" 3 118' 2' 0.46" 0.54" 0.324" 7)04 Embedment (inx 1-314" 1-314" 1-3/4' 1-314" Y 1-1/4" 1-114" 1-1/4" 1-114" 1.114" 1-114" 2" 1-3/8" 1-318" ladies 2 Anchors @ 4.75 Min. O.C. / Standard or Offset Clip (Fig. 1&2X 390 lbs; 390 lbs 450 lbs 890]be 1644 We 270 lbs 280 lbs 354 lbs 740 lbs 374 lbs 664 lbs 9461bs 341 lbs 442 lbs 560 The 4 Anchors @ 2.25 Min. O.C. / Standard (or Olket) Clip (Fig. 3X 700 lbs 700 lbs 560 IDs 1410 lbs 952 lbs WA 560 Its N/A 830 ftWA z 880 lbs WA 682 lbs 885 lbs 1120 lbs 8Anchors t_ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 4X 960 lbs 1400 lbs WA NIA WA WA 780 IN WA WA WA WA WA 1363 lbs 1770 lbs 2240 lbs 4 Anohors 3' Min. O.C. / (2) 2x5 Angle Clips 1(Fg. 5X 780 lbs 780 lbs 680 lbs 1560 lbs 1886 Ibs 540 lbs 560 lbs WA 760 lbs 748 Ibs SBO lbs 1892 lbs 682 lbs 885 lbs 1120 bs 6 Anchors 3' Min. O.C. / (2) 2x5 Angle Clips 1(Fig. 6k 1170 Ibs 1170 lbs 1020 Ibs 2340 lbs 2644 lbs 610 lbs 840 IN WA 1140 lbs 1122 lbs 13201bs 2838 Ons 1022 %a 1327 lbs 1560 lbs 4 Anchors @ 0.45" Min. O.C. / U -Clip, into .125" Alum. (Fp. 7x WA WA N/A WA WA WA WA WA WA NIA NIA N/A WA N/A 14306a 2 Anchors Q 225" Min. O,CJ F -Clip (Fig. 8X 350 {bs 350 lbs 290 @3s 705 lis 476 Its WA 280 tbs WA 315 lbs WA 440 lbs WA 341 lbs 442 lbs 5601bs 4 Anchors 1.15" Min. O.CJ T --Clip (Fig, SX 4801bs 7001bs WA WA N/A WA 380 lbs WA WA I WA N/A WA 682 lbs 885 lbs 11201bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALutJ AS I rtE5 I ANDAF CUP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • • • • • • • • • • FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA-' (DPS) X (ANCHOR CAP. ",�-N = ANCHOR CAP. `MULLION CAP.,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. --y 1.062" f -- TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DiMENSfONAL RESTRICTIONS 4.00(" SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1" X 4" X.375' 'T' -MULLION i --j 1.000" h--- 4.000" 1' X 4" X .375" MULLION `; PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630,01 Expiration Date 05/26/2021 Miaml'-0 a Product Control 10 V%GENSF No.58705 (- .4 Oma'. SATE F F' . �COR1nP ..•G��\: /s A. LO `Y'NN A�A114KE P E. FL P.E.# 58705 Co ® aN $ m o� c u. ` O �V Q Lu pZ U J IV - LO CA uj o tom o N�LIJ U H ` W w o_ _ W J � U) IU- o Z •g • • • -8 •• W z •• ••� ' • • 2 crl U Z 403 ® m Z oU .•Y�• :;o ' -j o t� rx Z •• z Z 7)04 •K b� _rn' • 0. •U) LO A C7r •V! •••o Ce • t7 c3 0 iLU • It goo U X ¢ z O O 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630,01 Expiration Date 05/26/2021 Miaml'-0 a Product Control 10 V%GENSF No.58705 (- .4 Oma'. SATE F F' . �COR1nP ..•G��\: /s A. LO `Y'NN A�A114KE P E. FL P.E.# 58705 TAR[ F AA TART F AR AnchorCepacity Table (lbs) Substrate Mullion Capacity Table (lbs1ft 2 7k Commie 3.5k Conc. Hollow CMU Filled CMU FT Wood Metal Anchor Clip PatternsPatternsAnchor Type 3116 ElcoUlt ac on t!4' EkoUllraeort &16'Elco Ultracon V161i6' FJcoURrd<On i/4" EkoURiacan 114" SS EICo &W Elco AggreGator Utracon 1/4" SS Elio #10 Stee! #12Steel AggreGator Screw (GS) Scrc* (�7 $12 Steel Sc rem (GS) Edge 0stance ft 1• 2-1/2' 1" 241 Z' Opening Width (far vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 1"1• 2-112' 2" 3-118" 2' 0.40' 0.54' 0.320 Embednent 19: 50 in 13x4' 139' 60 in 2' 1-1/4' 70 In 1-114• 1-114" 80 in 1-114" 2' 90 in 1.08" varies 100 in SW lbs 390 Its 120 in 890 Ibs 16440S 140 in 280 the 354 lbs 160 in 37d lbs 664 Ibs Rectangular Trap/Tdang. Rectangular. Trap/Triang. Rectangular Trepariang. Rectangular TraprMang. Rectangular TmplTriang. Rectangular Trap(Tdang. Rectangular TrapfTriang. Rectangular Thap/Tdang. Rectangular TraprTriang. 1 25" X Loading Loading Loading Loading Loading Loading Loading Loadng Loading Loafing Loading Loading Loadng Loadng Loading Lcadng Loading Loading 3.'188" X WA NIA NIA N/A N/A WA N/A NIA N/A NIA WA N/A WA 1430 ibs 1 Anc!tor r F -C -Alp (Mg 5x 195 IDs 195 ItS 225 lbs 445 las . 822 Ws 1351bs 140 Ibs 177 lbs 370 lbs 187 lbs 332 lbs 473 lbs 170 FOS 221 8K 28013s 2 Anchors 1.13' Min O.CJ F -Clip (Fig 6y 240 b 330 lbs NJA WA NIA NIA 190 be NIA WA NLA NIA WA 34181s 442 lbs 5601bs v�gbS° .265" Alum Tube MUI CIL � CL a �o ®a a vU panu G aq a Uam U m• U_ � `c mm va i ^j 5 =' o � ` �o+ ^ o � � U8� o` U o Uv `o Ei Vv Vv v Uu Uu a 0 U 0 Uv a cvi o 8v N��c U� a va U f�a 3�O Cyc F ur C O'S L m 3 - c ii o =� s^1 $ uv •oS Lc$ 7ai p 5 �^{ Jm c$2r iyi ��; ar t[0 7 Go 7ai .c� tQ�c O �'9O c 0: .2 : s`a- 4K ¢� gQ �m � Q1c5 au•: c^1�j. tr�m' 4cd �acAl= <_ 42 in 170,0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 518 1170.0 1116 170.0 521 170.0 1240 170,0 521 170.0 11488 170.0 521 170.01 1735 170.0 1 521 151.6 1769 170.0 521 461n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 1327 1548 170.0 680 116,1 1548 170.0 680 50,625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 1468 170.0 756 104.4 1468 170.0 758 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170,0 764 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 1223 1376 170.0 861 104.8 1376 170.0 861 91.7 1376 170.0 861 601n 170.0 885 170.0 701 170.0 1063 170.0 1 797 158.9 1158 170.0 878 139.0. 1158 167.4 930 123,6 1158 156.8 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 905 69.5 1158 144.8 905 631n 170.0 930 170.0 745 1160.1 1051 1 170.0 850 137.2 1051 155.9 862 120.1 1051 1420 848 106.7 1051 132.3 837 NJ 1051 125.7 830 80-1 1051 119.5 822 68.6 1051 119.1 821 60.0 1051 119.1 621 957 170.0 789 139.3 957 151.6 605 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112,8 767 83.6 957 106.6 759 69.6 957 100.0 750 59.7 957 98.9 748 52.2 957 98.9 748 661n 167.1 a172irt 128.7 804 135 2 698 107.3 804 115.2 684 91.9 804 101.3 671 80.4 804 51.4 660 71.5 804 84.1 650 64,4 804 76.8 643 53.6 804 72.3 633 46.0 804 69.9 629 40.2 804 69.8 628 76 in 109.4 722 114.4 630 912 722 972 618 78.2 722 85.3 605 68.4 722 76.7 596 60.6 722 70.3 588 54.7 722 85.5 580 45.6 722 59.5 570 39.1 712 36.7 565 34.2 722 56-2 564 7 2 781n 101.2 685 105.6 600 84.4 685 89.6 588 723 685 78.5 577 63.3 685 70.5 568 562 685 64.5 560 50.6 665 60.1 553 422 68.5 54,3 543 36.2 685 61.4 537 31.6 685 50.7 536 90 In 65,9 515 68.0 457 54.9 515 57.3 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 515 29,1 404 961n 54.3 453 55.8 404 45.3 453 47.1 397 36.8 453 41,0 391 33.9 453 36,4 385 302 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19.4 453 24.3 360 17.0 453 22.9 356 1081n 38.1 358 39.0 323 31.8 356 32.6 318 27.2 358 28.4 313 23.8 358 25.2 306 212 358 22.7 304 19.1 358 20.8 300 15.9 358 18,0 293 1111n 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 297 22A 338 23.2 293 19.5 338 20.9 289 17.6 338 19.1 285 1201n 27,8 290 28.3 264 23,2 290 23.8 260 19.9 290 20.6 256 17.4 290 18.2 253 15.4 290 16.4 249 1441n 16.1 201 16.3 186 TART F AR NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS 7 HL STANDAKD CUH. FIGURE 1: 0 F04111INZ.A FIGURE 3: ANGLE CUP MUST ® ® ® BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: o • 0 0 0 TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPS) X ANCHOR CAP. ,,"„T_ _ ANCHOR CAP.. `MULLION CAP.�,,,,- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET- 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S, OR 410 S,S, E_1250"---1 1.25'X 3.188" X 265" MULLION (1-1/4' VF MULLION) 0 U) LUQ W J � J W C7 W a CO J •• z S 9999• Z 9900 J • rn •••Q Q • o o o� Z ...94 U) • •� U) • o W ••••e L m Z C0 ••FYI Y1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630,01 Expiration Date 05/26/2021 By----,. Miami -Dad roduct Control `1}1114111111 �ON1 L_I[VI1�'IF CENS,`' �r . /f �� i P. •gyp No. 58705 = 0,�' starE ' w, i�s '•"zontop..••GxC�� s��NAL tEN �•�`. A. LYNN MILLER, P.E. FL P.E.# 58705 AnchorCepacity Table (lbs) Substrate 2 7k Commie 3.5k Conc. Hollow CMU Filled CMU FT Wood Metal Anchor Clip PatternsPatternsAnchor Type 3116 ElcoUlt ac on t!4' EkoUllraeort &16'Elco Ultracon V161i6' FJcoURrd<On i/4" EkoURiacan 114" SS EICo &W Elco AggreGator Utracon 1/4" SS Elio #10 Stee! #12Steel AggreGator Screw (GS) Scrc* (�7 $12 Steel Sc rem (GS) Edge 0stance ft 1• 2-1/2' 1" 241 Z' 311' 1"1• 2-112' 2" 3-118" 2' 0.40' 0.54' 0.320 Embednent 19: 13/4" 13x4' 139' 1_/4" 2' 1-1/4' 1-V4" 1-114• 1-114" 1-1/4' 1-114" 2' 1-08' 1.08" varies 2 Anch014 @ 475' Min O.C_ 1 Standard or 09set Clip (Fig. 1): SW lbs 390 Its 450 Ibs 890 Ibs 16440S 270 lbs 280 the 354 lbs 740 Ibs 37d lbs 664 Ibs 9461bs 341 IDS 442 360 los 4 Anchors @ 1.15" Min O.C_ 1 Standard (or Closet) Clip (Fin 4 480 Ibs 700 lbs NIA WA NIA NIA 380 lbs NIA WA N/A WA WA 682 lbs 685 sts 1120 its 4 Anenors @ 3- Mitt. G.C_ 1 (2) 26 Angle Gips 1(Fig. 3): 780 lbs 780 lbs 680 tbs 1560 1139 1896 b 540 lb -3 560 Ips N/A 760 IIs 748 lbs sw ms 1892 lbs 682 lbs 885 Ibs 1120 Its 4 Arc hag Q 0.45" Min. O.C. / U-Ulp, Into -126' Alum. (Fig 4) NIA I WA NIA NIA N/A N/A WA N/A NIA N/A NIA WA N/A WA 1430 ibs 1 Anc!tor r F -C -Alp (Mg 5x 195 IDs 195 ItS 225 lbs 445 las . 822 Ws 1351bs 140 Ibs 177 lbs 370 lbs 187 lbs 332 lbs 473 lbs 170 FOS 221 8K 28013s 2 Anchors 1.13' Min O.CJ F -Clip (Fig 6y 240 b 330 lbs NJA WA NIA NIA 190 be NIA WA NLA NIA WA 34181s 442 lbs 5601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS 7 HL STANDAKD CUH. FIGURE 1: 0 F04111INZ.A FIGURE 3: ANGLE CUP MUST ® ® ® BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: o • 0 0 0 TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPS) X ANCHOR CAP. ,,"„T_ _ ANCHOR CAP.. `MULLION CAP.�,,,,- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET- 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S, OR 410 S,S, E_1250"---1 1.25'X 3.188" X 265" MULLION (1-1/4' VF MULLION) 0 U) LUQ W J � J W C7 W a CO J •• z S 9999• Z 9900 J • rn •••Q Q • o o o� Z ...94 U) • •� U) • o W ••••e L m Z C0 ••FYI Y1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630,01 Expiration Date 05/26/2021 By----,. Miami -Dad roduct Control `1}1114111111 �ON1 L_I[VI1�'IF CENS,`' �r . /f �� i P. •gyp No. 58705 = 0,�' starE ' w, i�s '•"zontop..••GxC�� s��NAL tEN �•�`. A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 9A Z Q 6 Anchor Capacity Table (Ibs) i -- LU LU W Substrate: 2.7k Concrete 3.58 Cone. co Hollow CMU �„ Filled CMU PT Wood Metal W o� 5116" Faso 5116" i 114" SS Elco 5/16" Elco 114" SS Eco #10 Steel #12 Steet #12 Steel AnchorType. 3116" Elco Ultmcon 1/4" Elco Ultra= L]J 3116" Elco LHt[acon U4" Elco Ultracon AggraGatar Uitrecon Mullion Capacity Tabfe (fbslfe) Screw (G5) Screw (05) Screw (G5) Anchor CAP Patterns •••� 2-112" &118" 1" 2-1/2" 1" 2-1/2" 2' 3-1/8" 2" 0.48" 0.54" 0,324" Edge Distance (In): t" 2-1/2" ]" Z Y 1114" 1-114" 1-1/4" Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -•panning mullions) 1-1/4" 1-1/4" 2" t-318" 1 3/8' tarles Embedment (in): 1-3/4" 1-314" 1-3/4" 1-314" 1644 Ibs 50 N 2801bs 354 lbs 60 In 374 tbs 664 Ibs 70 in 341 lbs 442 Ibs 60 in 2 Anchors 4_ 4.75" Min. O.C. / Standard or Offset alp (Fig. 1$ 390lbs 90 in 450 Ibs 890 100 In 120 In 1401n WA 6621bs 160 in 1120lbs 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Glp (Fig. 2): Rectangular Trap/Tdang. Rectangular Trap(Tdang. Rectangular Trap/Tdang. Rectangular Trap/Trlang. Rectangular TraprTdang. Rectangular Trap/Tdang. Loading Rectangular Loading Trap(Triang_ Loading Reotangular Loading Trap/Tdang. Loading Rectangular Loading Tnip/Tdang. Loading 1.25 x 5.25 Loading Loading Loading Loading Loading Loading Loadarg Loading Loading Loading Loading 3Anchors @ 0.54" Min. D.C. I V-Qlp, Into _104" Alum. (Fig. 4k NIA WA WA NIA N/A x.100 Alum. Tube 4 ' Mullion P a .. u 138 8 813 8 NIA NIA 14 1 Anchor/ F -Clip (Fig. 5x �� 1951bs 814 " y &B 8 8 135 Ibs 8 y 8 Z � .2 .- ��8 473 ibs 170 Ws I38 2 Anchors 1.15" Min. O.CJ F -Gip (Fig. ilk 2 _ �14 Z WA N/A WA N/A 190 Ibs ?e WA N(A N/A {5� 341 �s 1" 580 Ibs C C L YT G �C, L" C A p�7Q_J"�jy$ 1 $j� .- i n C 'Y I' � O - a 5j� G g j QC l •� v C� Q G iS Q i.' G [L5� p7-Pj V {L D fE '2 lMc�3 C Q .J Q IL �• G 4 IZ ( .E Q 1` Q lL �' IL 2 4 2 Q .� 4 V 620 170.0 435 170.0 744 170.0 a76 170.0 868 170,0 506 1780 992 170,0 519 170.0 1116 170.0 521 153.3 1118 170.0 521 127,7 1118 170,0 621 109,5 1118 170.0 521 95.8 1118 170.0 521 42 in 170.0 170.0 850 170.0 584 167.6 978 170.0 630 146.7 978 170.0 661 130.4 978 170.0 877 117.3 978 170-0 880 9T.H 978 170.0 8H0 83.6 978 170.0 690 73.3 976 t70.0 680 48 in 170.0 706 170.0 524 150.7 927 170.0 694 131.9 927 168.5 708 117-2 927 159.1 699 105.5 927 156.3 696 87.9 927 15&3 695 75.4 927 156.3 695 65.9 927 156.3 695 50.8251n 170.0 747 170.0 563 170.0 898 170.0 631 889 163.8 603 115.9 869 141.8 669 103.0 869 134,0 660 92.7 869 129.8 654 77.3 869 129.8 652 66.2 869 128.8 652 57.9 669 128.8 652 64 N 170.0 797 170.0 612 164.5 669 170.0 691 132.5 99.5 746 107.8 599 79.6 746 101,0 592 71.6 746 96.6 587 59.7 746 93.3 5133 51.2 746 93.3 583 d4.8 746 93 3 5H3 601n 143.2 746 153.8 634 119.4 746 132.3 620 102.3 146 117.8 BOB 677 85.2 539 61.9 677 81.0 534 51.6 677 77,0 529 44.2 677 76.7 529 38.7 677 76.7 529 63 in 123.7 677 132.0 579 103.1 677 113,2 566 88,4 677 100.4 555 77.3 677 91.4 546 8a.7 78.3 500 59.8 617 72.6 494 53,8 617 66.7 489 44.8 617 64.4 483 38.4 697 63.7 482 33.6 Bt7 63.7 482 fill N 707.6 617 114.1 530 89.7 617 97.8 519 76.9 617 86.3 508 67.3 617 72>n 82.9 518 87.1 450 69,1 518 74,2 440 59,2 516 65.2 432 51,8 516 58.8 425 46.1 518 b4.2 419 41.4 518 50.7 414 34.6 518 46.6 408 29.6 518 45.0 405 25.9 518 45.0 405 0 76 in 70.6 465 8:7 466 62.8 398 50.3 465 .54.9 390 44.1 465 49.4 384 39.2 465 45.3 376 35.2 q65 422 374 29.4 465 38.3 367 25,2 465 3fi.5 364 22.0 485 362 3 345 54.3 441 57.7 379 46.6 441 Sall 372 40.8 441 45.4 366 36.2 441 41.6 360 32,6 441 38.7 356 27.2 441 34.8 349 23.3 441 33.1 346 20.4 441 32.7 78 in 65 2 441 332 3Z3 284 26.5 332 28.8 280 23.6 832 26.1 276 21.2 332 24.1 272 ITT 332 21.3 266 15,2 332 19.6 262 13.3 332 18,7 280 90 it A2.4 332 36,4 332 37.0 289 34.3 256 25.0 291 2&4 252 21.9 291 23.5 248 19.4 291 21.3 244 17.6 291 19.5 241 14.6 291 17,1 236 12.5 291 OX 232 86 N 35.0 291 12082U.5 29,} 291 30.3 108 in 24.6 230 20.5 230 21.1 205 17.5 230 18.3 201 15A 230 162 198 111 N 2Y.8 218 18.9 218 19.4 194 16.2 218 16,a 191 14.1 218 14.9 188 It- 1 1 120 In 17.9 187 14,9 187 1 15.3 167 TABLE 9B Z Q 6 Anchor Capacity Table (Ibs) i -- LU LU W Substrate: 2.7k Concrete 3.58 Cone. co Hollow CMU �„ Filled CMU PT Wood Metal W o� 5116" Faso 5116" i 114" SS Elco 5/16" Elco 114" SS Eco #10 Steel #12 Steet #12 Steel AnchorType. 3116" Elco Ultmcon 1/4" Elco Ultra= L]J 3116" Elco LHt[acon U4" Elco Ultracon AggraGatar Uitrecon AggreGalor Screw (G5) Screw (05) Screw (G5) Anchor CAP Patterns •••� 2-112" &118" 1" 2-1/2" 1" 2-1/2" 2' 3-1/8" 2" 0.48" 0.54" 0,324" Edge Distance (In): t" 2-1/2" ]" Z Y 1114" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" t-318" 1 3/8' tarles Embedment (in): 1-3/4" 1-314" 1-3/4" 1-314" 1644 Ibs 2701bs 2801bs 354 lbs 740 Ibs 374 tbs 664 Ibs 946 Ibs 341 lbs 442 Ibs 560 Ibs 2 Anchors 4_ 4.75" Min. O.C. / Standard or Offset alp (Fig. 1$ 390lbs 390 Ibs 450 Ibs 890 WA WA 6621bs 885 Ibs 1120lbs 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Glp (Fig. 2): 480 Ibs 700 Ibs WA NIA N/A N/A 38016s WA N/A NIA Ibs 682 lbs 885 Ibs 1120 lbs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3x 780 Ibs 780 Ibs 680 Ibs 1560 fba 18913 Ibs 540 Ibs 560 lbs N/A 760111s 748 lbs am lbs 1892 3Anchors @ 0.54" Min. D.C. I V-Qlp, Into _104" Alum. (Fig. 4k NIA WA WA NIA N/A NIA N/A NIA N1A N/A NIA N/A NIA NIA 950 Ibs 1 Anchor/ F -Clip (Fig. 5x 195lbs 1951bs 225 Iba 4451bs 8221bs 135 Ibs 140 lbs 177 Ibs 370 Ibs 187 lbs 332 Ibs 473 ibs 170 Ws 221 Ibs 280 Ibs 2 Anchors 1.15" Min. O.CJ F -Gip (Fig. ilk 2401bs 350 Ibs WA N/A WA N/A 190 Ibs NIA WA N(A N/A N/A 341 �s 4421bs 580 Ibs FIGURE 1: Fir* IRF ?: FIGURE 3: ANGLE IST i ® BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: e a e a e TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 309 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP_„",,,F (DP�) X ( ) ANCHOR CAP. ®'I MULLION CAP. ,Fm,,, . USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION', CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. I 1.250"-l 1.25"X 3.25" X .100" MULLION FOR FIELD -MULLED UNITS 1,25"X 3.25"X.100" MULLION FOR FACTORY -MULLED UNITS S3 a t2 C3 Z Q 6 U rr i -- LU LU W co �„ m 2 W o� i Q � • 0 • L]J • • •••�(7 •Zj 09 •••� sU •_• r •••4[�} Z 7 • N C" ••'r• Q m rn •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration D: By pNY.�YNN,1''/, J No. 59705 0,� s ATE ' �W .,�SS'aNA� 0``�. A. LYNN MIIIL, P.E. FL P.E.# 58705 I Hk3Lt lUA 9 ® a Anchor Capacity Table jibs) N 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION �M � 1 zt � rai U � � ® z Substrate: ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2.7K Concrete Uj W 3.5k Cone. LL it Hollow CMU 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Filled CMU PT Wood Metal J V) f]1T Elco 5 V4" SS Elco 516" EIC o 114" SS Elco #10 Sted #12 Steel #12 Steel Anchor type 3r1@ Elco Uttracm V4" E[coUltracon UDracon 31161 Elco Utracon 1/4" EkoUitracon i AggreGator Mullion Capacity Table Qbslfe) Aggn:Galor Screw (G5) Screw (05) Screw (G5) Anchor Clip Pattems c W Q ~49 • 0 ••Z •� Edge Ustance (1h} 1" 24/2 1^ 2-1I7' 3.118' 1" 2-u2' Opening Wdth (forveriiceIIy-spamming mullions) or Opening Height (forhorizonteiiy-spanning mdilons) 2-112" 2' 3-118" 2" 0.4a" 0.54^ 0.324" Embeckne nt 2n) 13/4" 1.3/4" 1414" 13+4" 50 in t-114" 1-V4" 60 in 1-114" 1-114" TO in T 1-318" Bo in varies 2 Anchors @ 4.79' Min. O.C. / Standard or Oftel COP (1`4 1X 1 g0 in 3w IDS 450 lbs_ 100 in 1644 lbs 270 R)s 120 in 354 lbs 740 lbs 140 in 664 lbs 946 lbs 160 in 442 to- 560 lbs 4 Anchors @ 1.15• Min. O.C. 1 Standard (or Onset) Clip (Fig. 2x TrapTrlang. Rectangular Traplrriang, Rectangular Trap,Tdang. Rectangular TrepITriang_ Rectangular Trep/rdang. Rectangular Trap/friang. Rectangular Trap/rriang. Rectangular TraprTriang. Rectangular Traprrriang. 126 X 3 26[Rect.,ngular ding Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x .624 N/A WA NIA N/A NIA WA WA N/A WA 950 lbs 1 Arlchor/ F-Ctlp (Rg. 5y 1195 IDs 195Iba 225 lbs 445 U 822 lbs 135 lbs 140 flls 177 lbs 370 Its 18T lbs 332106 473 lis 170 lbs 221 lbs 280 lbs 2AnchoM @ 1.18' Min O.C./ F1:8p (R9. 6): 240 IDS 3501139 WA NIA N/A N/A 1001135 NIA NIA Alum. Tulle Mullion WA WA 341 tbs 442 lbs 560 Ibs • G.d r0 ii.: W aWW W0 ca O c.} U r.1 G7 a U o ei el ii eo CJ Ci eiVrciL`�`'W`2 tW �R' G �R' G QK G Q� G E 42 in 170.0 $20 170.0 436 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 46 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 17D.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170,0 660 170.0 1700 170.0 680 169.7 1979 170.0 680 148.5 1979 170.0 Sao 50.626 n 170.0 747 170.0 563 170.0 896 170.0 691 170.0 1046 170.0 684 170.0 1195 170.0 723 170.D 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 1525 1877 170.0 756 133.5 1871 170.0 756 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 170.1) 1434 170.0 837 170.0 1594 170.0 656 156.4 1759 170.0 661 134.1 1769 1M0 861 117.3 1159 170.0 861 1240 770.0 876 170.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.9 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 60 in 170.0 885 170.0 701 170A 1063 170.0 797 170.0 63 In 170.0 930 170.0 745 170.0 1116 170.0 $50 170.0 1302 170.0 940 156.6 1370 170.0 1015 1392 1370 170.0 1076 125.3 1370 164.0 1082 104.4 1370 155.9 1072 89.5 1378 135.3 1070 78.3 1370 155.3 1070 m 66 In 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 7248 158.6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 969 90.8 1248 130.4 978 77.8 1248 129.0 976 68.1 1248 129.0 975 C 721n 167.8 1049 170.0 876 139.9 1049 f5D.2 892 119.9 1449 132.1 875 104.9 1044 119.1 860 93.2 1049 109.7 846 83.9 1049 102,7 898 69.8 f049 94.3 826 59.9 1044 91.2 820 524 1049 91.1 20 J o T6 in t42,7 941 149.1 822 1 t8.9 94 t 126.8 605 101.9 941 1112 J91 09.2 941 100.0 777 79.3 941 91.7 766 71.4 941 85.5 757 59.6 941 77.6 744 51.0 941 74.0 737 44.6 941 73.3 736 T8 in 132.0 894 137.6 894 11G.9 767 94.3 894 1024 753 82.5 894 91.9 740 73.3 894 84.1 730 66.0 894 78.3 721 65.0 894 70.7 TO7 47.1 894 67.0 701 41.3 894 66.1 698 90 in 85.9 671 88.7 671 74.9 585 61A 671 65.3 575 53.7 671 58.2 666 47.7 671 52.9 558 43.0 671 48.8 551 35.8 671 43.1 539 30.7 671 39.7 531 26.9 671 37.9 526 96 in 70.8 690 72.8 590 61.4 518 50.6 590 53.4 509 44.3 590 47.6 502 39.3 590 43.0 494 35.4 590 39.6 488 29.6 690 34.7 477 25.3 590 31.6 469 22.1 690 29.6 464 37.1 408 31,1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.6 382 17.8 466 21.2 375 15.5 466 19.6 370 108 in 49.7 466 50.8 421+4 466 42.8 414 35L 466 32.7 441 34.1 387 28.6 441 30.2 382 25.4 441 27.2 376 22.9 441 24.9 372 19.1 441 21.5 363 16,4 441 19.3 356 14.3 441 17.8 351 45.6 441 46.7 441 39.3 393 E 36.3 378 36.9 344 30.2 376 31.0 339 25.9 378 26.8 334 22.7 376 23.7 329 20,1 376 21.3 325 18.1 378 19.5 321 15.1 370 16.7 314 144 in 21.0 2G2 212 242 17.5 262 17.8 239 15.0 262 15.3 236 TAbl-t 'I UIQ 9 ® a Anchor Capacity Table jibs) N 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION �M � 1 zt � rai U � � ® z Substrate: ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2.7K Concrete Uj W 3.5k Cone. LL it Hollow CMU 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Filled CMU PT Wood Metal J V) f]1T Elco 5 V4" SS Elco 516" EIC o 114" SS Elco #10 Sted #12 Steel #12 Steel Anchor type 3r1@ Elco Uttracm V4" E[coUltracon UDracon 31161 Elco Utracon 1/4" EkoUitracon i AggreGator Uttraeon Aggn:Galor Screw (G5) Screw (05) Screw (G5) Anchor Clip Pattems c W Q ~49 • 0 ••Z •� Edge Ustance (1h} 1" 24/2 1^ 2-1I7' 3.118' 1" 2-u2' 1" 2-112" 2' 3-118" 2" 0.4a" 0.54^ 0.324" Embeckne nt 2n) 13/4" 1.3/4" 1414" 13+4" 2" t-114" 1-V4" 1-1/4" 1-114" 1-114" 1-114" T 1-318" 13xT varies 2 Anchors @ 4.79' Min. O.C. / Standard or Oftel COP (1`4 1X 1 39D Ibs 3w IDS 450 lbs_ 890 SDs 1644 lbs 270 R)s 280 ]be 354 lbs 740 lbs 374 lbs 664 lbs 946 lbs 341 lbs 442 to- 560 lbs 4 Anchors @ 1.15• Min. O.C. 1 Standard (or Onset) Clip (Fig. 2x 4801135 700 078 NIA WA N/A WA 380 lbs NIA WA NIA WA 141A 682lbs 885 i)s 1120 @s 4 AM tors @ 3" Min. O.C. / (2) N5 Angle Clips / (Fig. 3T 780 lbs 780 IIA 6801bs 1560 lbs 1696 lbs 5401bs 56D lbs NIA 760 Its 748 Ibs 880 the 1892 ms 682 lbs 865 lbs 1120 lbs 3Anchors @ 0.54" Mit. O.C. / UfiDp, Into .100^ AM. (Fig. 4} N/A NIA NIA WA WA N/A WA NIA N/A NIA WA WA N/A WA 950 lbs 1 Arlchor/ F-Ctlp (Rg. 5y 1195 IDs 195Iba 225 lbs 445 U 822 lbs 135 lbs 140 flls 177 lbs 370 Its 18T lbs 332106 473 lis 170 lbs 221 lbs 280 lbs 2AnchoM @ 1.18' Min O.C./ F1:8p (R9. 6): 240 IDS 3501139 WA NIA N/A N/A 1001135 NIA NIA tUA WA WA 341 tbs 442 lbs 560 Ibs TABLE NOTES: FIGURE 1 FIGURE 2: ® 9 ® a ® �N N 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION �M � 1 zt � rai U � � ® z ® ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. o Uj W LL it O 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ® ® CLIP SED T SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. BE U ® ® 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FIGURE 4: FIGURE 5: FIGURE6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF ,100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND ® .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. O ANCHOR CAPACITY ADJUSTMENT FORMULA. (DPS,) X (ANCHOR CAP,.) _ANCHOR CAP.,, ,, `MULLION CAP,,,,,,,,"„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1.25" X 3.25" X,624* MULLION FOR FIELD -MULLED UNITS 1.25" X 3.25' X.624" MULLION FOR FACTORY -MULLED UNITS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date By Mi Miami -0a Prc `ollIIif1/// V AN LT NN _1/ qo V.%CENSF -i<< , * No. 58705 O� STA O AL 10 A. LYNN MILLER `P.E. FL P.E.# 58705 9 UIA a ® �N N �M � 1 zt � rai U � � t>rr z nz W U o Uj W LL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date By Mi Miami -0a Prc `ollIIif1/// V AN LT NN _1/ qo V.%CENSF -i<< , * No. 58705 O� STA O AL 10 A. LYNN MILLER `P.E. FL P.E.# 58705 a U I- t>rr z Uj W it O rU) J V) Of 5 0) H 271 _ w o G i ce) c W Q ~49 • 0 ••Z •� • _ •eeeCCCC� • • J • •� i` •••� • d •••tea• •fit• Z c0 •• N • • Q F- X �� :� c`o 0) Lr) v• WO 6O In 04 m b° o •• •Y Y� C3 • ry W 4p) . 40 a • W a 4 �_ P :a m p to r0 WW U i= a ren o of PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date By Mi Miami -0a Prc `ollIIif1/// V AN LT NN _1/ qo V.%CENSF -i<< , * No. 58705 O� STA O AL 10 A. LYNN MILLER `P.E. FL P.E.# 58705 TABLE 11A VJ U)h LU O [ r LU LLIa AnchorCapecity Table (Ibs) Sutshate 75 2.7k Concrete 3.5k Colic. W Hdrow CMU CD Filled CMU PT Wood Mef�J O U) F- F- L) U • • 5'16' Elco Mullion Capacity Table (ibaffle) LQ 114" SS Elco 5116" Etc0 114" SS Elco #7o Steel #12 Steel #12 Steel y Anchor Type: 3116" Elto 0121:0n114" Eko Uttracon Uitracon 3116" Elto URracon t/4" Elco UBracon AggreGalor LiMaCcn Aggte=or Screw (W) ScreX (G5) Screw (G.) Anchor Clip Patterns ' 2-112" 3-118° Open€ng width (for vertically�-spanning m iflions) or Opening Height (forhorizonallyspanreng mullions) 2-112' 1" 2-117' T 3-101" 2' 0,48" D.Sd" 0.324" Etlge Distance (1n): 1" 2-1/2' 50 in I-aW 2" 60 in 1-114' 1-1f4" TO in . 1-114" 1-114" 80 in 1 -Ne" 1-f6" 90 in Emtlerfinent on)7 1.314" 100 in 1-314" 450 lbs 890 lbs 120 in 270105 280 lbs 140 in 7401W 374 lbs 160 n 946 Ins 341 lbs Rectangular TrapfTriang_ Rectangular Trapfrnang. Rectangular Trapfrriang, Rectangular Traprl'dang. Rectangular TrapiThang. Rectangular Traplfriang. Rectangular TraprNang. Rectangular Loading TraprTriang_ Load -mg Rectangular Loading Trapliriong. Loading 125 X 3 94 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading 1129 IN 4Anchor, @ 3" Mitt O_C. I P a5At1gL-C1P5 I (lig. 3x 780 lbs 780 lbs__l x .624 ISM lbs Ims lbs 540 lbs 560 lbs NIA 750 lbs 748 lbs 860 lbs 1892 4 Ancifors Q 0.54" Mtn. 0.C.1 U•Clip, Into .100" AlunL (Fig- 4Z N/A WA I NIA WA NIA NIA WA N/A WA N/A WA FNA N/A WA 1267 Ibs 1 Ane rW / F --V (R 9. 51 195 EDS 195 las 7151bs 445 Its T T ?, alttr►►t. Tube Mullion = 'o ,-• 332 Ibs = "� 170 tbs a m w v . m m m ao w m m ,a w 1901b6 m a m •o n," a n a @ a a w a m w a s m n a in a s m a a Inc • a y m e m m m ma a m w m p U U UC U sii U U U `� C .C � U U UO U -U - U�w �... U y� 9 y � • ii ry. o �v Cv e1„ � - a o �' � U P �' o .� � �S• V Or R � 1p � = h Y y N �. a G O - N U4c, P SUS P V ? U P = M � J G d ? M O? y U• 3� � y �� b � � c 7� � c G? Qtr �� a QLm✓ � $ drff � � O �K 3 2c S QC: � c S Q� � c Qtr � � GK i c .y tr � c Qtr � c QK � c Q� �j''.. 4c^ � �. GLS 1•`• c Q¢ 2: c Qa Qd' C� 435 170.0 744 170.0 478 170.0 668 170.0 506 170.0 992 170-0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 421n 170.0 620 170.0 58d 170.0 992 170.0 630 170-0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 48 in 170.0 708 170.0 524 170.0 850 170.0 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 T56 179.0 1793 170.0 755 170.0 2092 170.0 766 170.0 2391 170.0 756 SO 625 in 170.0 747 170.0 563 170.0 896 691 170.0 1116 170.0 754 170.0 `1275 170.0 803 170.0 1434 1740 837 170,0 1694 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 160.2 2403 170.0 Hfit 54 in 170.0 797 170.0 612 170.0 966 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 1TO.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 148.3 2163 170-0 1063 129.8 2163 170.0 IOM 60 in 170.0 885 170-0 170.0 1302 170.0 940 170.0 1488 470.0 1016 170.0 1673 170.0 1076 170.0 1859 170-0 1122 155.9 2060 170.0 1169 134.5 2060 170.0 1171 117.7 2060 170.0 1171 63 in 170.0 930 170.0 745 170.0 11t6 170.0 B50 170.0 1902 170.0 1558 170.0 ING 170.0 1753 170.0 1155 170.0 1948 170A 1210 143.0 1966 170.0 1275 1226 1966 170.0 1286 107.2 1966 .0 1286 m 66 in 170.0 974 170.0 T8S 170.0 1169 170.0 903 170.0 1364 C 170.6 1228 154.1 1734 170.0 1315 138.7 1734 169 8 1386 115.6 1734 155.9 1364 99.1 1734 150.4 1362 86.1 1734 150. 2 1352 J 721n 170.0 1063 170.0 H7B 770.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 7700 170.0 1346 170.0 1080 168.5 1556 170.0 1209 147.4 1556 1652 1295 131_1 1556 151_5 1266 117.9 1556 141.3 1251 98.3 1556 128.3 1229 842 1556 122.3 1219 73.7 1656 121.2 1216 O 76 in 170.0 1122 170.0 937 1693 '245 t3G_4 1477 152.0 14 121.2 1477 139.7 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1469 7TA 1477 110.8 1158 68.2 1477 1093 1164 78 in 170.0 1151 170.0 967 170.0 1384 170.0 1116 155.9 1477 951 88.8 1170 96.3 936 73.9 1110 87.5 922 71.0 1110 80.7 910 592 1110 71.3 891 50.7 1110 65.6. 878 44.4 1119 62.7 870 90 in 1420 1710 1465 986 11fl_4 11 i0 123.9 968 101.5 1110 107.9 i 120.3 872 97.5 975 1015 856 83.6 975 88.3 842 73.2 976 78,5 829 65.0 975 712 817 SB.5 975 65.4 807 48.8 975 57.4 7H9 41.8. 975 52.3 776 36.6 975 49.3 767 96 in 117.0 975 685 583 771 61.3 674 51.4 771 54.3 UA 45.7 771 49.0 655 41.1 771 43.9 647 34.3 771 38.9 632 2}.4 771 35.0 621 25.7 771 32.4 612 108 in 822 771 84.0 696 68.5 771 70.7 54.1 730 56.3 640 47.3 730 49.9 631 421 730 45.0 622 37,9 730 41.1 614 31.5 730 35.6 600 27.0 730 31.9 589 23.7 730 29.S 581 111 in 757 730 77.3 661 63.1 730 65.0 650 552 37.5 624 39.2 54d 333 624 35.3 537 30.0 fi24 32.2 531 25.0 624 27.7 579 21.4 624 24.6 509 '8.7 624 22.5 501 420 in 59.9 624 61.0 569 49.9 624 512 560 42.8 624 44.3 144 in 34.7 433 35.1 400 28.9 433 29A 395 24.8 433 25.4 390 21.7 d33 224 385 19.3 433 24,0 381 17.3 433 182 376 TABLE 11 B VJ U)h LU O [ r LU LLIa AnchorCapecity Table (Ibs) Sutshate 75 2.7k Concrete 3.5k Colic. W Hdrow CMU CD Filled CMU PT Wood Mef�J O U) F- F- L) U • • 5'16' Elco 0 LQ 114" SS Elco 5116" Etc0 114" SS Elco #7o Steel #12 Steel #12 Steel y Anchor Type: 3116" Elto 0121:0n114" Eko Uttracon Uitracon 3116" Elto URracon t/4" Elco UBracon AggreGalor LiMaCcn Aggte=or Screw (W) ScreX (G5) Screw (G.) Anchor Clip Patterns ' 2-112" 3-118° 1-1 2-112' 1" 2-117' T 3-101" 2' 0,48" D.Sd" 0.324" Etlge Distance (1n): 1" 2-1/2' t" I-aW 2" 1-1/4" 1-114' 1-1f4" 1-V4" . 1-114" 1-114" 2 1 -Ne" 1-f6" rales Emtlerfinent on)7 1.314" 144" 390 M 1-314" 450 lbs 890 lbs 1644 las 270105 280 lbs 354 los 7401W 374 lbs 664 lbs 946 Ins 341 lbs 442 Its 560 Its 2 Anchors Q 4.76" Min O.C. I S%MaM or Orrset Clip (Ag- U 390 Ibs NIA NIA WA NIA 6821t)s 885 Its 1120 Ibs 4 Anthors @ 1.15" MIrL O_C. I Starimm (or Onset) Clip (fig 4 480 IDs 700 Ibs NlP. NANIA NIA 380 Its NIA US 682 lbs 885 ft 1129 IN 4Anchor, @ 3" Mitt O_C. I P a5At1gL-C1P5 I (lig. 3x 780 lbs 780 lbs__l 680 tbs ISM lbs Ims lbs 540 lbs 560 lbs NIA 750 lbs 748 lbs 860 lbs 1892 4 Ancifors Q 0.54" Mtn. 0.C.1 U•Clip, Into .100" AlunL (Fig- 4Z N/A WA I NIA WA NIA NIA WA N/A WA N/A WA FNA N/A WA 1267 Ibs 1 Ane rW / F --V (R 9. 51 195 EDS 195 las 7151bs 445 Its 822 lbs 135 WS 140 Ibs 177 lbs 370 Its 187 RIs 332 Ibs 473 Its 170 tbs 221 lbs 280 lbs 2At1CtloM 1.15" Mrt O.C./ F-CYp (Fg. 6} 240 Ibs 330 �a NIA WA NIA N/A 1901b6 NIA WA N/A WA WA 311 lbs 442 8r 560 las FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST ® BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: i TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPS,) X - ANCHOR CAP.,,,,,,,- _ ANCHOR CAP. , \MULLION CAP.,.., - USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY -TABLE. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8, #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. 3. 125" X 3.94" X,624" MULIJON t" • t ••Z 000" u PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date i By Miami -Da Prc 3kV LYNN * No.58705 E Wim �� . ATE 4b ; ONAL E�G��. A. [AMNN M"K P.E. FL P.E.# 58705 VJ U)h LU O [ r LU LLIa 75 W CD O U) F- F- L) U • • 0 LQ Z cin 048 s y • � � ; • d PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date i By Miami -Da Prc 3kV LYNN * No.58705 E Wim �� . ATE 4b ; ONAL E�G��. A. [AMNN M"K P.E. FL P.E.# 58705 TABLE 12A L� 0 h ' O 111 Mullion Capacity Table (lbsR 2 J J Anchor Capacity Table (Ibs} 1A tY y Substrate: 27k Concrete m 3.5k Conc. Hodow CMU Filled CMU PT Wood Opening Width (for wrtica%,spandrig mullions) or Opening Height (for horiwrttally-spannirig mUIIlans) 1b Om W y16• Elco •� 0 1141 SS Fico 50 in 7/4" SS Elco 410 Steel 60 in #12 Std AnchorC[ip Patterns 70 in 9116 ElcoUttracon 114"ElccUkracon 80 fn UlVacon 3116 EltolAtixM 90 in AggreGator Ukracon 100 in Screw(G5) Screen (G5) Strew (G5) 120 in 2-v2' 140 In 3-118" 160 in 2 -Ura' 2 X 4X.25 Rectangular Loading Trap/TiiwV. Loading Rectangular Loading TrapMiang. Loafing Rectangular Loading Trap/Triang. Loading Rectangular Loading Traprrrlang, Loadng Rectangular L.oadng Trap/Tirieng. L.oadng Rectangular Loading Trapffdang. Loading Rectangular Loading TrWTrlang, Loading Rectangular Loading Trap/Tdang, Loading Rectangular Loading Tmp/Triang. Loading Alum. Tube Mullion ° W0. _ � � Q & a g o Nn ig o 60. v _ qqc S c� e o ag � IS 10=ts G 2^ maq o _ R� � Qn o m WoQ � �n m cs � m ma@ rJa y $9 Q w U .3.0 _ a, .13 N a 9 Cr a i~ �° m C) PW L _ �. Iq a m LoVo �V ri � U $�° M m dap (J LF° 2 lyn � GQ � _ (pn G C d7K k • �Cp O _ n %' m o r _ a o. W m G a G _ o. >� i6 G t4V m 2^ 160. o 7 i^ _ a e - U v rt U 0. m ?rJ' 2_ �. �_ z, a+ o. as ¢V 560 Its 42 in 170,0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 ]70.0 1983 770.0 527 1596 IDs 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170,0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 ]70.0 2267 170.0 680 WA 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.D 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 755 170.0 1793 170.0 755 170.0 2092 170.0 756 170.0 2391 170.0 756 443 Ibs 54 in 170-0 797 170.0 612 170.0 956 170.0 691 170.0 1116 iT0,0 754 170,0 1275 170.0 B03 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 881 170.0 2231 170.0 861 170.0 25M 170.0 -861 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170,0 1063 160.8 2680 170,0 1063 531n 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170,0 1076 170.0 1859 170.0 170.0 2231 170.0 tt69 166.7 2553 170.0 1171 145.9 2553 170.0 1171 w 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1066 170.0 1753 170.0 1155 170.0 1948 170.0 170.01 2338 170.0 1275 151.9 2437 170.0 1286 132.9 2437 170.0 1286 C 72 in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170,0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 145.6 2184 170.0 1488 124.8 2184 170.0 15129 108.2 2184 ]70.0 1530 J 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1060 170.0 1570 170.0 1209 170.0 1794 170.0 1322 1651 1960 170.0 1421 148.6 1460 170.0 d37 123.8 1960 161.6 1548 106 1 1960 154,0 1535 92.9 1960 152.7 1531 2 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170,0 1642 170.0 1369' 1527 1861 170.0 1474 137.4 1661 163.1 114.5 1867 147.3 1473 982 1861 139.6 1459 85.9 1861 137.6 1454 9D in 170.0 1328 170.0 1144 149.7 1398 156.0 1219 127.8 1398 136.0 1498 111.8 7398 121.3 1179 99.4 1398 110,2 1162 89.5 7398 101.674.5 1398 89.8 1122 63.9 1398 627 1105 559 1398 78.9 10� 96 147.4 1229 151.5 1098 122.9 1229 127.8 1079 705.3 7229 111.2 1061 92.1 1229 98.9 89.6 1029 73.7 1229 824 61.4 1229 72.2 993 52.7 1229 65.9 977 46.7 1229 62.1 967 108 (n 103,5 971 105.8 877 86 3 971 89.0 862 74.0 971 77.2 849ff47.2786 fi8.4 E1.8 825 51.8 971 56.5 815 43.1 971 49.0 796 37.0 971 44.0 782 324 971 40.8 771 111 In 95.4 914 97.3 832 79.5 919 81.9 819 68.7 919 70.9 806 62.9 M4854 56.7 784 47.7 919 51,8 774 39.7 919 44.8 756 34.1 919 40.2 742 29.8 919 37.1 732 120 in 75.5 786 76.8 716 629 786 64.5 705 53.9 786 55.8 695 49.4 44.4 677 37.7 786 40.5 668 31.5 786 34.9 603 27.0 786 31.0 641 23.6 786 28.4 631 144 in 43.7 546 442 504 36.4 546 37.0 498 31.2 546 31.9 491 26.2 25.3 479 21.8 546 22.9 474 182 546 49.5 464 15.6 546 172 455 13.7 546 15.5 448 IAULt: 1Ltj L� 0 h O 111 2 J J Anchor Capacity Table (Ibs} 1A tY y Substrate: 27k Concrete m 3.5k Conc. Hodow CMU Filled CMU PT Wood Metal 1b Om W y16• Elco •� 0 1141 SS Fico 5+16" Elco 7/4" SS Elco 410 Steel #12 Steel #12 Std AnchorC[ip Patterns Anchor Type 9116 ElcoUttracon 114"ElccUkracon UlVacon 3116 EltolAtixM i14"EIcOUittacan AggreGator Ukracon AggreGaLor Screw(G5) Screen (G5) Strew (G5) 2-v2' V2-112" 3-118" t" 2 -Ura' 1" 2-112' 2' 3118" 2 0.48" 0.54 0.324" Edge Oistarfce Qny 1" •• co a W in EmbertnentQj 1.314' 1.44 • 1-SW 2' 1-1/4" 1-1hr 1-114" 1-1/4" 1-1J4` 1-114^ 2" 1-3f8" 1v'I8 V�t85, 2 Anti 0fs 4.75" Min O.C. / Standatl or OtaceR Clip fFig 1&2) 390 Ibs 390 lbs jFib�s 800 lbs 1644 IDs 270 lbs 280 lbs 354 Itrs 7401bs 374 Itrs 694 lbs 946 lbs 341 lbs 4421b5 560 Its 4 Anchors @ 2 68" Min. O.C_ I Standard (or Met) Clip (Fig3). 7d0 lbs 740 lbs 630 lbs 14851bc 1424 ftNIA s,0 560 lbs NIA f&5 fbs NIA 880 M WA 682 lb-- 885 ft 1120 Ibs 6 Anchors Q 1.71" Min O.G. I Standard (or 01%et)Clip (Flg. 4): 885 IDs 1050 758 lbs 194E lbs NIA NIA 705 It>s N/A 7991bs NIA WA NIA 1D22lbs 1327 lbs 1680 IDs 4 Arc hors @!r Min. O.C.1 (2) W Angie Clips / (flg q 780 Ibs 7 1b5 680 Ibs 1560 Ibs 1596 IDs o401W 560 lbs NIA 760 lbs 748 lbs am ft law t<s 6821bs 885 Its 1120 lbs 6Anc harS @ T Mitt. O.C,1(2) 2K5 Angle Clips J (Rg. 4 1170 bs 1170156 1020 lbs 2340 IDS 2844 bs Bt 1>S BdO lbs NIA 11� II>s 7 i221bs 1323 ills 2836 lbs 1(3221bs 1327 itr 1680 lbs 3 Arc hofs 1.34' MIn.O.C. / USI p, Into .125' Alum. (Fig. 7): N/A WA NIA WA WA NIA WA NIA WA NIA WA WA N/A WA 1073 6 Arc has Q 0.64" Min. O.C. I U4;rlp, into .125' Alum. (Eig. 8): N/AWA NIA WA NIA N/A WA NIA N/A N/A NIA WA NIA WA _21igts 2 Anchors Q 268" MIr1 0 -CJ F -CHP (Fig 9): 370 lbs 370 tbs 1 315 lbs 743 lbs 1 712 lbs NIA 260 lbs NIA 3481bs NIA 440. lbs WA 341 lbs 442 lbs 560 lbs 3Anchors @ 1.71' Mtn. O.C./ F -alp (Fig. 10y 443 Ibs 5251bs 379 lbs 1 973 Its NIA N/A 353 lbs NIA 3991bs N/A WA WA 1 511 Fos 664 lbs 840 kb NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THF SU DARO Cur' (ZD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: • 0 FIGURE 5: _�_ J* FIGURE 2: FIGURE 3: FIGURE 4: • • • r FIGURE 6: • r O • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X ( ANCHOR CAP.,,,",,,,,,,,=ANCHOR CAP.- MULUON CAP,, ) USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 15 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (FIGURES 5&6) (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 IN PAIRS, GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 410 & #12 ANCHORS INTO WOOD- MAY BE STEEL, 18-8 S.S. OR 410 S.S_ 4.000" 2'X 4' X .25' MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-Ho. 17-0630.01 Expiration Date 05/26/2021 By Miami-a06Miami-Da06 Product Control LICENSEO *q No.58705 P ST� Ofl A- Ll(IGN M10111 , P.E. FL P.E.# 58705 L� 0 h O 111 2 J J 1A tY y � m I - a 1b Om W }- •� 0 • • oe • 0 Z • p .•z•� • • Q S Z900 U9 • •• co a W in • o • (1) •• •y -i Y • 0 •ly- 111 •�• to = U X •d a a '00 s,0 O;� m� PRODUCT REVISED as complying with the Florida Building Code NOA-Ho. 17-0630.01 Expiration Date 05/26/2021 By Miami-a06Miami-Da06 Product Control LICENSEO *q No.58705 P ST� Ofl A- Ll(IGN M10111 , P.E. FL P.E.# 58705 I /AbLC l CA ® NO N - O r �' ~ Anchor Ca aci Table lbs W UV U - U Ch 0Y o W p� U Z Substrate: 2.7k Concrete 3.5k Conc. Lu Hollow -CMU Filled CMU PT Wood Metal U) Elco 114" SS Elco 511W Elco 114" SS Elco #10 Steel #12 Steel #12 Steel Anchor Type -5116" 3116' Elco Ulbacon 114" Elco Ultracon Ultracon 3/16" Elco Uttracon 1!4" Elco Ultracon Mullion Capacity Table (Ibafle AggreGator Screw (G5) Screw (105) Screw (G5) AnchorC6p Patterns M 1° 2-i I2° 3-118^ 1' 2-1/2" 1" 2-112" 2" 3418" 2" 0.48" 0.54" 0.324" Edge Distance (In)_ Embedment (in): 1" 1-3/4" 2.1/2" 1-3I4" i -3f4" 1-314" 2" 1-1/4" 1-114" 1-114" Opening Width (for vertically -spangling mt3Wons) or Opening Height (for horiz+onfally�spant ing mu1110rts) 1-114" 1-114" 2" 13/8" 1-3/8" varies 2 Anchors 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1 &2): 390 Ibs 390 lbs 450 lbs 890 lbs 1644 los 50 In 280 lbs 354 lbs 60 in 374 Ibs 664 Ibs 70 in 341 lbs 442 lbs 80 in 4 Anchors C 4.68" Min. O.C. t Standard (of Offset) Gip (Fig. 3): 780 lbs 90 in 900 The 1780 fbs 100 in 540 Ibs 560 lbs 120 in 1480 Ibs 748 lbs 140 in 1892 lbs 682 (be 160 in 1120 lbs 2 X 6 x.26 Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap7dang. Loading Rectangular Loading TFapftr(ang. Loading Rectangular Loading Trepffriang. Loading Rectangular Loading Trap/Trang. Loading Rectangular Loading Trapffriang. Loading Rectangular Loadng Ttap/Triang. Loading Rectangular Loading Trapfiriang. Loading Alum. Tube ■�, Mullion R Q (J O C �v a tWUp' U G 9 ¢�¢cK m Q U �r Vin Q U y O d U C 2 tj d 510 G U 9 � u 6 W U �� U Gd W U V L 7 •t•J P W UC 0 � - G a U G� W G U L 7 u Q c m � U d W _C C_ 5$ a_ V n� W G V 6 c W m Q W 52$_ ". 5 O WU_ t U C, a Q U $' _ Q `b' L •j C v 4 ... $ a d L W c ¢ a Q O �. '�' �G C. a r L' c atz 6 O� g �n •�C G� G t c d 1p O C z G� G1 G '� m' d �qp ,,U., C �+ a 8 1151 m LAW C ami Q U 2 M W M CM W V - Z U V N Q. l0 U d 0 0.0 m -a U 0 L 3 U C Q R 1¢ U _ W LIR W G U d V 3 A d W U^ c� 5 _ W (y G C7 L c m 'LUQ 1�qq U^ = I4 a VN N Ay G U c 42 in 170.0 620 170.0 435 170.0 744 174.0 478 170.0 86'8 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170,0 1983 170,0 521 N/A 481n 170.0 708 170.0 $24 170.0 850 170.0 584 170,0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170,0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 541n 170.0 797 170.0 612 170,0 956 170.0 691 170,0 1116 170.0 754 170.0 1275 170.0 803 179.0 1434 170.0 837 170.0 1594 170.6 856 170.0 1913 170.0 661 170.0 2231 170.0 861 1780 2550 170.0 881 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 995 170,0 1771 170,0 5033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 170.0 2833 170.0 1063 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2975 170.0 1171 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170,0 1558 170.0 1086 170-0 1753 170.0 1155 170.0 1948 170.0 1210 Vat) 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 178.0 1286 C 72 in 170.0 5063 170.0 878 170.0 7275 170.0 1009 170.0 1488 170.0 1126 170-D 1700 `170.0 1228 170.0 1913 170.0 t315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 1530 J 76 in 170.D 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170,4 1794 170.0 1322 170.0 2019 176-D 1421 170.0 2243 170.0 1545 170.0 2692 170.0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1705 E 781n 170.0 5151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170,0 2763 570.0 1700 170.0 3223 170.0 1777 170.0 3683 170.0 1796 901n 170.0 1328 170.0 1144 170.0 `1594 170.0 1328 170.0 1859 170-0 1498 170.0 2125 170.0 1553 170.4 2391 170.0 1793 170.0 26W 170.0 1918 170.0 3188 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.0 2361 96 in 170.0 1417 t70.0 1232 170.0 1703 170.0 1434 170.0 1983 170.0 1622 170.0 2257 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3199 170.0 2338 137.1 3199 168.6 2470 120.0 3199 158.1 2426 108 in 170.0 1594 170.0 1409 170.0 1913 170.0 1547 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2781 161.9 2333 123.6 2781 140.4 2281 105.9 2781 125.9 223E912.7 2781 116.0 2190 1111n 170.0 1638 170.0 1454 174.0 1966 170.0 1700 170.0 2293 170.0 1932 170.0 2021 170.0 2149 151.8 2632 162.3 2245 136.6 2632 148.4 2218 113.8 2632 126.4 2186115.1 212 2632 108.3 2098 120 in 170.0 1771 170.0 1586 170.0 2125 170.0 1859 t54.4 2252 159.9 1991 135.1 2252 141.4 1964 120.1 2252 1272 1938 108.1 2252 118.1 1915 90.1 2252 99.8 1872 77.2 2252 86.9 183 2252 81.4 1808 144 In 125.1 1564 12&.6 1445 104.3 1564 106.1 1425 89.4 1564 915 1407 78,2 1564 80,7 1390 69.5 1564 72.3 1373 62.6 1584 65.7 1358 52.11564 56.0 1330 44,7 1564 492 130 1564 44.4 1283 TABLE. 138 ® NO N - O r �' ~ Anchor Ca aci Table lbs W UV U - U Ch 0Y o W p� U Z Substrate: 2.7k Concrete 3.5k Conc. Lu Hollow -CMU Filled CMU PT Wood Metal U) Elco 114" SS Elco 511W Elco 114" SS Elco #10 Steel #12 Steel #12 Steel Anchor Type -5116" 3116' Elco Ulbacon 114" Elco Ultracon Ultracon 3/16" Elco Uttracon 1!4" Elco Ultracon AggreGator Macon AggreGator Screw (G5) Screw (105) Screw (G5) AnchorC6p Patterns M 1° 2-i I2° 3-118^ 1' 2-1/2" 1" 2-112" 2" 3418" 2" 0.48" 0.54" 0.324" Edge Distance (In)_ Embedment (in): 1" 1-3/4" 2.1/2" 1-3I4" i -3f4" 1-314" 2" 1-1/4" 1-114" 1-114" 1-11/4° 1-114" 1-114" 2" 13/8" 1-3/8" varies 2 Anchors 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1 &2): 390 Ibs 390 lbs 450 lbs 890 lbs 1644 los 270 Ibs 280 lbs 354 lbs 740 lbs 374 Ibs 664 Ibs 9461bs 341 lbs 442 lbs 500 lbs 4 Anchors C 4.68" Min. O.C. t Standard (of Offset) Gip (Fig. 3): 780 lbs 780 lbs 900 The 1780 fbs 3232 lbs 540 Ibs 560 lbs 708 lbs 1480 Ibs 748 lbs 1272 lbs 1892 lbs 682 (be 685 lbs 1120 lbs 8 Anchors @ 1-71" Mln. O.C. / Standard (or Offset) Clip (Fig. 451: 1180 lbs 1400 lbs 1010 lbs 2595 lbs WA WA 940 lbs N/A 1065 lbs NIA WA NIA 1363 lbs 1770 lbs 2240 lbs 4 Anchors @ 3" Min. O.C.1 (2) 20 Angia Clips / Fp. 5} 780 lbs 780 lbs 680 lbs 1560 lbs 1896 lbs 540 lbs W lbs N/A 760 lbs 748 lbs 880 M 1892 lbs 682 lbs 885 lbs, 1120 Ibs 8 Anchors @ 3" Min. O.C. 1(2) 2x5 Angie Clips I (Fig. 6): 1560 lbs 1560 lbs 1360 lbs 3120 lbs 3792 lbs 1060 tbs 1120 lbs N/A 1520 lbs 1496 Ibs 1760 111bs 3784 lbs 1363 Ibs 1770 lbs 2240 Ibs 12 Anchors @ 1-5" Min. O.C. I (2) 2x5 Angle Cups /(Fig. 7): 1660 lbs 2100 lbs 1440 lbs 3780 lbs WA WA 1320 Its WA 1500 lbs WA WA WA 2045 the 2654 Ibs 3360 lbs 4 Anchors C 1.34.' Min. O.C. / L1 -011p, into .125" Alum. (Fig. 8): WA WA WA WA WA WA WA WA WA WA WA WA N/A N/A 1430 The 8 Anchors @ 0.64` Min. O.C. / U -Gip, Into .125" Alum. (Fig. 9): WA WA WA WA WA WA NIA WA WA N/A WA WA N/A NIA 2861 lbs 2 Anchors @4.69 Min. O,CJ F Glp (Fig. t0) 390 lbs 3909% 450 lbs 890 lbs 1616 lbs 270 Ibs 280 lbs 354 lbs 740 tba 374 lbs 636 Its 946 The 341 lbs 442 lbs 560 lbs 4 Anchors @ 1.71" Min. O.CJ F -Gip ft. 11): 590 Ibs 700 Ibs 505 lbs 1298 lbs N/A. WA 470 Ibs WA 533 Ibs WA NIA NIA 682 Ibs 685 lbs 1120 !be NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS I rtt o lft'iUAKU ULM% FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: FIGURE 5: FIGURE 6: FIGURE 7: ANGLE • • • • s • • • CLIP (FIGURES • • • • • • • • 5-7) MUST BE • • • • • • • • USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP",) X ANCHOR CAP.,,m,,, ) =ANCHOR CAP. , MULLION. CAP._,,_. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILL CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATEI YELLOW SOUTHERN PINE WITH AN SG OF 0.55- ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF., THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE), STRUCTURAL STEEL' BE AT LEAST .125' THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1--- 2.000"---i 2' X 6" X .25" MULLION N ® NO N - O r �' ~ V a W W W UV U - U Ch 0Y o W p� U > Z 0 - O r �' ~ V a W W W Z I) Lu = U) O C=7 W C> M W •••Z •� >` T •••A" • (w `i • Z • ..C.0 ••N• 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By i �\�,�'� • LiGE7VSF' �� i No. 58705 _ SATE ✓ 1v�:� •.FcoRLDA.. A.tHNIN IM't hFA P.E. FL P.E.# 58705 TAt3Lt 14H Mullion Capacity Table IbsNe Opening Width (for vertically-sparinlrlg mullions) orOpening Height (forhorizorltally-spanning Mullions) 5o in 60 in 70 in 80 in 90 in 100 InrR 0 in 140 In 160 in Rectangular Trap'Triarg. Rectangular Traprrriang. Rectangular TraplTriarg. Rectangular Trap/Trlang, Rectangular TraplTriang. Rectangular Trap(Triang. TraprTriang. Rectangular Loading Trap+Triang. Rectangular Loading Loading Trap/Tfang. Loading 1.25" 2.11" Loading Loading Loading Loading Loading Loading Loading Loading Loading Load ng Loading Loading Loading U) X 2.125" Alum i o Al o Z, � v a Ti 2S a 45 D u _U C� U) W : a [- U • A Mull U LLI• .. R'� _? s .. z v`u cnA • �� _ a m� o ", c �- n n� a �� vitasTube �G �,.�•® o-� v v v o ti v o v .•.� •� _spm•• •••� •� v u u vti v�y �� c(�r �E 2 � oa N^• u �� ci u� r3 � �� v � t ° 0 C��€t h ••z ••:� L cC C t L �L q C 7 � _ .,- �•o (0 ioa :••� :� yr • o 0 .. .� Y teVV�, or • W � i X • U! C7 < 0 Q �0/t U 138.9 414 90.1 526 134.6 411 80.1 526 134.1 411 721 526 1341 41i 60.1 526 134.1 411 51.5 526 134.1 411 45.1 525 134.1 411 42 c1 1442 526 167.0 428 120.2 526 148 9 419 Joao 526 69.0 403 86.4 320 60A 403 81.4 317 53.7 403 79.1 315 48.3 403 78,6 314 40,3 403 78.5 314 34.5 403 78.6 314 30.2 403 78.6 314 48 n 96.6 403 108.0 333 80.5 403 94.7 325 58.8 362 71.9 289 51.5 362 67,2 286 45.7 362 64.6 284 41.2 362 63,6 283 34.3 362 63.5 283 29.4 362 63.5 283 25.7 362 63.5 283 50.625 In 82.3 362 91.0 301 68,6 362 79.3 294 48.5 318 57.7 256 A24 318 53.5 253 37.7 318 60.8 250 33.9 318 49.5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 318 49,1 248 54 in 67.6 318 74.1 267 56.5 318 64.2 261 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 258 32.2 201 15.5 258 32.2 201 C 601n 49.5 258 53.1 219 41.2 258 45.7 214 35.3 258 40.7 J 34.7 192 28 7 234 31.6 189 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 26.6 183 15.3 234 26.5 183 13.4 234 26.5 183 q in 427 234 45.6 200 35.6 234 39.1 795 30.5 234 66 in 372 213 39.4 183 31.0 213 33.7 179 26.5 213 29.a 176 23.2 213 27.0 173 20.6 213 25.1 170 18.6 213 23.7 169 15.5 213 22.2 167 13.3 213 220 166 11.6 213 220 166 72 in 28.6 155 23.9 179 25.6 152 20.4 179 22.5 149 17.9 179 20.3 147 15.9 179 18.7 14576 in 24.3 t1791 140 20,3 161 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 225 133 18.8 152 19.9 131 16.1 152 17.5 128 1 AnehorClip Pafbems St1i>;trate -- 2.7k Concrete I 3.5k COM. I notww %,mv 114'EicoUltraccn 5/16"E03/16"ElcoUltracon 1!4^EkoUitaccn vs SS AthorTYd 316"EkoUtracon Ultrac on I I A9gre( Edge Distant a (irY 1" 2-117 1" 2-1�It-r 3i/e^ 1^ 2 v2" 1" 2-112 Embedment(in} 13/4" tars 1�J4' 1�2' 1-114" 1-114" 1-1!s - 1 (2) a 5An9ie CIPS / (Fug. t) 780 lbs 7801bs 6eQ tos 1560 18 ws 340 lea 5So lbs NIA 713} 1D: #12 steel Strew (G5) TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 1: 3)M LLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS- 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE), STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-B S.S_ OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X ANCHOR CAP"-) -) _ ANCHOR CAP... `MULLION CAP.,,, TWI USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ID M Fllled CMU PT Wood 5116' Elco 1/4' SS Eko #10 Sted #12 Steel Ultraton AgereGator Screw (G5) Screw (05 3-118" 2' 0.48" > �� #12 steel Strew (G5) TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 1: 3)M LLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS- 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE), STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-B S.S_ OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X ANCHOR CAP"-) -) _ ANCHOR CAP... `MULLION CAP.,,, TWI USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ID M �1 U an to x 1 D L' x O W o V U_ PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By i Miami -Da j Product Control DY N/v i �tGEIVSIP _ * ; No, 58705 ;oo ATEm• !L A. NNMILER, P.E. FL P.E.# 58705 �1 U CO w > �� W O W w J J U) U) o W o F- Cr D U) C� U) W : a [- U • U LLI• Z yy 0- ••• Q .•.� •� _spm•• •••� •� Z) o • �� WQ • • c- h ••z ••:� N r :Qeco �•o (0 ioa :••� :� yr • o 0 .. .� Y • o N • W � i X • U! C7 < 0 �0/t U PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By i Miami -Da j Product Control DY N/v i �tGEIVSIP _ * ; No, 58705 ;oo ATEm• !L A. NNMILER, P.E. FL P.E.# 58705 TABLt 15A CO •W id a v p n�� U Q� W > Z o CL Mullion Capacity Table (IbsfW) OU L Anchor Cap Ity Table bs w J (/1 Substrate 2.7k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal Opening Width (forwertically-sparring mullions) or Opening Height (for horizonial"parlrurng mullions) �- • 5/16' Elco O 114" SS Elco 5116" Elco TW SS Elco #10 Steel #12 Steel 50 in • Antler Type: 60 in 114' Elco Uftracm Ultraoon 70 in Ultracon 114' Elco Uttracon 80 in Ultracon AggreGator 90 in Screw (G5) Anchor Clip Patterns 100 in 1` 120 in 3-116" 1` 140 In 1" 2-112" 2" 160 in T 3.25" 30 0.54" Trapireang- Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. loading Rectangular Loading Trapridang. Loadng Rectangular Loading Trap/Tdang- Loading Rectangular LoadingLoading TraplTriang. Rectangular Load ng Trap/Triang. Loading Rectangular Loading Trap/Tdang- Loafing Rectangular Loading 7twndang. loading DEG. AL MULLDGdQom0.6�RGLdCi 42 in F 170.D fiii 620 N 'LrG 170.0 z C V Q C Y QC 435 P G 170.0 U 'o 0 V V C Y Q 744 U C O 7 '2 G 174.0 U 1 C Y U e Y Q� 478 a U y �G 170.0 U u G a C d Q 0' 868 U_ O N _ Y �� G 170.0 �_ o U� L� tY 506 dY U O (y 1�nn i! G 170.0 a Y 'D 8 2 (L� V C, N Q� 992 m n U_ O� ,� 7� �G 170,0 W Y [L U� i- <� b' C W Q� 519 z a�_ a a U (_ � C j '2 G 170.0 a s U� s 7 CVS Qit' 1115 2 N n UC a 3 yl �G 170.0 o.. Y a .o U L o O' C, Q 4' 621 IC a U .�.. 3 I! ALO 170.0 s Y H n£ U� t 7 V C N Q 1240 17 a U C 7 y •G '�G 170.0 r m a `�' � t 521 Y a C O 7 ,p �'G 170.0 C o o. V� Lp 7 C W Q O.' 1488 2 R m O_ 7 ,� G 170.0 m a U� L 7 SC N 4 521 c O '2G 170.0 U 'O Z G r ¢� 1735 a 'asBAY ma_ c5tn 5 y �2G 170.0 " . U -Q V •Q C Y3 Ql1' 521 Za U 149.1 G ij.Fr ,� .ij 1740 3OG6U 170.0 521 NIA 1120 lbs 48 in 170.0 709 170.0 524 170.0 850 170.0 584 170.0 992 i70.D 630 170.0 1133 170.0 661 170.0 1275 t70.0 677 170.0 1417 170.0 660 152.2 1522 170.0 680 130.5 1522 170-0 680 114.2 1522 170.0 684 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170-0 747 164.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1443 170,0 756 102 6 1443 170.0 756 541n 170.0 797 170.0 612 170,0 956 170,0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 861 103.1 1353 170.0 861 90.2 1353 170.0 861 60 In 170.0 885 170.0 701 170,0 1063 170.0 797 167.0 1218 170.0 878 146.1 1218 170.0 944 129.9 1216 159.8 936 116.9 1218 152.1 924 97.4 1218 146.1 913 83.5 1218 146.1 813 73.1 1218 146.1 913 63 in 170-0 930 170.0 745 170.0 1116 170.0 850 150.2 1150 168.8 933 131.4 1150 153.0 914 116.8 1150 141.9 898 105-1 1150 1342 885 87.6 1150 126.7 871 75.1 1150 1262 870 65.7 1150 1262 870 t 66 in 170,0 974 170.0 789 152.4 1048 165.8 881 130.6 1048 146.6 864 114.3 1048 133.1 850 101.6 1048 123.4 839 91.4 1048 116.6 Sao 76.2 1048 109.4 821 65.3 1045 100.2 818 57.1 1045 108.2 818 C 72 in 140.8 SW 147.9 764 117.4 880 126.0 748 100.6 880 110,8 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 880 862 7D3 58.7 880 792 693 50,3 880 76 5 688 44.0 880 76.4 688 76 in 119.7 790 125.1 690 99.6 780 106.4 67fi 85.5 790 93-3 563 74.8 790 83.9 652 66.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65.1 624 42.8. 790 62.1 619 37.4 790 61.5 617 78 in 110.8 750 115.5 657 92.3 750 98.1 644 79.1 750 85.9 632 69.2 750 77.1 621 61.5 750 70.6 612 55.4 750 65 7 605 46.2 760 59.4 594 39.6 750 56.2 588 34.6 750 65.5 586 90 in 72.1 563 74.4 500 60.1 563 629 491 51.5 563 54.8 483 45.1 563 48.9 475 40.1 563 44.4 468 36.1 563 4Q9 462 30.0 563 35.2 452 25.8 563 33.3 445 22.5 563 31.8 442 96 in 59.4 495 61.1 443 49,5 495 51-5 435 424 495 44.8 427 37.1 495 39.9 421 33.D 495 36.1 415 29.7 495 332 409 24.6 495 29.1 400 21.2 495 26-6 394 18.6 495 25.0 390 108 in 41.7 391 42.6 353 34.8 391 35.9 348 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.9 391 17.8 315 111 in 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 16.0 370 18.1 305 1201n 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19,9 276 16.9 317 17.9 273 144 in 17.6 22017.8 203 TABLE156 CO •W id a v p n�� U Q� W > Z o CL LU OU L Anchor Cap Ity Table bs w J (/1 Substrate 2.7k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal L1J CA �- • 5/16' Elco O 114" SS Elco 5116" Elco TW SS Elco #10 Steel #12 Steel #12 Steel • Antler Type: 3/16" Elco Ultracon 114' Elco Uftracm Ultraoon 3116" Elco Ultracon 114' Elco Uttracon AggreGater Ultracon AggreGator Screw (GS) screw (GS) Screw (G5) Anchor Clip Patterns • uS 1` 2-1/2' 3-116" 1` 2-1/2" 1" 2-112" 2" 3-118" T 0.48" 0.54" 0.324" Edge Distance (ln): 1`1 2-1/2" Wz 837ca Embedment (Ink 1.3/4' 1-3/4" 1314" 1314" 2' 1-1/4" 1-1/4" 1-114" 1-114" 1-114' 1-114' 2" 1-318" 1-318" varies 2 Ancttom @ 5" Min. O.C. / (2) 2x5 Angle Clps I (Fig. 1k39 Ibs 390 Ibs 450 lbs 890 lbs 1700 be 270 [be 280 lbs 354 tbs 740 lbs 374 lbs 720 lbs 946 lbs 341 lbs 4421bs 560 fbs 4 Anchors 3.5" Mtn O.C. / (2) 2x5 Angie Cfps / (Fig. 2): T801bs 780 Ibs 790 Ibs 1670 [be 2525 Ibs 540 lbs 560 lbs NIA 1120 lbs 748 lbs 880 IDs 1892 lbs 682 lbs 885 lbs 1120 lbs 6 Anchors (P 2.71' Min. O.C. / (2) 2x5 Angle nips I (Fig. 3k 1120 lbs 1120 Ibs 958 Ibs 2246 Iba 2254 lbs NIA 8401bs N/A 1059 lbs N/A 1320 lbs N/A 1022 lbs 1327 Ibs 1680 lbs FIGURE 1: FIGURE 2: • • Ell FIGURE 3: e • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA_ (DP-.) X ( ANCHOR C_ANCHOR CAP. - `MULLION CAP.,,,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23- 125" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 3C LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ML THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 50" • U- r* • o CO •W id a v p n�� U Q� W > Z o CL LU OU L w J (/1 _0 L1J CA �- • •0 � O U) • • C!• (O • W •e •g LULi •. '• Z • z Q • uS J • to •. .� D, Wz 837ca N • ~ a m r� • U- r* • o CO •W R. r • 00 p CT7 U Q� M z CL a OU PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami-D.Mde Product Control 0t1I1I11// y1GENS * : No. 58705 ISTATE'01OIVB � ''4ORiDA. '•G��` A. LYIS ULLER, P.E. FL P -E.# 58705 1 fiC1LC ION Mullion Ca ac Table bse Anchor Capacity Table(lbs) Substrate: 2-7k Concrete 3.5k Conc. Holfow CMU Filled CMU PT Wood Metal Opening Width (for vertically -spanning mUriiens) or Opening Height (for horizordally-spanning mullions) 5/16" Eloa 114" SS Elco 5116" Etca 114" SS Elco #10 Sieel #12 Steel #12 Sted Anchor Clip Patterns 50 in 3116" Foca Ultracon 114' Elco UHraeon 60 in 3116" Elco Ultracon 70 in ABOreGaitor Ultracon 8o In Screw (GS) Screw (135) 1 90 in Edge Distance (in): t" 100 In 1` 2-i/2" 120 in 1" 2-112" 140 in 2' 3-118" 160 In 0.48' 325" 46 Rectangular Loading TraplTdang. Loading Rectangular Loading TtaplTriang. Loading Rectangular Loafing Tr*Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trapatiang. Loadng Rectanalar Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TrapMlang. Loading Rectangular Loadng Trap/Tdang. Loading DEG. AL BAY MULL m a V C N O a m m na Vv Q a m n U N rd G m m a Uv m Q rY m� U == N 7 !L G m m a m Uv m C Q i m a m U_ C A m w 4 G r�v p i L C m Q rY r m a R U G tY G v G a m y a m U`v a 6 L 5 G m Q :i" m a m U G N G 4^' 3 a S4 G z » m Uv p .0 C m Q d' m o. m U C 1V O v '' C m a o..o m c. Uv L 7 m Q �" Z, m c' a U C (1r C 9 G m o,V W Uv C _ C m Q s m 4 m U C - 7 "A s m a av m Uc Dp y V G m Q d' a m a m U G� C 7 m m o_a m G Uv C C GS m m a m U Q N �" 7 a m g a f�Jv C L GV NQ 2' z $ O 3 2`• G m Uro Q LL 2t U ..-. "� G 9 m a m Uv p L Q m a m U C �. is G a m m aA m Up L Q ff z zs m a U G• "�' G ,, m na U� Q e. m a U GQ G a a m Uv p® Q fr a U Cr. -O '2 G 2 c m Uv m C K U a U N - C ,� G a civ - 6&/ Q K N/A 1059 IbsWA 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170 0 521 48 in 170,0 708 170,0 524 170.0 850 170-0 584 170.0 992 170-D 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1477 170.0 680 163.7 1637 170-D 680 140.3 1637 170.0 680 122.8 1637 170.0 680 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.D 1046 170,0 684 170.0 1195 170.0 723 170.0 1345 170,0 747 170.0 1494 170.0 756 147.1 1552 170.0 756 126.1 1552 170.0 756 110.4 1552 170.0 755 54 in 170.0 797 170.0 612. 170,0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170,0 803 170.0 1434 170.0 637 155.2 1455 17a0 856 129.3 1455 •170.0 861 110.6 1455 170,0 861 97.0 1455 170.0 861 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 876 157.1 13D9 170.0 944 139.7 1309 170.0 996 125.7 1309 153.5 994 104.8 1309 157.1 982 89.8 1309 157.1 982 78.6 1309 157.1 982 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.0 940 142.5 1247 164.5 983 126.7 1247 1528 965 114.0 1247 144,3 952 95.0 1247 1382 936 81.4 1247 135.7 935 71.3 1247 135.7 935 t 66 in 170,0 974 170.0 789 170.0 1169 170-0 903 148,4 1190 163.7 965 129.9 1190 147.9 945 115.4 1190 136.5 928 103,9 1190 12&4 914 86.8 1190 119.5 896 742 1190 118.1 693 64.9 1190 118.1 893 C 72 in 161.5 1010 169.8 877 134.7 1010 144.6 859 115.4 1010 127.2 842 101.0 1010 114.7 828 89.6 1010 105.6 817 80.8 1010 98.8 807 87 3 1010 90.8 795 57,7 1010 87.8 790 50.5 1010 87.7 789 76 In 137.4 906 143.6A574 114.5 906 122.0 775 98.1 906 107.1 761 85.9 906 96.2 749 76.3 906 88.2 738 88.7 906 82.3 729 57.3 906 74.7 718 49.1 906 71.2 710 429 906 70.6 708 3 78 in 127.1 861 132.5105.9 861 112.5 738 90-B 861 98.6 725 79.4 861 88.5 713 70.6 861 81.0 703 63.6 861 75,4 894 53.0 861 68.1 661 45.4 861 64.5 875 39,7 861 63.7 672 90 in 82.7 646 85.4 68.9 646 72-1 564 59.1 646 629 51.7 646 56.1 545 46.0 648 50.9 537 41.4 646 47.0 530 34.5 646 41.5 519 29.5 646 38.2 511 25.9 646 36.5 507 86 in 68.2T568 70,1 56.8 568 59.1 499 48.7 58B 51.4 426 568 45.8 483 37.9 568 41.4 476 34-1 568 3&1 470 28.4 568 33.4 459 24.3 568 30,5 452 21.3 568 28.7 447 108 in 47.9 449 48.9 A05 39.9 449 412 399 34.2 449 35.7 29.9 449 31.7 367 25.6 449 28.6 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 449 20.4 361 15.0 449 16.9 356 111 in 44.1 425 45.0 385 36.8 425 37.9 379 31.5 425 372-8 ]373 27.6 425 29.1 367 24.5 425 26.2 362 22.1 425 24A 358 18.4 425 20.7 350 15.8 425 18.6 343 120 in 34.9 364 35.5 331 29.1 364 29.8 326 24.9 364 25.8 21.8 364 228 317 19,4 364 20.5 313 17.5 364 1Q7 309 144 in 20.2 253 2DA 233 16.8 253 17.1 230 i HtsLC -ItJl7 Anchor Capacity Table(lbs) Substrate: 2-7k Concrete 3.5k Conc. Holfow CMU Filled CMU PT Wood Metal 5/16" Eloa 114" SS Elco 5116" Etca 114" SS Elco #10 Sieel #12 Steel #12 Sted Anchor Clip Patterns Anchor Type: 3116" Foca Ultracon 114' Elco UHraeon Ultracon 3116" Elco Ultracon 1!4' Elco Ultracon ABOreGaitor Ultracon AggreGator Screw (GS) Screw (135) Screw (GS) Edge Distance (in): t" 2-1/2" 1` 2-i/2" 3-118" 1" 2-112" i" 2-112" 2' 3-118" 2" 0.48' 0.54" 0.324" Embedment (inj: 1-314' 1-314" 1-314" 1-314" T 4-114' 1-1/4" 1-114" 1-114' 1-1W 1-114" 2" 1-38" 1-318" varies 2 Anchors @ 5' Min O.C.1(2) 2x5 Angle gips ! (Fig. 1): 390 lbs 390 lbs 450 lbs 890 lbs 17001bs 270 lbs 280 Ibs 354 lbs 740 lbs ' 3741bs 720 Ibs 9461bs 341 lbs 442 lbs 560 lbs 4 Anchors @ 3.5" Min. O.C. ! (2) 2x5 Angle Clips / (Fp. 2j:780 lbs 780 ft 790 IN s 1670 lbs 2525 hs 540 Ihs 560 lbs WA 1120 lbs 748 lbs 880 lbs 1892 lbs 682 lbs 885 lbs 1 1120 lbs 8 Anchors @ 271' Min. O.C. / (2) 2x5 Angle Caps / (Fig. 3): 1120lbs 11201bs 958 Ibs 2246 lbs 1 2254 lbs I WA 840 lbs N/A 1059 IbsWA 1320 Jos NIA 1022 lbs 1327 lbs 1 1680 Itis FIGURE 1: • e FIGURE 2: FIGURE 3: ANGLE CUP (FIGURES 1-3) MUST BE USED 1N PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND -MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X ( ANCHOR CAP_-, _ANCHOR CAP.... `MULLION CAP.--) USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ��' m N 0 K m U J •• •U) fn Q O O PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration pate By % No.58705 TATE F /A s Oh11+VfLP.E. FL P.E.# 58705 5.500" 3125"- --� i CUT HERETO 375" . .375" _CREATE F -CLIP, SEE MIN. M IN r DETAIL F, SHEET 4 -------i I r-------- I A L�- - L-------- / STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". 5.500" .375" .375" I MIN. MIN. --------i I I I I I I I B I I I I I I I I I n I I L------ jj tl L ------- I 338" MIN. U -CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". -rA01 C 0 1'X 2.75"X _650" MULLION 6063-T6 ALUM, XSECTION 2.000" 2X5 ANGLE CLIP 6063-T6 ALUM. X -SECTION 125" 5.000" 375" MIN.--{ I r---------------------� ---------------------1 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16 F-- 1.250"--I -125' 3.188" x.265" f 1,25"X 3.188" X .265" MULLION 6063-T6 ALUM. X -SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW Mull Dimension (sheet#) Mullion Std. Clip PGT Part 0 Offset Clip U -Clip .125" -T 1" X 2" X.125' (5) 66605 666113M STANDARD CLIP 666243M 666511 M 1" X 2" X .375" (6) 2.000" 666114M 6W 119M 666244M 6063-T6 ALUM. X -SECTION 1" X 2.75" X.375" (7) 66607 1 j 2.125" U -CLIP 666245M 666513M 1" X 2.75" X.650" (8) 66608 666116M 6661121 M 666246M 666514M 6063-T6 ALUM. 66637M W61116M 6661114M 125" 666515M 1.25' X 3.188" X.266' (12) 66641M X -SECTION 222 666241 M 660516M 1.26" X 2.11" X. 125" (18) _125"J _740" F NIA 5.500" 3125"- --� i CUT HERETO 375" . .375" _CREATE F -CLIP, SEE MIN. M IN r DETAIL F, SHEET 4 -------i I r-------- I A L�- - L-------- / STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". 5.500" .375" .375" I MIN. MIN. --------i I I I I I I I B I I I I I I I I I n I I L------ jj tl L ------- I 338" MIN. U -CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". -rA01 C 0 1'X 2.75"X _650" MULLION 6063-T6 ALUM, XSECTION 2.000" 2X5 ANGLE CLIP 6063-T6 ALUM. X -SECTION 125" 5.000" 375" MIN.--{ I r---------------------� ---------------------1 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16 F-- 1.250"--I -125' 3.188" x.265" f 1,25"X 3.188" X .265" MULLION 6063-T6 ALUM. X -SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW Mull Dimension (sheet#) Mullion Std. Clip PGT Part 0 Offset Clip U -Clip Angle Clip 1" X 2" X.125' (5) 66605 666113M 66611 IBM 666243M 666511 M 1" X 2" X .375" (6) 666006 666114M 6W 119M 666244M 666512M 1" X 2.75" X.375" (7) 66607 666115M 6661120M 666245M 666513M 1" X 2.75" X.650" (8) 66608 666116M 6661121 M 666246M 666514M 1" X 3.125" X .500" (9) 66637M W61116M 6661114M 666242M 666515M 1.25' X 3.188" X.266' (12) 66641M 6661117M 6661113M 666241 M 660516M 1.26" X 2.11" X. 125" (18) 69370 NIA N/A NIA 666517M C OFFSET CLIP NOTES: 125" 6063-T6 ALUM. I TOPVIEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. i .740" ' ¢ 2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �01y1 x1.266" I 1 .125" 2.116" 125" .900" 1.26" X 2.11" X .125" MULLION 6063-T6 ALUM. X -SECTION Dimension Value (in) For Mullion: A 1.625 1" X 2" X. 125" Aluminum Tube Mullion B 2.654- C 0.895 D 0.740 A 1.125 1" X2" X.375" Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1" X 2.75" X 375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 1" X 2.75" X .650" Aluminum Tube Mullion B 3.000 C 0.476 D 6-a36 A 2000 1. X 3.125" X 500" Alum Tube Mull B 2,637 C 0.853 D 1.137 A 2.625 1-25" X 3.188" X.265" Alum Tube Mull B 3.262 C 0.862 D 1.762 A 1.813 1.26" x2.11' .121" Alum Tube Mull o U) C) in J W J LLJ .60 ••.0 d:E • 4 •� .z ••Ir •Q " n • ••zv Z ' N •Q � a � •••o •W N t=_7 Q } D- ELo U a d 3o = CO .moo •• ~ O•• UJ . .. 0 • • • Z Z ' • Q UJ z o S a p +� • m0 • ; CL a OZ PRODUCT REVISED as complying with the Florida Building Code NOA-N o. 17-0630.01 Expiration Date 05/26/2021 By �� Miam'b� Product Control �OC1Y LYNN LICENSI6. /�� _ * No. 58705 i- 0S TE E. FRPI # 58705 1.000" 4.000" 1"X4"X.125" t MULLION 6063-T6 ALUM. X -SECTION 4.00( 25" .125' ---j 1.000" f-- .062" .062" I .385" 1"X 4"X.375" MULLION 6063-T6 ALUM. X -SECTION 0" 125" X 3.26'X .100" 1-25"X 3.25"X.624" MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM. X -SECTION X -SECTION 1 30' BAY MULLION 6063-T6 ALUM. X -SECTION .228"-J �--.981"-i --1 .820" 1-- 1.25" X 3.94'X ,624" MULLION 6005-T5 ALUM. X -SECTION 45' BAY MULLION �•� 6063-T6 ALUM. X -SECTION .125" STANDARD CLIP 2.000" 6063-T6 ALUM. X -SECTION I I x.125" 740' F-125" rip I 2.125" U -CLIP { 6063-T6 ALUM. X -SECTION 125"3 5.500" CUT HERE TO 375" .375" 3.125"- --f CREATE F -CLIP, SEE MIN. - I- { j - DETAtL F, SHEET 4 1 I I I 1 I I I I 1 I I 1 1 I I I 1 I I I I 1 I I 2.875' - - - - I 1 I I I ! I I I 1 I I I I 1 I I 1 I I I I i I I L---------- .375" MIN. / I L _ �. STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6053-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". 1 I 3 I 1 I I I I I t I I t I I 3 I NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15,19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 7 .375' t I I I I I I I I I I I I I H I I 1 I I [ I I C, OFFSET CLIP 6063 -TB ALUM. TOPVIEW T- F 2.000" 2X5 ANGLE CLIP 6063-T6 ALUM. X -SECTION CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 11161. I 375" U -CLIP 6063-T6 ALUM. TOPVIEW TABLE C CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". Dimension Value (In) For Mullion' F 3.687 .125" Aluminum Tube Mullion G 1.000 H 2.680 1 3.000 F 3.187 1"X4"X .375" Aluminum Tube & "T' G 0.757 H 2.430 1 3.000 F 2.250 1.25" X 3.25" X A W' Aluminum G H ImTubeMuflbnl I rrn IN!A.i TABLE C. CONT. Dimension Value (in) For Mullion: F 1.938 1.25" X 3.25" X.624" Aluminum Tube Mullion G 0.500 H 1.438 1 3.250 F 2.625 1.26' X 3.94" X.624" Aluminum Tube Mullion G 1.125 H 1.500 1 3.250 F 2.613 30' Bay Mull F 2.875 45' Ba Mui! .125" m M N Ca � Std. Clip o U -Clip d TO L! I j ALUM. z c o 666241M W 1" X4' X.375" (11) off. w o U U-- -6f U N m ••• .1D MM' on • ••• •Z K L f f • 0 •••• •� •W .i W W 2 CO H s • 01 • �� 1 V ffZ � • 2X5 ANGLE CLIP Std. Clip o U -Clip d TO 6063-T6 ALUM. 6661122M 666241M W 1" X4' X.375" (11) CO TOPVIEW •ZC" 666242M 666519M 1" X 4' X.375' -r (11) 66653 _.375" • (-a O to • as complying with the Florida Mina..2 • cn • • • ••• .1D MM' on • ••• •Z K L f f • 0 •••• •� •W .i W W 2 CO H s • 01 • �� 1 V ffZ � • 2X5 ANGLE CLIP Std. Clip o U -Clip d TO 6063-T6 ALUM. 6661122M 666241M 666518M 1" X4' X.375" (11) 66610 TOPVIEW 6661123M 666242M 666519M 1" X 4' X.375' -r (11) 66653 666112M PRODUCT REVISED 666242M 666519M as complying with the Florida 20160120312 Building Code 6661124M NOA-No. 17-0630.01 6665115M Expiration Date 05%26/2021 wa 6661128M > By Mlami Dade roduct Control LU 20162 6661117M 6661126M 666241M 666517M D 66649 NIA N/A J 4 6665110M -IM 0 66650 z WA � w �1`1►I1111/1/ Mull Dimension (sheet #) Mullion Std. Clip PGT Part# Offset Clip U -Clip Angle Clip 1" X4" X.125" (10) 69364 666111M 6661122M 666241M 666518M 1" X4' X.375" (11) 66610 668112M 6661123M 666242M 666519M 1" X 4' X.375' -r (11) 66653 666112M 6661123M 666242M 666519M 1.25" X3,25' X.100" (13) 20160120312 6661127M 6661124M 6662410M 6665115M 1.25" X3.25' X.624" (14) 20161120315 6661128M 8661125M 6662411M 6665116M 1.25" X3.94' X.624" (15) 20162 6661117M 6661126M 666241M 666517M 30 Degree (19) 66649 NIA N/A NIA 6665110M -IM 45 Degree (20) 66650 NIA WA NIA 666511 0 /V t,4CENSF 4� IVo.58705 r O ST TE O ® ��Fs' ' 40RIOP ' a ONAL 'G d A. LYNN MILER, P.E. 0 FL P.E.# 58705 m N TABLE E ® n 4 PGT Part# Mull Dimension (sheet#) Mullion Std. Clip U -Clip Angle Clip 125" -� �--.125" --i �.-.125 zW a LL0 2" X 4" X .25" (16) 66602 666261 M 666271 M 6665112M o o ~> a 2" X 6" X .25" (_1 7) 66604 666262M 666272M 6665113M STANDARD CLIP I U -CLIP 2X5 ANGLE CLIP z cwi 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. Q LL 2.000" I X -SECTION 2.125" X -SECTION 2.000" X -SECTION in I NOTES: N 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125" 125" 125" 4 U o }- DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. > Z N LLJ 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE (--1 4g0^ -. LU O HOLE LOCATIONS. h-1.480" w 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, Q� 5.500' U o = CUT HERE TO 5.000" •375" (z7 W CD • • ~ 3.500" CREATE F CLIP, 375" MIN• i a • m Z ( • • W 2.000" .375+ � I _ SEE DETAIL F, � .375" � Fs 0 � • • O MIN. SHEET 4 MIN. • • • •g (n • • • Z -------- -- ---------- ----- .z W a a I •J •— 2 E ••orf� •D 4.000^ j I I j ••�••a J •• •w r• ' 3.438" + 3.438" i _i . • •� • -250" 2"X 4"X.25" 3.438" i I • :� ❑ MULLION I I i a• • o y0 6063-T6 ALUM. j I i I X -SECTION I -- I ----J rMIN. ' •• o :W Q m• o 0 -------� L----------------- a • — 41 �- L U) co STANDARD CLIP I 2X5 ANGLE CLIP U Q O O U -CLIP, 6063-T6 ALUM. Q CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. SED FOR 2" X 4" MULLION, SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-Tfi ALUM, rr - z (n (n 250" WITHIN THE DASHED BOUNDARY. SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY. SEE TOPVIEW a 5;.0 TO SHEETS 16-17 FOR THE ANCHOR O.C_ SHEETS 16-17 FOR THE ANCHOR O.C. O 5 DISTANCE. MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE_ MAXIMUM ANCHOR HOLE o W o � �"� DIAMETER: ANCHOR DIAMETER 1/1fi", WITHIN THE DASHED BOUNDARY. SEE DIAMETER: ANCHOR DIAMETER + 1l16". SHEETS 16-17 FOR THE ANCHOR O.C. PRODUCT REVISED 5.500" DISTANCE_ MAXIMUM ANCHOR HOLE B complying with the Florida CUT HERE TO DIAMETER: ANCHOR DIAMETER+ 1/16". Building Code 3.500" CREATE F -CLIP, 375„ 5.000" NOA-No. 17-0630.01 f— MIN, I SEE DETAIL F, -375" Expiration Dal 5/26/2021 MIN.-SHEET4 MIN. MIN. .375" By i ----- -- -------------� -- --------`--------------� Miamide Product Control I I I I I I I I I I i I I ! [ I I f I I I I I I I I I I I I I I I I I I 250" 6.040" Ce - - , - - 4.688' rt 5.438. - - - -� I I ► I r ► f I i 5.438" 5.438" I � i � � � ��•.• • L10ENg�'• J�l 2'X 6'X.25 MULLION I I I I 6063-T6 ALUM. ; I No. 58705 - X-SECTION.375" = _ ---------- MIN. ------ ---------- ------ A ------ ----J �0�, ST O f 4�i L- 2X5 ANGLE CLIP %�s ''•ZORIDI,. STANDARD CLIP U -CLIP .250" 6063 T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. i N TOP VIEW USED FOR 2" X 6" MULLION, SHEET 17 TOPVIEW� /41 MI E R� TOPVIEW A. LYih11fLL�R, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION 7 MU LEN NO ANCHORS W HEAD LLION� BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73"A5 PREVIOUSLYf • THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-318'. THE OPENING REQUIRES A • • 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32'+32+1"=65'. REFERENCING SHEET 25, THE COLUMN USING -SEE • •I SEE RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114" AND WILL MEET OR EXCEED THE REQUIRED,"' FENESTRATION F DETAILS, • PRODUCTS 2A SHEETS >Y APPROVAL\ \ U 23 2" FROM TABLE 3A, SHEET 7, THE 1"X 2.75"X.375- MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD p NOT BE SUITABLE FOR THIS APPLICATION. °- FROM TABLE 4A, SHEET 8, THE 1" X 2.75"X.650- MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE oz OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. GTH BY CV FOR THE HORIZONTAL MULLIONS: 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)#12 ANCHORS AND THE 2X5 co HEIGHT SEE U ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. z DETAILS, w N SHEETS 2-3 Q NO ANCHORS IN WINDOW SILL 32" _32'— !—MULL 32"I MULL WIDTH OPENING WIDTH EXAMPLE 2: MULTIPLE MULLIONS SEE DETAILS, MULL WIDTH- I r --/SHEETS 2-3 _ J THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0%60.0 PSF. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73"A5 PREVIOUSLYf • THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-318'. THE OPENING REQUIRES A • • 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32'+32+1"=65'. REFERENCING SHEET 25, THE COLUMN USING DESIGN PRESSURE OF +50.01-55.0 PSF. ' • • • •I ®o cY^v $ RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114" AND WILL MEET OR EXCEED THE REQUIRED,"' 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1•=105" AND THE OPENING WIDTH IS 36'+36"+1"=73". REFERENCING SHEET 25, • F THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL • • DESIGN PRESSURE OF +60.0t-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. 2A FROM TABLE 3A, SHEET 7, THE 1"X 2.75"X.375- MULLION (LENGTH = 106", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE !S +/-15.1 PSF >Y W U FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH =108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS zv " FROM TABLE 3A, SHEET 7, THE 1"X 2.75"X.375- MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD p NOT BE SUITABLE FOR THIS APPLICATION. °- FROM TABLE 4A, SHEET 8, THE 1" X 2.75"X.650- MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE oz OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. > BY CV FOR THE HORIZONTAL MULLIONS: 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)#12 ANCHORS AND THE 2X5 co HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X 4" X.250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER U ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. z MULLION TYPE COULD BE CHOSEN. 1 j THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+720+2"=106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE w N O 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72-7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, LL1 THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: i (60 PSF) X ( 636 LBS \ = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF • • • a'i FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 2 04 s 5 0 Uj w U J LL p c, n o a • •• •ir I S2 SEE SEE 32"LFENESTRATION BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73"A5 PREVIOUSLYf • THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-318'. THE OPENING REQUIRES A • • • DESIGN PRESSURE OF +50.01-55.0 PSF. ' • • • •I FOR THE VERTICAL MULLION: • • • ~ 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1•=105" AND THE OPENING WIDTH IS 36'+36"+1"=73". REFERENCING SHEET 25, • F THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL • • MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. • 2A FROM TABLE 3A, SHEET 7, THE 1"X 2.75"X.375- MULLION (LENGTH = 106", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE !S +/-15.1 PSF >Y AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH =108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q IZ FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 2 04 s 5 0 Uj w U J LL p c, n o a • •• •ir I S2 SEE SEE 32"LFENESTRATION BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73"A5 PREVIOUSLYf m onODUCTS sLL �L DETAILS, SHEETS ASSUMED. VERIFY THAT THE DESIGN PRESSURE 15 STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAINPROVAL REVISED 2A THE 73" DIMENSION 35-112"+35-112'+2"=73" .PRODUCT ( ) as complying with the Florida r -1 r- 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED THE 8% CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. Building Code NOA-No. 17-0630.01 I VERTICAL { I _jMULLION ` - ` `- J CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN USING THE STANDARD CLIP WITH (6) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND OLli Expiration bate 05/26/2021 LENGTH -SEE -SEE DETAILS, DETAIL E, THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. > BY $ OPENING SHEETS 2-4 SHEET 3 FOR THE HORIZONTAL MULLIONS: M Miami- de Product Control HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X 4" X.250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER W FOR HORIZ. MULLION MULLION TYPE COULD BE CHOSEN. 1 j THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+720+2"=106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .25(r MULLION (@ LENGTH = 42", OPENING HEIGHT =120") HAS A DESIGN PRESSURE OF +i-170.0 PSF WHICH EXCEEDS THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. Q REQUIREMENTS FOR THE SEE DETAILS, SHE 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH z WIDE. IF THE MULLION CLIP WERE TO BE (4) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED I I I I I I I �� N`l LYNN a0 , .. . , . H2-3 ANCHOR CAPACITY OF 521 LBS. r 38-, HORM 36 . HORIZ. MULL LENGTH Mutt LENGTH 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,.FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS_ THE 4 ? ��-' �1GENS� •. l� �9 OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A #12 STEEL SCREW, _ No. 58705 - FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: a ^ f; - +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; a � fY STATE +/-170-0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION (INTERSECTION). �3 .� '•• �(/� �i CSS, '•. 40RID;l THE LOWEST DESIGN PRESSURE IS +144.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. _ • G�=� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION '�S/ONAI PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN o A. LYfVtVIW9R, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. U FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: PW a a SGD IF LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j I I I I I I wwwwwwww,�wiww�. HINGED DOOR t� �t LOADING OF HORIZONTAL MULLION Ili 3' Y• s O 0000• • PW LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: PW a a SGD IF LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j I I I I I I wwwwwwww,�wiww�. HINGED DOOR t� �t LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Li 3' Y• s O 0000• • PW CONFIGURATIONS NOT SHOWN LJo MAY BE EXTRAPOLATED FROM ' a a •o �•�< a,••• : �'-CENSF <<� SGD r • 0000• • 0 • 3�JFAI It O� ' •� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION ' Li 3' Y• s O 0000• • •H CONFIGURATIONS NOT SHOWN LJo MAY BE EXTRAPOLATED FROM ' �Z 0000 •o �•�< a,••• : �'-CENSF <<� 3) SEE PRODUCTS' APPROVAL FOR r • 0000• • 0 • 3�JFAI It O� ' •� 0000• 2 4W r Q LL z o csi U O j.> 60 ••••• PW W Fz � Z �_ • U. N Q O y O U < ❑ Z O m LD S I— z nN � 605,0 W SH1DH O W W 0 P O 0) �� tr a W� as complying with the Florida Building Code �o z c� UU Expiration Date 05/26/2021 H MULLION Miarffi-D,2de Product Control a C17 C°• W • • 0 • .. . • . z • • • •� Q 0000• .. •- . z 0 z z do LOADING OF VERTICAL MULLION ' 1) DRAWINGS ARE 3' Y• s O 0000• • •H CONFIGURATIONS NOT SHOWN LJo MAY BE EXTRAPOLATED FROM ' �Z 0000 •o �•�< a,••• : �'-CENSF <<� 3) SEE PRODUCTS' APPROVAL FOR r • 0000• • 0 • 3�JFAI It O� ' •� 0000• �; A. LY'Nh11h4ib1d 4, P.E. z o '. • d.� j.> 60 ••••• PW Z �_ • 0000 Q O < Z O EL ga � 605,0 (1)n} SH1DH O P O 0) �� tr a PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 LOADING OF HORIZONTAL By MULLION Miarffi-D,2de Product Control NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE ��o ON�( ILYNJV �` `� .• �/ RECTANGULAR LOADING. : �'-CENSF <<� 3) SEE PRODUCTS' APPROVAL FOR No. 58705 = - ACTUAL ANCHOR LOCATIONS. 3�JFAI It O� ' ONAL 'e �; A. LY'Nh11h4ib1d 4, P.E. FL P.E.# 58705 GENERAL NOTES: SERIES PW7720A IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED A - 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X 2-5 ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL 2-5 BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. t WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF _ THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" MAX. INSTALLATION, INT. FIN B...........9 O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 10 DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. 7/16" Lami (3/16" HS -.090' SG - 3/16" HS) NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE - FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL 4 SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 1-1/16" Lami. IG (3/16"T - 7/16" Air -3/16" HS -.090" SG - 3/16" HS) INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE - SCOPE OF THESE INSTRUCTIONS. 1 1 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION - WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS J CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY T OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-1/2" MAX IMPOSED ON THEM BY THE WINDOW. p 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 & 18-7763; ELCC ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIES. CODES / STANDARDS USED •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 •AISC 360-10 THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. 49" TIP -TO -TIP WIDTH 48" BUCK WIDTH - 45-1/4" VISIBLE LIGHT WIDTH �� —8. SHEET 6 - 1 A 6-1/2" MAX 96" BUCK HEIGHT / 93-1/4" VISIBLE LIGHT / HEIGHT I C - SHEET 7 j L 1 _ 12" MAX. O.C. 97" TIP -TO TIP HEIGHT I �- B -- j ►— 12" MAX. O.C. 6„ MAX. J TYP. FLANGED FRAME FI F\/ATInKl GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS ....................... 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A...........8 1-1/16" Lami. IG (3/16"T- 7/16" Air - 3/16" HS - .090" PVB - 3/16" HS) INSTALLATION, INT. FIN B...........9 5 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES................10 7/16" Lami (3/16" HS -.090' SG - 3/16" HS) PARTS LIST...................................10 7 TABLE 1: FIGURE 1: 12" O.C. MAX. 12" O.C. MAX. / 6" MAX. Type Description Sheet 1 7/16" Lami (3/16" An -.090" PVB - 3/16" HS) 2 2 7/16" Lami (3/16" HS - .090" PVB - 306" HS) 3 3 1-1/16" Lami. IG (3/16"T - 7/16" Air - 3/16" An - .090" PVB - 3116" HS) 2 4 1-1/16" Lami. IG (3/16"T- 7/16" Air - 3/16" HS - .090" PVB - 3/16" HS) 3 5 7/16" Lami (3/16" An - .090" SG - 3116" An) 4 6 7/16" Lami (3/16" HS -.090' SG - 3/16" HS) 5 7 1-1/16" Lami. IG (3/16"T - 7/16" Air - 3/16" An -.090" SG - 3116" An) 4 8 1-1/16" Lami. IG (3/16"T - 7/16" Air -3/16" HS -.090" SG - 3/16" HS) 5 DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2-5 LARGE & SMALL MISSILE IMPACT RESISTANCE 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH 6" MAX. D, SHEET 7 E,SHEET8 C 96" G, SHEET 9 BUCK L HEIGHT i 93-1/4" VISIBLE / LIGHT HEIGHT 5" MAX. O.C. D 12" MAX. O.C. 2" MAX. TYP. EQUAL -LEG FRAME GI C\/ATInAI "SG" = "KURARAY SENTRYGLASw INTERLAYER" BY KURARAY AMERICA, INC. "PVB" = "KURARAY TROSIFOL® PVB INTERLAYER" BY KURARAY AMERICA, INC. 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH H. SHEET 2 MAX E, G 93-1/4" VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT iF H _� I_ 5" MAX. O.C. TYP. FIN FRAME ELEVATION SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. �-- WIDTH-{ -- WIDTH { f -- WIDTH --i {�" WIDTH --i TI---- -- T -- r T0—— =1 1 I �I i� w l W w it 1T 1i� �1 �-WIDTH WIDTH �{ LU �/ w WIDTH WIDTH y{ w y' w WIDTH y{ T0—— � WIDTH -d PRODUCT REVISED as complying with the Florida Building Code tg�o43d• Aaeeptmiee Fln Expiretior Da.e��% JR - 03/16/18 - UPQ"D VAJUE,%AND SIEF§ f.OR • • .e GLWTjPES 5-8 • • F. v SENF� JJAME C*V4 TO 77JQJfJRPM720.•• • '• _ * N0. 58705 ct %0 ST TE F 46Z "4ORIOP.•' /// ZONAL '///IIIIIII� A. LYNN MILLER, P.E. P.E.# 58705 • • • a• .. .. ( �• �r na LU } � 0 •O 'C• •)ve ,• O�••• �w Lr_ JC7 a:W 49 O .j o a v) .". Z LL (0 � m J uMo�� U W o ®x U p W 00 ~ � a Z ON j c� 9Ma a 00 ZO Z O rn 00 _o F_ Q > LL O J W Q J rn U) W 06 laa4S ® rn Z H O H O Z Q C) Z aIoDS O < Z 0 F -: p W � 0 X W LL0 11 mall asap sauaS _ * N0. 58705 ct %0 ST TE F 46Z "4ORIOP.•' /// ZONAL '///IIIIIII� A. LYNN MILLER, P.E. P.E.# 58705 • • • TABLE 2: 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FI AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT A ILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLES WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 TABLE 3: • a• •••••• ti W • • i Window Design Pressure (+/-, psf) for Glass Type 1 •• 'na � •• •• ••�• C, ofv O Long Side, Ti b Tip in (in) 40 • o= L' O 68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 110-1/2 31 +/-80 +/-80 +/-80 +/-80 +l-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.8 +/-79.4 +/-80 37 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +l-79.7 +/-77.2 +/-75.1 +/-73.4 +/-72.2 +/-80 39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-78.1 +1-75.2 +/-72.5 +/-70.3 +/-68.5 +/-66.3 +/-74.3 41 +/-80 +/-80 +/-80 +/-79.8 +/-77.2 +/-74.3 +/-71.3 +/-67.9 +/-65.1 +/-63.4 +/-61.6 ' 43 +/-80 +/-80 +/-80 +/-77.4 +/-74.3 +/-71.3 +/-68.2 +1-64.7 +/-61.6 +/-59.8 +1-58.2 n F 45 +/-80 +/-80 +/-78.9 +/-75.4 +/-72.1 +/-68.9 +/-65.6 +/-62.2 +/-59.7 +/-57.5 +/-63.9 B 47 +/-80 +/-80 +/-77.2 +/-73.6 +/-70.1 +/-66.8 +/-63.5 +1-60.3 +1-57.7 +/-65.1 F- 49 +/-80 +/-79.3 +/-75.6 +/-71.9 +/-68.3 +/-64.9 +/-61.5 +/-58.2 +/-65.8 m' 51 +/-80 +/-77.5 +/-74.1 +/-70.3 1 +/-66.7 +/-63.1 +/-59.7 +/-67.5 F 53 +/_79.1 +1-75.6 +/-72.4 +/-68.8 +/-65.1 +/-61.5 +/-73.5 +/-69.5 55 +l-77.4 +1-73.8 +/-70.5 +/-67.3 +/-63.5 +/-76 +1-71.8 57 +/-75.8 +/-72 +/-68.6 /-65.3 +/-77.5 +/-73.8 59 +/-74.2 +1-70.3 +/-66.8 +/-79.4 +/-75.4 61 +/-72.7 +/-68.7 +1-65 +1-77.6 +/-73.5 63 +/-71.2 +/-67.1 +/-80 +/-75.8 65 +/-69.7 +/-65.5 +/-78.8 +/-74 67 +/-68.3 67 +/-77.2 68-7/8 +/-67 68-7/8 +/-74.9 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FI AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT A ILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLES WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 TABLE 3: 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS EXTERIOR 11 U u �+ 20 GLASS TYPE 1 .090" PVB INTERLAYER 6" HEAT STRENGTHENED GLASS N 5/8 Imo- LONG SIDE GLASS BITE SHORT SIDE / 13 LONG SIDE -•-I SHORT SIDE t TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 3/16" HEAT 3/16" TEMPERED GLASS STRENGTHENED GLASS 3/16" ANNEALED GLASS 7/16" AIR SPACE EXTERIOR a GLASS TYPE 3 .090" PVB INTERLAYER 5/8" GLASS BITE SHORT I - SIDE f SIDE SHORT (- SIDE t� • a• •••••• ti W • • i Window Design Pressure (+/-, psf) for Glass Type 3 •• 'na � •• •• ••�• C, ofv O Long Side. Ti to Tip (in) 40 • o= L' O U) 68-7/8 73 77 81 85 89 1 93 97 101 105 110-1/2 31 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 �O a 33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 (n 37 +/-80 +/-80 +/-80 +/-80 +/-80 +l-80 +/-80 +/-80 +/-80 +/-80 +/-80 o 39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.4 +/-76.4 +/-74.3 41 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-76.7 +/-73.5 +/-70.9 +/-69 - 43 +l-80 +/-80 +/-80 +/-SO +/-80 +/-80 +/-77 +/-73.1 +/-69.6 +1-66.9 +/-65.2 CL F-45 +l-80 +/-80 +/-80 +/-80 +/-80 +/-77.8 +/-74.1. +/-70.3 +/-67.5 +/-63.9 47 +/-80 +/-80 +/-80 +/-80 +/-79.2 +/-75.4 +/-71.7 +/-68.1 +/-65.1 4=- 49 +/-80 +/-80 +/-80 +/_80 +/-77.2 +1-73.3 +/-69.5 +/-65.8 ro 51 +/-80 +/-80 +/_80 +/-79.4 +/-75.3 +/-71.3 +/-67.5 �n 53 +/-80 +/-80 +/-80 +/-77.7 +/-73.5 +/-69.5 ra 55 +/-80 +/-80 +/-79.6 +/-76 +1-71.8 t 57 +/-80 +/-80 +/-77.5 +/-73.8 59 +/-80 +/-79.4 +/-75.4 61 +/-80 +1-77.6 +/-73.5 63 +/-80 +/-75.8 65 +/-78.8 +/-74 67 +/-77.2 68-7/8 +/-74.9 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS EXTERIOR 11 U u �+ 20 GLASS TYPE 1 .090" PVB INTERLAYER 6" HEAT STRENGTHENED GLASS N 5/8 Imo- LONG SIDE GLASS BITE SHORT SIDE / 13 LONG SIDE -•-I SHORT SIDE t TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 3/16" HEAT 3/16" TEMPERED GLASS STRENGTHENED GLASS 3/16" ANNEALED GLASS 7/16" AIR SPACE EXTERIOR a GLASS TYPE 3 .090" PVB INTERLAYER 5/8" GLASS BITE SHORT I - SIDE f SIDE SHORT (- SIDE t� \% %%I11111jj // " \%%%I11111///// * No. 58705 * _ ZIO17jr::ST CC7� �GORIOP` •' N 10NAL �//lllllll\\ A. LYNN MILLER, P.E. P.E.# 58705 • a• •••••• ti W • • i �••Y •• 'na � •• •• ••�• C, ofv O � 40 • o= L' O U) • • z Q moi • • F w C7 0� W C•!I ht• J 0 O J O d U) K cg Z LL to _ UMOJQ O C W N U W W 00 Z= Q -,ON O W .--. C7 (� JMa O �O a O Z 0 " g J W m Q o N Q H Iaa4S U) W ® N Z Of (n Z Q Z_ of aloos a O d. Z o U U W X W LL D 0- \% %%I11111jj // " \%%%I11111///// * No. 58705 * _ ZIO17jr::ST CC7� �GORIOP` •' N 10NAL �//lllllll\\ A. LYNN MILLER, P.E. P.E.# 58705 TARI F d - 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 3116" HEAT STRENGTHENED GLASS EXTERIOR a 1-1/16" NOM. GLASS STACK •' TABLE DIMENSIONS MAY BE 7/16" LAMINATED ORIENTED VERTICALLY OR W ••:••: z �• Y •• GLASS STACK HORIZONTALLY AS SHOWN. Window Design Pressure (+/-, psf) for Glass Types 2 & 4 090" PVB INTERLAYER 3/16" TEMPERED GLASS 000000 W p• • •�o 3116" HEAT STRENGTHENED GLASS LONG SIDE 3/16" HEAT • �> o 3/16" HEAT STRENGTHENED GLASS �-� LONG SIDE a' p STRENGTHENED GLASS 7/16" AIR SPACE • O • • ? U) 2 .090" PVB INTERLAYER / (n Long Side, Ti to Ti in SIDE SHORT E7 �8 UMOJG p J F (D 5 Z x SS HORDET 68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 113 117 121 125 129 133 137 141 145 Z o 31 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 Of 33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 37 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 c 41 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 43 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 -- 45 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 2 47 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 °- 49 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 51 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 05 53 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.1 = 55 +/-80 +/-80 +/-80 +/-80 +/-78.6 U) 57 +/-80 +/-80 +/-80 +/-79.1 59 +/-80 +/-80 +/-80 61 +/-80 +/-80 +/-79.3 63 +/-80 +/-80 65 +/-80 +/-80 67 +/-80 68-7/8 +/-80 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 3116" HEAT STRENGTHENED GLASS EXTERIOR a 1-1/16" NOM. GLASS STACK •' TABLE DIMENSIONS MAY BE 7/16" LAMINATED ORIENTED VERTICALLY OR W ••:••: z �• Y •• GLASS STACK HORIZONTALLY AS SHOWN. > •• •• 090" PVB INTERLAYER 3/16" TEMPERED GLASS 000000 W p• • •�o 3116" HEAT STRENGTHENED GLASS LONG SIDE 3/16" HEAT • �> o 3/16" HEAT STRENGTHENED GLASS �-� LONG SIDE a' p STRENGTHENED GLASS 7/16" AIR SPACE • O • • ? U) 2 .090" PVB INTERLAYER / (n 11 SIDE SHORT E7 �8 UMOJG p J F (D 5 Z x SS HORDET 5/8" = W rNLD U U o ©� 5/8" I� GLASS BITE GLASS BITE C7 C)it GLASS TYPE 2 EXTERIOR a GLASS TYPE 4 �— LONG SIDE --- SHORT SIDE t LONG SIDE SHORT SIDE ;PRODUCT REVISED a; complyi rig witli the RcM3 Building Code Accenative N10 b F-xDim, idm Date \`Ill lllfl/1// ��•�` ANY LYNN �ICENS�' _ No. 58705 0tATF (C7�. i��s ' •.'cC ORIDP. • •' G��` 1 � /,A. LYNN ULLER, P.E. P.E.# 58705 •' d' W ••:••: z �• Y •• > •• •• 000000 W p• • •�o • O • �> o 0 •Q a' p so 7 8 • O • • ? U) 2 (V lt• (n O a �8 UMOJG p J F (D •a• Z x J = W rNLD U U o ©� W 0 F-- Z 00 = Q ON C7 C)it (7 JMO o p 04 Z o U J J W m Q LL 0 M Q � 2aa4s rn U) W ® N Z Of 04 0 ::) U) (f) Z QW ajDJS LL Z_ a o Z U L U W W e X s LL o a aq!1 •�s-LO sa��as \`Ill lllfl/1// ��•�` ANY LYNN �ICENS�' _ No. 58705 0tATF (C7�. i��s ' •.'cC ORIDP. • •' G��` 1 � /,A. LYNN ULLER, P.E. P.E.# 58705 TABLE 5: 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6: L11 • • z�• Window Design Pressure (+/-, psf) for Glass Type 5 �a• **see* �• '�t O p. • . Fo y W U) �� o � Long Side, Tip to Ti in 0 • • zN M 0 • • WW 68.7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-112 110-1/2 37 +90/-130 +90/-127.5 +90/-123.5 +90/-121.7 +901-119.8 +90/-116.5 +90/-113.5 +90/-111 +90/-108.5 +901-106.3 +90/-104.5 +90/-104.5 +90/-104.5 +90/-130 39 +90/-126.1 +90/-120 +90/-114.5 +90/-112.9 +90/-111 +901-107.5 +90/-104.5 +90/-101.7 +90l-99.5 +90/-97.7 +90/-96.1 +90/-94.6 +901-94.1 +901-130 41 +90/-120.1 +901-113.5 +901-107.3 +90/-105.2 +90/-103 +901-100.5 +90/-97.8 +90/-94.9 +901-92 +/-89.6 +/-88 +/-86.5 +/-86 +901-130 43 +90/-114.4 +90/-107.5 +90/-102.5 +90/-100.7 +90/-98.6 +90/-95.2 +90/-92.2 +/-89.1 +/-85.8 +/-83 +/-81.4 +/-80.4 +/-80.1 +90/-118.1 45 +90/-108.7 +90/-102.5 +90/-98.8 +90/-97.1 +90/-94.9 +90/-91 +/-87.3 +/-84,1 +/-81.7 +/-79.7 +/-77.8 +/-76.1 +/-75.6 c 47 +90/-104.4 +90/-99.8 +90/-95.7 +90/-93.9 +90/-91.6 +/-87.5 +/-83.6 +/-81 +/-78.9 +/-76.7 +/-74.7 +/-72.7 1 +/-72 a 49 +90/-101.1 +90/-97 +90/-92.8 +901-90.9 +/-88.5 +/-84.3 +1-81.2 +/-78.5 +/-76.1 +/-73.9 +1-71.7 +/-69.6 +/-68.9 i= 51 +90/-98.1 +90/-94.1 +90(-90.1 +/_88.2 +/-85.7 +/-82 +/-79.1 +/-76.3 +/-73.6 +/_71.2 +/-68.9 +/-66.8 +/-65.9 0 53 +90/-95.3 +90/-91.1 +/-87.4 +/-85.6 +/-83.3 +/-80 +/-77 +/-74.1 +/-71.3 +/-68.7 +/-66.3 +1-64 +/-63.2 C' P 55 +90/-92.5 +/-88.2 +/-84.3 +/-82.9 +/-81.4 +/-78.1 +/-74.9 +/-71.9 +/-69.1 +/-66.4 +1-63.9 +/-61.8 +/-61.2 di 57 +/-89.8 +/-85.3 +1-81.8 +/-80.6 +/-79 +/-76.2 +/-73 +/-69.9 +/-66.9 +/-64.1 +/.61.9 +/-60.1 +/-75.4 +1-74.5 59 +/-87.1 +1-82.8 +/-79.7 +/-78.4 +/-76.8 +1-74 +/-71.1 +/-67.9 +/-64.B +/-62.2 +/-60.3 +/-74.9 +/-72.3 t 61 +/-84.6 +/-80.8 +/-77.6 +/-76.2 +/-74.6 +/-71.7 +/.69 +/-65.9 +/-62.8 +/-60.8 +1-75.1 +/-72.2 +/-69.8 r 63 +/-82.5 +1-78.9 +/-74.6 +/-73.2 +/-71.4 +/-68.4 +/.65.5 +1-62.9 +/-60.9 +/.75.6 +/-72.5 +/-69.9 +/-67.9 65 +/-80.7 +/-77 +/-73.6 +/-72.2 +/-70.4 +1-67.3 +/-64.4 +/.62 +/-76.7 +/-73.3 +/-70.3 +/-68.2 67 +/-79 +1-75.3 +/-71.7 +/-70.2 +/-68.4 +/-65.2 +/-62.4 +/-77.9 +/-74.5 +/-71 +/-68.7 68-7/8 +/-77.3 +/-73.6 +/-70 +/-68.5 +/-66.6 +/-63.3 +/-61.1 +/-74 +/-71 +/.68.8 73 +/-73.6 +/-70.2 +/-66.5 +/-64.8 +/-62.9 +/-60.5 +/-76.1 +/-72.8 +/-70 77 +/-70 +/-66.5 +/-63.2 +/-61.9 +/-79.4 +/-77.3 +/-73.7 +/-70.5 78-3/4 +/-68.5 +1-64.8 +/-61.9 +/-60.9 +/-77.4 +/-75.2 +/-71.6 +1-69 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6: 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 090" SG INTERLAYER 6" ANNEALED GLASS 3/16" ANNEALED GLASS EXTERIOR a 1 I-�- LONG SIDE SHORT SIDE -- LONG SIDE -� SHORT SIDE t TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 7116" LAMINATED GLASS STACK Tr\ 3/16" TEMPERED GLASS 7/16" AIR SPACE EXTERIOR a GLASS TYPE 7 16" ANNEALED GLASS 3/16" ANNEALED GLASS .090" SG INTERLAYER 5/8" GLASS BITE �j JI SHORT �l SIDE LONG SIDE SHORT 1 SIDE f PRODUCT REVISED as cftr4Ayiag with s3�s Florsla Ac �� 18.6431 Expim ion D•=ce JR - 03/16/18 - UPDATED V4UES.AND SKIES" • • 0 ••rr•- L11 • • z�• Window Design Pressure (+/-, psf) for Glass Type 7 �a• **see* �• '�t O p. • . Fo y W U) �� o � .O Long Side (in) 0 • • zN M 0 • • WW 68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 0 31 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 Z 0 33 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 W 35 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 37 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-128.3 +901-125.4 +90/-122.6 +90/-120.1 +90/-118.1 +90/-118.1 +90/-118.1 V 39 +90/-130 +90/-130 +901-129.4 +90/-127.5 +901-125.4 +90/-121.5 +90/-118.1 +901-114.9 +90/-112.5 +90/-110.4 +90/-108.6 +901-106.9 +90/-106.3 sauas 41 +901-130 +901-128.3 +90/-121.2 +90/-118.9 +90/-116.4 +90/-113.6 +90/-110.5 +90/-107.2 +90/-103.9 +90/-101.3 +901-99.4 +90/-97.7 +90/-97.1 43 +901-129.3 +90/-121.5 +90/-115.8 +90/-113.6 +90/-111.4 +90/-107.5 +90/-104.2 +901-100.6 +90/-97 +90/-93.8 +901-92 +901-90.9 +90/-90.5 45 +901-122.9 +90/-115.8 +90/-111.6 +90/-109.7 +901-107.3 +90/-102.8 +90/-98.7 +90/-95 +90/-92.3 +901-90.1 +/-87.9 +80/-85.9 +80/-85.4 47 +90/-118 +90/-112.7 +901-108.1 +90/-106.1 +901-103.5 +90/-98.8 +901-94.4 +90/-91.5 +/-89.1 +/-86.7 +801-84.4 +80/-82.1 +80/-81.3 -8- S 49 +90/-114.2 +90/-109.6 +90/-104.8 +90/-102.7 +90/-100 +90/-95.3 +90/-91.8 +/-88.7 +/-86 +80/-83.5 +80/-81 +/-78.7 +1 -77 1 -778v d) 51 +901-110.9 +90/-106.3 +90/-101.8 +901-99.6 +90/-96.9 +90/-92.7 +/-89.3 +/-86.2 +80/-83.2 +80/-80.5 +/-77.9 +/-75.4 +1-74.5 rn 53 +90/-107.7 +901-102.9 +90/-98.7 +901-96.7 +90/-94.1 +901-90.4 +/-87 +B0/-83.7 +801-80.6 +/-77.7 +/-74.9 +/-72.3 +1-71.4 55 +90/-104.5 +90/-99.6 +90/-95.3 +901-93.7 +901-91.9 +1-88.3 +80/-84.6 +80/-81.3 +/-78.1 +1-75.1 +/-72.2 +/-69.8 +/-69.1 U) 57 +901-101.5 +90/-96.4 +90/-92.5 +901-91 +1-89.3 +80/-86.1 +801-82.4 +/-78.9 +/.75.6 +/-72.5 +/-69.9 +/-67.9 59 +90/-98.5 +90/-93.5 +1-90 +/-88.5 +80/-86.8 +80/-83.6 +80/-80.3 +/-76.7 +/-73.3 +/-70.3 +/-68.2 61 +901-95.6 +901-91.3 +/-87.7 +80/-86.2 +80/-84.3 +801-81 +/-77.9 +/-74.5 +/-71 +/-68.7 63 1 +90/-92.2 +/-88.1 +801-84.3 +80/-82.7 +80/-80.7 +1-77.3 +/-74 +/-71 +/.68.8 65 +90/-91.2 +/-87 +80/-83.2 +80/-81.6 +/-79.6 +/-76.1 +/-72.8 +/-70 67 +/-89.3 +80/-85 +80/-81 +/-79.4 +/-77.3 +/-73.7 +/-70.5 68-7/8 +/-87.3 +80/-83.2 +/-79.1 +/-77.4 +/-75.2 +/-71.6 +1-69 73 +80/-83.2 +/-79.4+/-75.1 +/-73.2 +/-71 +/-68.4 77 +/-79.1 +1-75.1 +/-71.4 +/-69.9 78-314 +1-77.4 1 +1-73.2 1 +1-69.9 +/-68.8 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 090" SG INTERLAYER 6" ANNEALED GLASS 3/16" ANNEALED GLASS EXTERIOR a 1 I-�- LONG SIDE SHORT SIDE -- LONG SIDE -� SHORT SIDE t TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 7116" LAMINATED GLASS STACK Tr\ 3/16" TEMPERED GLASS 7/16" AIR SPACE EXTERIOR a GLASS TYPE 7 16" ANNEALED GLASS 3/16" ANNEALED GLASS .090" SG INTERLAYER 5/8" GLASS BITE �j JI SHORT �l SIDE LONG SIDE SHORT 1 SIDE f PRODUCT REVISED as cftr4Ayiag with s3�s Florsla Ac �� 18.6431 Expim ion D•=ce JR - 03/16/18 - UPDATED V4UES.AND SKIES" • • 0 ••rr•- X1111111!/j �\\\N N . 0 Y LYN M , -ENSF' No. 58705 C'� - �� TShWiFS F i � •., ZORIDp, \l�, S�ONAL A.7LYNNIaLER, P.E. P.E.# 58705 L11 • • z�• � �a• **see* �• '�t O p. • . Fo y W U) �� o � .O o 0 • • zN M 0 • • WW �S O -j o a ' Z LL (D r = UM DIS C G = LU r N (� LU U U o ®� 0 00 ~ 'DN W L tr O 0 a O Z 0 U J U -I m LL O d Q H � W Iaa4S ® rn Z_ D' 0 0 U) W Z Q 'JODS LL o Z a Z O W I� V W w e X s LL C) 1 a apll Dsap sauas X1111111!/j �\\\N N . 0 Y LYN M , -ENSF' No. 58705 C'� - �� TShWiFS F i � •., ZORIDp, \l�, S�ONAL A.7LYNNIaLER, P.E. P.E.# 58705 TAM G 7 - 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS EXTERIOR a 090" SG INTERLAYER _3/16" HEAT STRENGTHENED GLASS GLASS TYPE 6 5/8" GLASS BITE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1-1/16" NOM. HORIZONTALLY AS SHOWN. GLASS STACK 7116" LAMINATED LONG GLASS STACK SIDE 3116" TEMPERED GLASS • 3/16" HEAT STRENGTHENED GLASS �— LONG SIDE �/ 3/16" HEAT STRENGTHENED GLASS T- 7/16" AIR SPACE .090" SG INTERLAYER SHORT S 11 / SHORT SIDE 5 518" GLASS BITE 1_2 �— LONG SIDE EXTERIOR 75-78 21 13 SHORT LONG � GLASS TYPE 8 SIDE SIDE 'J SHORT �—I SIDE PRODUCT REVISED as cmi0ying with the Florida BmIding Code Acceptance Eames Duce BY ••••••ti W • • ? V.- • •Y • �•• •• •• U •� 4na H C) . .moo Window Design Pressure (+/-, psf) for Glass Types 6 & 8 OWoo �- > • 0� U` • z > O J O a u) • (g Z LL OO C = J uMo,,a Long Side, Tip to Tip (in) = W N9 U U o 0� W LU Z 00 = Q 'ON W oI,- U' 68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 1 109 110-1/2 113 117 121 125 129 137 145 }aa4S 31 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 Z 33 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 0 35 +90/-130 +90/-130 +90/-130 +90/-130 +90%130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +801-110 +801-110 37 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +801-110 39 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 1 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 41 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 43 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 45 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 g 47 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 ~ 0 49 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 n 51 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +89.4/-128. +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 H 53 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +88.81-128.1 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 °'55 v +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +88.8/-128.1 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 �n 57 +90/-130 +90/-130 +90/-130 +901-130 +89.4/-129 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 0 59 +90/-130 +90/-130 +90/-130 +89.5/-129.1 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 u) 61 +90/-130 +90/-130 +89.6/-129. +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 63 +90/-130 +901-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 65 +90/-130 +90/-130 +801-110 +80/-110 1 +80/-110 +801-110 +801-110 +80/-110 67 +901-130 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 68-7/8 +901-130 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 73 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 77 +80/-110 +80/-110 +80/-110 +80/-110 78-3/4 +801-110 +80/-110 +80/-110 +80/-110 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS EXTERIOR a 090" SG INTERLAYER _3/16" HEAT STRENGTHENED GLASS GLASS TYPE 6 5/8" GLASS BITE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1-1/16" NOM. HORIZONTALLY AS SHOWN. GLASS STACK 7116" LAMINATED LONG GLASS STACK SIDE 3116" TEMPERED GLASS • 3/16" HEAT STRENGTHENED GLASS �— LONG SIDE �/ 3/16" HEAT STRENGTHENED GLASS T- 7/16" AIR SPACE .090" SG INTERLAYER SHORT S 11 / SHORT SIDE 5 518" GLASS BITE 1_2 �— LONG SIDE EXTERIOR 75-78 21 13 SHORT LONG � GLASS TYPE 8 SIDE SIDE 'J SHORT �—I SIDE PRODUCT REVISED as cmi0ying with the Florida BmIding Code Acceptance Eames Duce BY ••••••ti W • • ? V.- • •Y • �•• •• •• U •� 4na H C) . .moo v OWoo �- > • 0� U` • z > O J O a u) • (g Z LL OO C = J uMo,,a = W N9 U U o 0� W LU Z 00 = Q 'ON W oI,- U' DMO O > O a Z O Z v U I` J w J M LL O to Q � }aa4S W ® N Z CA F- O In Z Qa' a1°as O Z W Z O w C9 ~ U W W X u. 0 a 913!1 'Dsa4 sauas LYN ACENgF' Q-: No.58705 *' O� WAT i '•.P<ORIOP`.•'' N ///'S;S /ONAL 00G A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE A EDGE DISTANCE WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" • •° a, EMBEDMENT , a INSTALLATION EDGE DISTANCE —; TYPE B TYP. ANCHOR TYPE, EMBEDMENT AND EDGE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, TYPE C TYPE B SEE TABLE 8, THIS SHEET EMBEDMENT 1X WOOD BUCKSTRIP, 1/4„ MAX SEE NOTE 2, THIS SHEET EMBEDMENT SHIM a a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, � • EDGE SEE TABLE 8, THIS SHEET DISTANCEr 6 1/4" MAX a a 1 SHIM 1 <Imam5 a USED FOR ALL a SIDES OF ' ARCHITECTURAL 11 a SHAPES @ 11-7/8" EXTERIOR a• O.C. MAX. CONCRETE/CMU 4 11 a PER ANCHOR VISIBLE LIGHT WIDTH = —I 5 REQUIREMENT WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH CONCRETE/CMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT INRTAI I ATION HORIZONTAL SECTION A -A EXTERIOR 1/4" MAX. SHIM JI STEEL SELF -DRILLING U SMS (G5), SEE TABLE 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET �1/4" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET • a. CONCRETE PER " ANCHOR • REQUIREMENT a , TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET VERTICAL SECTION B -B INSTALLATION NOTES TARI F R• Anchor Substrate Min. Edge Distance Min. Embedment Max O. C. S acin #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-3/8" 12" Aluminum 6063-T5 min. 3/8" 0.063"' 12" A36 Steel 3/8" 0.063" ' 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ` 12" #12 or #14 Steel Screw (G5) Southern PineSG-0.55 9/16" 1-3/8" 12" Aluminum 6063-T5 min. 3/8" 0.063" ' 12" A36 Steel 3/8" 0.063" - 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ` 12" 1/4" 410 SS CreteFlex Un routed CMU, ASTM C-90 2-1/2" 1-1/4" 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 1/4" Steel Ultracon - Concrete min. 2.85 ksi 1" 1-3/4" 12" - Concrete min. 2.85 ksi 2-1/2" 1-3/8" 12" Un routed CMU ASTM C-90 2-1/2" 1-1/4" 12" 5/16" Steel Ultracon Concrete min. 3.5 ksi 1-1/4" 1-3/4" 12" Grouted CMU ASTM C-90 2-1/2" 1-3/4" 12" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. EMBEDMENT EDGE DISTANCE Material Steel Screw Min. Fy 92 ksi Min. F„ 120 ksi 410 Screw 90 ksi 110 ksi Elco Ultr'aCon® 155 ksi 177 ksi 410 SS Elco CreteFle& 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED as cwnplyiRg with the Florida Budding Code AccgAaoce too -w 0.. 60 0 0:0 0: Z LU 42 Y •• Q 0..0.0 O cl 0 (n W U) 0 } 00 ? N 0 (.r J C~7Uj I. Z (OD 1 J )MOJO o C9 W C) U o ©� 0 00 Q ~ Z ON C� O C7 JMp O Z OZ rn o O �- U O J Z (D Q O rn U) F- Iaa4S ® rn Z QQ cli J U) 1-- F- O F- Z Q Z Z ajDDs o LL O _ W W U W X Z ap!1 Isap sauaS LYNN ��'��O'•��GENSF �� No. 58705 i�Q'• TE 01NAL \ \\�� A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE E TYP. ANCHOR TYPE, EDGE EMBEDMENT AND EDGE DISTANCE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET 0 EMBEDMENT 1 EDGE DISTANCE A- 1/4" MAX rrn 2 SHIM EXTERIOR a WINDOW BUCK HEIGHT INSTALLATION TYPE G tet- EMBEDMENT 1/4" MAX SHIM USED FOR ALL ° SIDES OF ° ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. °6 CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION TYPE H 1/4" MAX. SHIM VISIBLE Substrate Min. Edge Distance J - LIGHT #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" HEIGHT = 12" Aluminum 6063-T5 min. 3/8" 0.063" - 9 WINDOW 12" Steel Stud Gr. 33 min. 3/8" 0.045!'(18 Ga ' 12" BUCK Southern Pine SG=0.55 9/16" 1-3/8" HEIGHT - Aluminum 6063-T5 min. 3/8" 0.063" ' 12" EXTERIOR 2-3/4" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ` 12" � STEEL SELF -DRILLING SMS (G5), SEE TABLE Ungroutad CMU, ASTM C-90 2-1/2" 1-1/4" 9, THIS SHEET Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 1/4" Steel Ultracon MIAMI-DADE APPROVED MULLION (SEE 1" 1-3/4" 12" SEPERATE NOA), ALUMINUM, STEEL FRAMING 12" Ungrouted CMU ASTM C-90 2-1/2" 1-1/4" 12" OR STEEL STUD. SEE SUBSTRATE Concrete min. 3.5 ksi 1-1/4" 1-3/4" PROPERTIES, TABLE 9,THIS SHEET Grouted CMU ASTM C-90 2-1/2" 1-3/4" 12" Z —1-1/4" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET ° ° • ° CONCRETE PER EMBEDMENT ° ANCHOR ° • REQUIREMENT INSTALLATION I - EDGE ° TYPE F 1� TYP. ANCHOR TYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D -D INSTALLATION NOTES: INSTALLATION TYPE F EMBEDMENT 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE SEE TABLE 9, THIS SHEET : ° ° • DISTANCE EXTERIOR ID VISIBLE LIGHT WIDTH = I 5 WINDOW BUCK WIDTH - 2-3/4" ��11 WINDOW BUCK WIDTH HORIZONTAL SECTION C -C CONCRETE/CMU PER ANCHOR REQUIREMENT TARI F 9 - Anchor Substrate Min. Edge Distance Min. Embedment Max O. C. S acin #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-3/8" 12" Aluminum 6063-T5 min. 3/8" 0.063" - 12" A36 Steel 3/8" 0.063" ` 12" Steel Stud Gr. 33 min. 3/8" 0.045!'(18 Ga ' 12" #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/8" 12" Aluminum 6063-T5 min. 3/8" 0.063" ' 12" A36 Steel 3/8" 0.06a'* 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ` 12" 1/4" 410 SS CreteFlex Ungroutad CMU, ASTM C-90 2-1/2" 1-1/4" 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 1/4" Steel Ultracon Concrete min. 2.85 ksi 1" 1-3/4" 12" Concrete min. 2.85 ksi 2-1/2" 1-3/8" 12" Ungrouted CMU ASTM C-90 2-1/2" 1-1/4" 12" 5/16" Steel Ultracon Concrete min. 3.5 ksi 1-1/4" 1-3/4" 12" Grouted CMU ASTM C-90 2-1/2" 1-3/4" 12" - MIN. Ut• 3 1 HKtAU5 t3tYUNU I HE Mt IAL 5Ut351 KA it. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. Fy Min. Fu Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UtraCon@ 155 ksi 177 ksi 410 SS Elco CreteFle)0 1 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED as c,&mpjyjRg with the Florida Building Code Acceptance No 104- p4.31 F. pmYt - D -WT / NO CHANGES THIS SHEET. 0000 • 000 • 0000 o • - • •• • 0000 a 0000•• so 0 • 0000•• • - •• ••••..Z LL,• .M. . Y d �a� • - >Of •• •• ui •� .rye T- w C) • R- o r - • • `��' o • •� o K •04 • O • •?U) O M•� J • •� U) • ••� N0 • a uM°gyp O J O ay Z LL 0 . ' p x . 2 LLj N 9 W W — ao F_W a ON c� C) L7 �Mo o Z C) Z o o p U J O O J F- Q Q U) J IaayS ® C\1 Z Q U p ? z p C7 alO°S W< O >Z > W W ~ � x D- IL WW aIj!1 °sap sauaS LYNN •�`Z`\GENS * No. 58705 0 . tTE IF !C7 \ i � •'•F�ORIDP.•'G�� S10NAL //rlltltl\\ A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET INSTALLATION TYPE I 2X WOOD BUCKSTRIP INSTALLATION OR FRAMING, SEE TYPE J NOTE 2, THIS SHEET EDGE DISTANCE I~ 1/4" MAX EDGE —�1 SHIM (— DISTANCE r l r U 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH GLASS TYPES 5-8, (SG INTERLAYER). EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYP. ANCHOR TYPE, EMBEDMENT AND 1/4" MAX EDGE DISTANCE PER SUBSTRATE, 3 SHIM 6 SEE TABLE 10, THIS SHEET EMBEDMENT 3 12 USED FOR ALL SIDES OF 8 ARCHITECTURAL EXTERIOR SHAPES @ 11-7/8" 29 O.C. MAX. 11 4 N WINDOW VISIBLE LIGHT WIDTH = 5 INSTALLATION WINDOW BUCK WIDTH - 2-3/4" BUCK TYPE L HEIGHT WINDOW BUCK WIDTH EXTERIOR 1/4" ait "MITs M HORIZONTAL SECTION E -E VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" INSTALLATION TYPE J __T STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET _11/4" MAX SHIM EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F TARI F 10• TYPE K EXTERIOR EMBEDMENT Anchor 2-1/2" x .113" Box Nail Substrate Southern Pine SG=0.55 Min. Edge Distance 5/16" Max. O.C. Spacing 5" 2-1/2" x.131" Common Nail Southern Pine SG=0.55 3/8" 5" 2-1/2" x.145" Roofing Nail Southern Pine SG=0.55 3/8" 5" #10 x 1" Steel Screw (G5)* Southern Pine SG=0.55 1/2" 5" 0.093" Alurninum 6063-T5 min. 5/16" 5" 1/16" A36 Steel 5/16" 5" 0.045" 18 Ga Steel Stud Gr. 33 5/16" 5" W7IIPlltli:i•Ii1C14G\�byaa[�L`P>61a�`11aIt1�.`1�1:f.`11►�G\I� INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Nin. F,, Mn. F. Steel Screw 92 ksi 120 ksi 6063-75 Aluminon 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED as cemptyiiq with the Fkrida Building Code Acczptance rta T1a Exmation Dace BYE Miami W ...... Z . Y NO CHANGES THIS SHEET. • • • • 6•" •••• 'naa W••••••W Q • • •moo 0000 • • O } w � •oma +aioa:p o. Or 00• n O� .?n J M�• • �LLI U) • ••� �• •• • W ...... Z . Y Cl 00 • • • • 6•" 'naa W••••••W Q • • •moo O } w � •oma +aioa:p o. n O� .?n J M�• • �LLI U) • ••� �• B O J O Q LL _ • ' (o 2 J UM °JQ -Z�• 1 W N U U 1 F- Z = OD Q °N CD C) > (7 JMO o Z O Z ao Q U F_ LL O J tD Q U) 3aa4S ® a) Z Z `4 O cl) O Q I— Z Q Q J a�D7S O Z a 0U) W Q Z C14 LU W — X Z LL LL IL ajj!1[.:)Sao sauas \00111 I I I//,// LYNN M�'%;, X,`Z`'•• �-\CENSE '•�� Q• NO -58705 0•, STATEOF i •• Fi,ORIOP'.•'�G� � SS/0NAL �,, �`\• /i111111 \ A LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET 1EMBElDMENT 1 1 L1 M" MAX SHIM USED FOR ALL SIDES OF EDGE ARCHITECTURAL DISTANCE SHAPES @ 11-7/8" O.C. MAX. I - INSTALLATION TYPE M EMBEDMENT 1- 1/4" MAX SHIM FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH GLASS TYPES 5-8, (SG INTERLAYER). INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET INSTALLATION TYPE OVISIBLE LIGHT WIDTH = 5 EXTERIOR 1/4„ WINDOW BUCK WIDTH - 2-3/4" MAX. WINDOW BUCK WIDTH a SHIM VISIBLE Substrate Min. Edge Distance 9 LIGHT #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" HEIGHT= 6.2" Aluminum 6063-T5 min. 3/8" 0.063" * STEEL SELF -DRILLING WINDOW 6.2" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga * SMS (G5), SEE TABLE BUCK Southern Pine SG=0.55 9/16" 11, THIS SHEET HEIGHT - Aluminum 6063-T5 min. 3/8" 0.063" * 6.2" A36 Steel 3/8" 0.063" * 2-3/4" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga * 6.2" 1/4" 410 SS CreteFlex Ungrouted CMU, ASTM C-90 2-1/2" 1-1/4" MIAMI-DADE APPROVED MULLION (SEE Concrete (min. 3.35 ksi) 1" 1-3/4" 11.6" 1/4" Steel Ultracon SEPERATE NOA), ALUMINUM, STEEL FRAMING 1" 1-3/4" 11.6" OR STEEL STUD. SEE SUBSTRATE 11.6" Un routed CMU ASTM C-90 2-1/2" 1-1/4" 11.6" PROPERTIES, TABLE 11,THIS SHEET Concrete min. 3.5 ksi 1-1/4" 1-3/4" 11.6" INSTALLATION TYPE N EMBEDMENT , CONCRETE/CMU ° PER ANCHOR EDGE REQUIREMENT DISTANCE -11/4" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET INSTALLATION NOTES: VERTICAL SECTION H -H HORIZONTAL SECTION G -G TAR[ F 11 EMBEDMENT 0000•.. 1 D a' EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. S acin #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-3/8" 6.2" Aluminum 6063-T5 min. 3/8" 0.063" * 6.2" A36 Steel 3/8" 1 0.063" * 6.2" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga * 6.2" #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/8" 6.2" Aluminum 6063-T5 min. 3/8" 0.063" * 6.2" A36 Steel 3/8" 0.063" * 6.2" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga * 6.2" 1/4" 410 SS CreteFlex Ungrouted CMU, ASTM C-90 2-1/2" 1-1/4" 11.6" Concrete (min. 3.35 ksi) 1" 1-3/4" 11.6" 1/4" Steel Ultracon Concrete min. 2.85 ksi 1" 1-3/4" 11.6" Concrete min. 2.85 ksi 2-1/2" 1-3/8" 11.6" Un routed CMU ASTM C-90 2-1/2" 1-1/4" 11.6" 5/16" Steel Ultracon Concrete min. 3.5 ksi 1-1/4" 1-3/4" 11.6" Grouted CMU fASTM C-90 2-1/2" 1-3/4" 11.6" -MIN. Ur' S 1 MKtAUJ bt-TUNU I Mt Mt IAL SUbj I KA I t. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM Material Mn. Fy Mn. F. Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UkraCon® 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED es camplyin$ wi3h the Fb iida Building Code Expinli ° DIAV $204 By Miami ade Product NO CHANGES THIS SHEET. 0000 o � •• 0000 • w �, •• • 0000 v 0000•• • • • • 0000.. •• • LL, ..•.•.Z .r''.,. •Y d ••••••!!j •�^a� LU p • • 0 C r - cn LU 0 d • • uwi U •�• h • •MDJG OJ o nv> • ' z LL � r = J 2 LLj U U o ®� w ❑ z ' = Q ::) ON w c7 V` SMO O ti % Z oZ o $ `� O v I_ LL 0) Q U) Iaa4S ® rn Z z 0 - O rn F- 0 O Q z Q❑ J aIODS LL O Z Q N of ❑ Z ti L11 LLJ- 0 >C Z LL u_ n alpi.0sao sar�aS 11111111/�� LYNN o ........... Mi LICENSE' ' l�t�` _ No. 58705 SATE OF '•.FWRtDP. A. LYNN MILLER, P.E. P.E.# 58705 TARI C 17. Item PGT Part # Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/16" Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Cover for Curves Rigid PVC 8 4267 7/15' Lami. Glass Beading for Cures Alum. 6063-T5 9 4269 I.G. Beading for Curves Alum. 6063-T5 10 70589C Gasket (at 900 comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 61308K Foam Beading Tape .. U 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3/16" x 7/16" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16" x 1-3/32" x 4" Neoprene, Duro. 85 +/-1 29 76X1 14FPTX #6 x 1-1/4" FH SMS (Curved Beading) Stainless Steel 30 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 rn Kommerling Kodispace 4SG TPS See this Sheet for Materials 76 Quanex Super Spacer nXT 77 Quanex Duraseal Spacer 78 Cardinal XL Edge Spacer 1 1 10 I I ALL CORNERS TO USE GASKET AND/OR SEALANT ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90" CORNER FRAME ASSEMBLY / EXTERIOR EQUAL -LEG FRAME FLANGE FRAME 2.784" 094" l� .074" .062" 1.875" 1 .438" I} 1.000" .500" (D FLANGE FRAME " F1 .8T7:4- 75� .050" 4 7/16" LAMI GLASS BEADING STRUCTURAL POLYISO- BUTYLENE WITH DESICCANT EXT. GLASS KODISPACE 75 4SG TPS ANGLED/CURVED FRAME ASSEMBLY / / EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR EXTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 2.784" .094" �a r .074" .062" 1.375" k 500" .438" _F,1�1 .050"fo.00s- �-- .346" .875" f ~ .050" 5 1- 1/16" I.G. GLASS BEADING HOT -MELT BUTYL 1/4" NOM STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS-� T. GLASS OEQUAL-LEG FRAME 1.0137" 1 .050, 6a INSTALLATION FASTENER COVER 76 SUPER SPACER® ONXT TM I � I I I 10 1 I � ALL CORNERS TO USE GASKET AND/OR SEALANT 2.784" .094" .074" 01 1.375" .500" r .438" T f ---- .050" 0.006• 1.125" .077" OFIN FRAME �-�--� .970" .875" T�- .050" O7/16" LAMI GLASS BEADING FOR CURVES I__:_j �- .346" .875" jam- .050" OI.G. GLASS BEADING FOR CURVES ALUM&NF,�OLYISOBUTYLENE DESICCANT FILL REINFORCESEAL 5116" NOM. 116" NOM. SILICONE 5/16" NOM. SEAL BUTYLROLL-FORMED DESICCANTAINLESS STEEL FOAEXT.GLASSEXT.GLASS . GLASS INT. GLASS GLASS 0DURASEAL') XL EDGETM 77 SPACER 78 SPACER ASSEMBLY DETAILS FOR FIN FRAMES 90° CORNER FRAME ASSEMBLY ANGLED/CURVED FRAME ASSEMBLY EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS PRODUCT REVISFD as cnmplyiug with Lhe Florida Building Code xpE6-ftZ By ..�..� z d W •• •• uj .". •�• •Y nay LU r O�,y.. •�W. . M• 0 J O a v) LL ( 2 J ' Cl UMo 0 Z o .- 2 U w o ®Of W 0 W 00 Z _ ¢ 0 Of 'ON 0 W 9M0 o ti > Z Z Z o)$ O .. U OU LL Q J J Q O O Q Z ¢ 1aa45 ® rn U) rn Z Z 0 O rn U)z Q elf 9/05 L O Z I- X Q o 0 w 04 LU W U X O U_ I m a alpi I,Dsap sauas A� No. 58705 ST TE OF C(/ lo, ' •.FCORIDP. ' G�� NAU A. LP*11-11- , P.E. P.E.# 58705 0•