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WS-16-2221 7;�o Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-271537 Permit Number: WS-8-16-2221 Scheduled Inspection Date: November 30,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Window Door Attachment Owner: KRETZSCHMAR, LOREN Work Classification: Window/Door Replacement Job Address:9880 NE 8 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132060142370 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 10 WINDOWS AND 3 DOORS WITH IMPACT Infractio Passed Comments SIZE FOR SIZE. INSPECTOR COMMENTS False TO REPLACE PERM IT#BP2003-1694 Inspector Comments Passed ❑ CREATED AS REINSPECTION FOR INSP-267433. CREATED AS REINSPECTION FOR INSP-267296. CREATED AS REINSPECTION FOR I NSP-264925. Failed ❑ Partial approval, pending front door, garage door and windows in garage area. 11/17/2016 Correction ❑ Partial. Pending garage door. Needed Re-Inspection ❑ U ` Fee 6 No Additional Inspections can be scheduled until re-inspection fee is paid. November 29,2016 For Inspections please call: (305)762-4949 Page 17 of 40 vw IR Miami Shores Village f'ertrrt � nII � oil 10050 N.E.2nd Avenue NE �� Iftt:8tt7 �tit�� 3r' �`� - Miami Shores,FL 33138 0000 Pelt?t ,u5tattf %rem` Phone: (305)795-2204 ' Expiration: 0 15/2017 Project Address Parcel Number Applicant 9880 NE 8 Avenue 1132060142370 LOREN KRETZSCHMAR Miami Shores, FL 33138- Block: Lot: Owner In5o:;nation Address Phone Cell LOREN KRETZSCHMAR 9880 NE 8 Avenue MIAMI SHORES FL 33138-2509 Contractor(s) Phone Cell Phone Valuation: $ 33,911.00 FLORIDA HOME IMPROVEMENT (954)792-4415 a Total Sq Feet: 0 Type of Worr:REPLACE 10 WINDOWS AND 3 DOORS WITH Available Inspections: No of Openings:13 Inspection Type: Additicrai Ir'ro: Window Door Attachment Classification:Residential Final Scanning:4 Review Building r Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $20.40 Invoice# WS-8-16-60908 DBPR Fee $3.45 DCA Fee $3.45 08/08/2016 Credit Card $50.00 $253.30 Education Surcharge $6.80 08/19/2016 Credit Card $253.30 $0.00 Permit Fee $230.00 Scanning Fee $12.00 Technology Fee $27.20 Total., $303.30 LEMEM In sf the issuance to me of this oerrr,t, I agreeto perf rm the work covered hereunder in compliance with all ordinances and regulations pertaining V ereto and in strict conformity with the plans,drawings, stat menta or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work don b ei er myself, my agent, servants, or employes I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WIND O RS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing info a ura and that all work will be done in comi3liance with all applicable laws regulating construction and zoning. Futhermore, I authorize the ve-n ed ra r s August 19,2016 Authorized Signature:Owner / Applica t / Contractor / Agent Date Building Department G®pl Aura:t 1 2, :u,!6 --- - — 1 Miami Shores Village " BuildingDepartment Q 6 6 " 2016 p � 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 a�` Tel:(305)795-2204 Fax:(305)756-8972 f-.R INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC20 � BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. FE—IBUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: q 6t) Q)E City: Miami Shores County: Miami Dade Zip: 3J93� Folio/Parcel#: 0�'3Z®�� " -L3-7® Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): .! �CT-ZS W-I!'t N2- Phone#: Address: qlb'b0 peb City: r.,%m 1w 519®PUcS State: L Zip: 33158 Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit:$ 531 Ci I @ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: REPLACE (9J wt uocuDS tuo wz--D tx)0 11-1pts�- t%1r-- POE- 5iT)F-- Specify color o�fjcolor thu tile: l �] Submittal Fee$ v o � Permit Fee$ 2-;0 • CCF$ 20 ��T O CO/CC$ tn. Scanning Fee$ 2 Radon Fee$ .4 DBPR$ . 4 5 Notary$ Technology Fee$ 2® Training/Education Fee$ to Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ - .�� (Revised02/24/2014) Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A city N/A State N/A Zip N/A 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. i L<:�:�� Signa r'�'- -z Signatur OWNER or GENT CONTRACTOR The foregoing instrume as acknowledged before me this The foregoing instrument was acknowledged before me this y day of b-UC ,20 h0 ,by %4 day of 40b ,20 Q" by F��Z5 F102- who is personally known to LX)I�°�� T �� ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and M o did take an oath. P��09`L�010 f, NOTARY PUBLIC: NOTARY PUBLIC, nn-- 77�� " Sign: I R JJ Sign: Print: /�'7 ivy l d I�PQt�<lnlle� Print: Q= �� ,�ptiY P�B� ANTONIO HERNANDEZ NOV Seal: � ;»• », o Seal: * MY COMMISSION#FF 164915 EXPIRES:Oct r 1,2018 �'grFOF�a�, Bonded ThruBudge otar1Amir:; APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/summaiy A 1*J- OFFICE OF THE PRO"UPERTYAPPA ER Summary Report Generated On:7/28/2016 Property Information Folio: 11-3206-014-2370 Property Address: 9880 NE 8 AVE Miami Shores,FL 33138-2509 R• aR{ Corea lex ' LOREN T KRETZSCHMAR&W Owner SUSAN ' Mailing Address 9880 NE 8 AVE MIAMI SHORES,FL 33138-2509 yx Primary Zone 1000 SGL FAMILY-2101-2300 SQ _ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds I Baths/Half 3/2/0 Floors 1 Living Units 1 z Actual Area 2,286 Sq.Ft Living Area 1,978 Sq.Ft Adjusted Area 2,124 Sq.Ft Taxable Value Information Lot Size 7,969 Sq.Ft 2016 2015 2014 Year Built 1970 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value 1 $141,422 $140,092 $138,584 Year 2016 2015 2014 School Board Land Value $207,194 $191,256 $135,473 Exemption Value 1 $25,000 $25,000 $25,000 Building Value $166,309 $167,541 $164,408 Taxable Value 1 $166,422 $165,092 $163,584 XF Value $2,349 $2,127 $2,150 City Market Value j $375,852 $360,924 $302,031 Exemption Value $50,000 $50,000 $50,000 Assessed Value 1 $191,422 $190,092 $188,584 Taxable Value 1 $141,422 $140,092 $138,584 Regional Benefits Information Exemption Value 1 $50,000 $50,000 $50,000 Benefit Type 2016 2015 2014 Taxable Value 1 $141,422 $140,092 $138,584 Save Our Homes Assessment Cap Reduction $184,430 $170,832 $113,447 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Second Exemption $25,000 $25,000 $25,000 03/01/1999 $195,000 185340930 Sales which are qualified Homestead 12/01/1982 $106,400 11657-0401 1 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 1 BLK 71& 15FT ALLEY LYG S&ADJ PER RES 512-70 LOT SIZE SITE VALUE The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Mami-Dade County assumes no liability,see full disclaimer and User Agreement at httpJ/www.miamidade.govfinfo/disclaimer.asp Version: 1 of 1 7/28/2016 2:41 PM IO1JPE:77cA,-) 5 ,x a Specialty Engineering Consultants,Inc. g(,tnEF4, Wind Velocites In South Florida a i 5 1598 SW 30 Avenue,Suhe 020 .,,'�- �7m Dade ,ard Palm Beach Boynton Beech,FL 334328 ;jl Yr' Risk Cat.1 165 1.46 1.46 Low ds-w humane f sheds a a FL.CA 9 008217 ..> 5 J�` Risk Cot.2 1 175 170 170 Sin a FamO Residettca Risk,'CSL 3&4 186 180 190 E-ti.]FacilitiesIlia P =q h'(GCP-GCP i) Inistucaons and U dorm o Us 'f " e 1 1 lCharts provide wind pressures based on the mean roof h hL And shall not exceed SO'41'. 2 D n resaures are for an enclosed buf shdtem or oaten lin ct resistance protection uh V(mph) I75 1620 FBC fm I1VI IZ,or Fig.26.5-I e 3 User shell determine the mean roof he Eave he M+Roof Peek 2. Risk category II Table 1.5-I,page 2 4 End zone distance is the lessor of 10%of le 10%of width or 40%of the mean roof height and not less than 3'-0' G�posmc C Section 26.7 5 If 50%of a com nent�trt a 1!! lar zone then that com vent b eorreldered to be bt zone with the ma o of the area.If questionable then-place in Zone 5 Kd 0.85 Table 26.6-1,page 250 6 Each com nertt,window door mullion hes a tribula area that is area to be used.Area of components to rounded down but shall not be lose than 10 al. Kzt I Figure 26.8-1,page 252 7 For NOA'e that r uhe a Kd=1.0 then mu I the vetoes fisted herein 1.18. GCpt 0.18 .0.18 0.55 8 Wind pressures are based on Allowable stress d n. pitch of roof 3112 14.0 degnan 9 D n pressures listed herein ere valid for res B and C end re D.max roof height 301 - thete 14.0 degrees 10 Charts and values feted herein are onlyvalid when signed,dated and= Ge McDou le PE 956214 or Mark LeBlanc PE 035683 or Adam D. 17 Whtd design pressures are calculated In accordance with ASCE 7-10,Method 12 No reduction Is taken for slopes less than 10 degrees. - Area ofoompareat Area ofemaponent Area of Area of t Area of t AmOfCDMPO=t Areaof rea Aof t Area of Area of Area of 10.0 of 15.0 of 20.0 of 25.0 of 30.0 at 35.0 of 40.0 aF 45.0 of 50.0 af 55.0.17 60.0 of Mean R Hai Zone 4 Zone 5 one 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 8.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 IS -43.4 -53.6 2.2 -51.3 -41.8 -50.6 41.4 -49.8 -41.0 49.0 x30.6 48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -16.0 -39.0 -45.2 -38.6 -44.5 4. 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 1 44.0 -54.4 -32.8 -52.0 42.4 -51.3 -42.0 -50.5 1 41.6 49.7 41.1 48.9 -40.7 48.2 -40.3 -47.4 -39.9 -46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 40.4 47.2 -40.0 46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 43.5 1 -52.6 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 1 41.3 48.6 40.9 47.8 40.5 .47.0 40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 1 -50.7 42.2 49.9 41.8 49.1 41.4 1 48.3 41.0 47.5 40.5 46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 46.2 -57.0 44.9 -54.5 44.4 -53.7 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 1 46.6 -57.6 45.3 -55.1 44.9 -54.3 44.4 -53.5 44.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 -50.2 42.3 49.4 41.8 1 48.5 1 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 1 45.3 -54.8 44.9 -54.0 44.4 -53.2 44.0 -52.3 43.6 -51.5 1 43.1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 46.2 -56.2 45.8 -55.3 45.3 -54.5 44.9 -53.7 -44.4 1 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 .44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 1 -54.6 45.2 -53.8 44.7 -52.9 44.3 -52.1 43.8 -51.2 43.4 -50.4 1 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 1 -57.6 1 47.0 -56.8 46.5 -55.9 -46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 -52.5 44.2 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 47.3 -57.2 1 46.9 -56.4 46.4 -55.5 45.9 -54.6 1 45.5 -53.8 1 45.0 -52.9 1 44.6 -52.0 44.1 -51.2 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 0411 0 011.8: �41.80 011.39 •41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 -56.8 46.8 -55.9 46.3 055.1 .6 a 4 5. -53.3 44.9 -52.4 -44.4 -51.6 44.0 -50.7 46.0 46.0 - 44.4-- ""4446 --44.1 .1 43.6 43.6 43.1 43.1 42.6 416 •42.1• •4201 M • 0 041.6 41.1 41.1 40.7 40.7 40.2 40.2 29 49.9 -61.6 48.5 _--59.0 48.0 58.1 47.6 -57.2 47.1 -56.3 46.6 .5j.1 .20 0-5: •5. -?3.7 45.2 -52.8 44.8 ,;-520, 44.3 -51.1 ------ -- - 46.3 46.3 - --44.9 44.9 44.4 .4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 .431``.I 599`-"s�n0.5�. 40.5 30 -50.3 -62.1. 48.9 -59.4 - --48.4 8.5 47.9 -57.6 47.4 -56.8 47.0 -55.9 46.5 -55.0 46.0 -54.1 45.6 -53.2 -f4*, -51.4 ° c �o i • • • • • • • • • • • o , s - A C �T�.T ' 1 ` l -1 N I.1 h I%�lLBY- V-0 _ ® � 2016 • • • • • • • • ul�Jf CT TU i;C) o �' MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:9880 NE 8 Ave Miami Shores FL,33138 Permit No. Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 DOOR 15-0729.14 +75.0 -75.0 +40.1 -43.4 74 3/4 x 811/2 NO YES 2 .j. FL14850.1 +70.0 -70.0 -53.6 701/4 x 78 2 x 4 MULL .L 3 WINDOW FL16736.1 +60.0 -60.0 .L .L 35 3/4 x 37 .L •1• 4 FL6890.1 +67.5 -67.5 35 5/8 x 37 .L .J. 5 FL16736.2 +60.0 -60.0 109 5/8 x 37 6 .L FL16736.1 41 .), •L .L 35 3/4 x 37 y .L 7 DOOR 15-0729.14 +75.0 -85.0 34 3/4 x 82 .l• J• 8 WINDOW FL16736.1 +60.0 -60.0 35 3/4 x 371/4 .j. .�. 10 -43.4 �. .J. .�. 11 .j. FL16736.2 110 x 37 .�. J• 12 FL6890.1 +67.5 -67.5 251/4 x 37 .l• �. 13 -53.6 25 x 37 .. •o: . . . . . •• . .. . . . . ... . . 0 000 000 Sol . . . •• . •• 00 0 • . .. .. FIALA a DIAGRAM SHEET aeow�.�-�rr.�ssoav�cau�erae MEGl5UR1111GTEGH MEASURE DATE CUSTOMER'S INWE FHA LEAD(NUMBER TYPE OF PROPERTY ROOF HEIGHT FLOOR(NUMBER TOTAL#OF FLOORS ?eTTscyi�.q� , gs ----- -— i _ _ _--__ - _ 7 a ._ _ _� ____—______ _____�...�—_— _ 1..... _ _^N•._. _ _ _ __ ow oo fig: i i••• •- T -- - -- - — , ., a •__t. . ._.�. � a.._ - - -- _ ._ ._-:b: •. _.. to oil F S i. i•- 's------------ 7-7 -- —I ---. Florida Building Code Online Page I of 2 "TOM Bus'nes DerMtd SCIS Horne Log In LFW ReglWation Hat Topics Submit Surcarge Stats&Facts P. F I f2f A:,'",�, PrciductIVP ssi I UMK:PublicUwrPro U Regulation >Product or Aoollcatlon Saardr>Apolication List t,ApplicatIon Dekafl Ib FL# R-6890-RS Application Type Revision Code Version 2014 Approved Application (D Comments Archived E-1 Product Manufacturer Custom Window Systems Inc. *0•6,60 • Address/Phone/Emall 1900 SW 44th Avenue 000*00 0 •00 0 0 Ocala,FL 34474 00*0 0000 :0600: (352)368-6922 ekoss0cws.cc 0000 ••••• 0 0::::: 000000 00**0 0 Authorized Signature Kan Erin 00 00 so a 0000*0 0 ekoss@cws.oc :00:0: 0 a • 0 • 0 Technical Representative Erin Koss 00 -.0000 0 a 0 00069 Address/Phone/Email 1900 SW 44th Ave. 00*0 Ocala,FL 34474 1.00 • (352)36"922 Ext 291 ekossftws.cc Quality Assurance Representative Jay Lathrop Address/Phone/ErnaU 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 Jlathrop@cws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or j Licensed Florida Profiesslonal Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architixt Marne who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/2112020 Validated By Steven M.Ulrich,PE W VaUdation Checklist-HardcDpy Received Certificate of Independence FL6890 R5 COI FyalRey CWS-161C(CA-8400.IMP),pdf Referenced Standard and Year(of Standard) stillindmA Year AAMA(WDMAtCSA 101/l.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM EISM-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By h4://www.floridabuilding.org/pr/pr__app_Atl.aspx?param--wGEVXQwtDqu4Bg7NfwG9n... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/23/2015 Summary of Products Wumatuse Model,Number or Name Description 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Inotalletion Instructions • • • • 0000 000000 Approved for use in NVHZ.Yes H&890_R5 li CWS 161C(CM8400.IMP).odf • Approved for use outside HVHZ.Yes Verified By:Lucas A.Turner 58fi1 • •• ••• •• Impact Resista� •Y Yes Created by Independent Third.Por" •s 4• • •••••• Design Pressure:+67.5/-67.5 Evaluation Reports • Other.8400 Vinyl Casement,Large Missile,DP=+/-67.5 FL6890 R5 AE DuPont P7.Ddf • :4000: psF,Max.size 37"x 72".Outer lite In I.G.to be fully FL6890 R5 A It fa4- f • • tempered when used 30 R.above grade In HVHZ.Glass FL6890 R5 AE Ouanex(Miler j j�0� 2-101 OZodf• ••••• Complies with ASTM E1300-04. Created by Independent Third Party:Yes • • 0000• 4 • • • • •• 00 0 0 4 0000•• • Beck Nest •••••• • 4 • • • • 0040•• 0004•• • • • • Contact Us::1940 North Monroe met.Tallahassee Fi.37399 Phan:850387-1624 0 • ••0 0 0: The Slate of Flodde Is an AAJEE0 employer.Copyright 2007.2013 State of Plorida.::Privacy Stntnrnent::Accessibility Statement:: Under Florida law,small addresses are public records.If you do not want your e-mail address relied in response to a public-records request,do net send electronic mail to this enUfy.In di contact the office by done or by trad0ional mall.u you have any questions,please contact 850.487.1395.*Punawrd to Section 455.275(1),fbrlda Sbd ules,effective October 1,2012,licensees licensed under Chapter 455,P.S.must provide the Depadsnerd with an emall address It they have one.The anmlls provided may be used for owidal wmmunkatlon with the Ilamee.However email addresses are public record.g you do not wish to supply a personal address,please provide the Department with an emall address which Can be made available to the public.To detemane H you are a licensee under Chapter 455,F.S.,please dick hIML. Product Approval Accepts: ®®M smurit•ahr mwe http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 161C April 18,2015 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72" unit size with HS laminated glass,or 37"x 63"unit size with annealed laminated glass Manufacturer: Custom Window Systems,Inc. 1900 SW 44"Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of th P* Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. Tke p�educt testier•• •••• • standards performed are outlined below. .. . •. . •00.00 •• • 0000.• • Technical Documentation: 00000* • 0000.. 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Pott Tv. .0000. • 2) Approval drawing CWS-161C,signed and sealed by Lucas A.Tumor,P.E. 0000 0000 ":". 3) Test ReportsNCTL-210-3673-1,-lA,-2,-2A,and NCTL-210-3674-1, ,•'��,:from 0000•• 00000 National Certified TestingLaboratories Orlando FL signed and sealed b Gerar • ' • %• Y .Sl.iea a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 1 f 1/I S.?/A440, 2005,and ASTM E 1886/1996 2002/2005 0 •••••• 4) Supplemental Calculations to support CWS-161C,signed and sealed by LucO4.Tulner,P .., ;0000; Installation: Units must be installed according to approval document CWS-161C. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard,-air- 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard,-air- l/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30 ft of grade • Requires max.glass daylight sizes as shown in CWS-161C • Achieves design pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5s'Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will 1 acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will 1 acquire,a financial interest in any other entity involved in the testing or approval process of this product. 1 ; ,�� EW A.stit�n�U�ttri plDR - #� '� No 58201 V" = 4/18/2015 *r t* * i Lucas A. Turner,P.E. STATE OF f art FL PE#58201 Lucas A.Tumer ��4`,�r� NA�ti ►� �+ 2015-04-2011:59-04:00 ASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(mc),CURRENT 1900 SW 44TH AVE. ie MAX 38 v4, EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE{H m SLA.FLORIDA 34474 AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS wWW•Cws•cC FLANGE WIDTH MAX OVERALL FLANGE WIDTH DEFINED IN ASTM E 1858 PER THE FSC. UNIT WIDTH UNIT STH 2.GLAZING OPTIONS:(SEE SHEET 2) $!M PVC MAX SASH WIDTH 35' MAX SASH WIDTH 3.CONFIGURATIONS:ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT RIGHT. IMPACT ------------ 4.DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND I ——— — —— — GLASS TABLES ASTM E-1300.04. 9 I I I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER o o 73114^ I I _ I INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-130"4. OAX ALLI I I 5.ANCHORAGE:THE 33 1 rJ%STRESS INCREASE HAS NOT BEEN USED IN G G m FLANGEHEIGHT I I 641!4' I I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATIONy I I MAX * I DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD B I 1 B ANCHOR CALCULATIONS. EQ I FIT ILo \ 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE R a; I i I I NOT REQUIRED. � ILo 7rY I fiE1ir X I ( yr 7.ALL FRAMES AND VENTS FULLY WELDED. MAX I /` I CLASS PDX /� GLASS UNIT DLO UNIT I , DLO S.SERIESIMODEL DESIGNATION CA-8400. n w HEIGHT i HEIDHT I I = i] I IE I / I 8 X=OPERABLE SASH THE DESIGNATION X ANDS FOR THE FOLLOWING: v m d z ,`�N�►tt�agp•• 7tP C SASH I i I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ��N p` ORIEW r4�� MAXH HEIGHT / I LOCATION. `�e''�pr?.y� �Qy�i�� ME op,I I 9 I I $Sr Nn swim gt s I ♦ I � I �*' * •etaE I I Lucas A.Tumer 's-°' ae ---- -- 2015-04-1$ (j}; $TATE OF ------- A 22:00-04:00 y�.t's4.°«!°�'ts`�.�� A 3012" 6 GLASS CLO ttlt n�N G30 ILZ p RIGHT HINGED-SHOWN LEFT HINGED-SHOWN LEFT HINGED-OPPOSITE HLUCAS A.TURNER,P.E. ROWTHINGED-OPPOSITE FL PE#5=1 •• ••• • • • • • •• 1239 JASARA AVE- NORTH VENORTH PORT,FL 34285 • • •• • • • • • PH.941-388-1574 • •• • • • • ••• • • • • • • • • • • SHEET DE TABLE OF CONTENTS LOCATION• MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING a�E�VATIONS�D GENERAL NOTES&ELEVATIONS.....-.1 NQbLWldg ...3� �u . +_ GLAZINGDETAILS............__.._......_...2 • f'i• • •SECTI • of/-67.5 PSF ADE O5J05107 EXTRUSIONS ELO.........._...._..._......_3 LARGE MISSILE IMPACT r. EXTRUSIONSEDtjLE...._„.„.-.............4 NODI' • • • • • • • • CWS-161 C ANCHOR SCHEDULE&NOTES......„....5 ..37.4'�n• . . . .t!- F INSTALLATION DETAILS..................... • +/-67.5 PSO Imu.. SHEET 1:15 1OF6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1800 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.cWS.cC &400 PVC CASEMENT IMPACT 7/8'OVERALL 718'OVERALL gg Mr ANNEALED or TEMPERED 116"HEAT STRENGTHENED or TEMPERED 7116'AIRSPACE 7/16'AIR SPACE 5116'LAMINATED GLASS 8/16"LAMINATED GLASS ¢ m 1/6"ANNEALED (1)176"HEAT STRENGTHENED 4j O .680 DUPONT PVB INTERLAYERPL.090 DUPONT PVB INTERLAYER o !A 118'ANNEALED i/&'HEAT STRENGTHENED ¢ ¢ �w W W D- SKAFLEX 652 OR S"FLE)(552 OR PURFECT GLAZE'W IRPURFEC7 GLAZE'H $ Q F U q 1/2'GLASS BRE 112°GLA$S BITE D O I `�7Nlpiip$ffI r.`P�.y�c E+v sF GyZ�rr No 58201 tyss d D =90� STATE OF •'�wa r.QL•A rf t��S rrr,F •y RSO•.O�,a� GLASS TYPE A GLA33 TYPE B II sS�O�n is��+�,+ 4/18/2015 LUCAS A.TURNER,P.E. FL PE*58201 •• ••• • • • • • •• 1239 JA IARA AVE. FLE • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 o •• • • • • ••• • •• ••• •• • • • •• GLAZING DETAILS RA BY: DATE' • ••. • • • ADE 05/05/07 • • • • • • • 000 • • MAX UNrr 122E MAX POS. DP GLASS TYP . • . • . • . • . • • p: . .• • • • • • • • . . • .. . • 37°x63" +67.5 A CiNS 161 c .. • 37°x 72° 1 +67.5 B SHEET 1:1 2OF6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1800 SW 44TH AVE. INTERIOR OCALA,FLORIDA 34474 WWW.Gws.CC 8400 PVC CASEMENT IMPACT 1 r r n Lt � ao i 1 i� I u_ ww t 4 9 T , s , a Iw- aam 6 SECTION VIEW B-B O e a (A $ � z� IL LL O INTERIOR o m<g +�••• ;;DREW.T4�i�� N• 58201 ,S Z9 t STATE bF 111F _ rynNoaM`• 7 I � 41ISM15 8 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-M-1674 • • • • • • ••• • • • • • • • • • • 6 low: SECTION VIEW A-A •• • • •• • • • •• ALTERNATE FIN FRAME SECTION VIEWS ow, care: ••• •i• ••• ••• ••• ••• ADE 05/05/07 ITEMS NOT SHOWN FOR CLARITY: •• • • • • • • • • • 14,16-17,19-20,25,27,3P,34,37-38,42,44-45,5o ••• :• 000 ••• ••• ••• CWS-1 S1 C SHEET 1:2 3OFS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • P T ITEM' PART 3119°.— FRAME AND I PART DON MAT -� SASH COW" CASE., N CONSTRUCTION 2 H ILL M K vC [� 1 twomw6YS1w 3 FIT.,CA .,RIGHT PUC 1� 3 7raz• r OCALA,FlARIDA 34474 SM SW 44TH AVE. --Ts—me ,LE u � WWW.CWS.CC 80308 i FOV M 32it32 4 z7 6 SASH.CASE., M PVC SMPVC 7 ASH, ., O . PVC ins- 6408 a a,H PVC GLAZING BEAD CORDER WELD CASEMENT 9 H-6DOB S M LOCK YMARI—KRON (ALL SIDES) IMPACT 10 H- N RAO.,5 KEYMA 11 EN RAIL KEYMA UM PVC FLANGE FRAME 12 GLASS E SHEET H-60308 ui . 13 P ,1/8"X718 NK L BER fi 7�1 14 1`17-3099 LIFT-OUT E1MM(T z ttP32• a 5 W TEA SB 21192' -SCBEEN LE TENS g I i�qq41 w >> 17- P31 Y M&M 7 7 F Q Q m tn9^ 18 P-3217 WSTP..WH 19 CREEK AM RUBBE 21/4'a. 9 v16° n O E,.155 SLK ing, 9 COIF=wX.658 COIL0.a37 20 P�1 SEALER, EAL. 3 p � � SILICONEP-sm BEAM 22 P-3429 .,. 0 .187 ILACK,SASH F B PVC SASH ' PURFECT LAZE`H`, 552 ELS H a& 2 8 3/4` ,SCREW 25 P ,18 X 16 FIBERGLASS PHIFE nr3z p 26is X1•PH F paS 1713•d' , 361 OWS om < Z 36135 CS RT.LABEL, 18132" to i 9ts2° tt «ptrnp� 29 ,112-HOLE M NYLON v18' 11th" t ptDREW'7 30 TEMPORA SNUBBER, SCREEN RAIL SIDEIB7M5 H-1582 SCREEN RAIL TOP/SIDE v� N• 8201 277y -4000 TIE .F3DWE. ROTA H-1683 * _*a 33 HMS,SS L ) FASTEFM= SS 34SUPPORT E. (Use RDTO RTA-tis OF t+v` 35 O6 LOCK TO H 3607 ROTO. RA R LEF17 EME 3 t/9^� 3✓a^- -{ +�Zy C O R% N S' 37 M., HDW ., ROTO 9 tufa° I + ry�hNiin�nr,, 38 P SRKT., L.H.,RO SS P-4012 39 fz 40 14 HANDLE,SM ROTO OPER, HITS) ROTC! SASH REINF. 4/18/2015 3-1505 41 P 8 EFT/R OPEN ROTOTL LUCAS A.TURNER P.E. 42 SUPPORT ER 4117 FL PE#58201 4021 x FH W/1/ , *MyiQ • L•• fns" 1239 JABARA AVE. 4 GA ET, OWE., o NORTH PORT,FL 34288 tr' PH.941380-1574 46 4031-P-4040 E- .1-5 LOCKP 0 .= Hsi .)• • • • 7132^l � 3,�y SHEEr OrscFanlom; 7 P 48 4 x 314°W STRIKE,MULTI NYLON �`i• T ROM AND EXTRUSIONS 49 P 5052- ,HD 10NPH FLAT TEK,SS 3VAL C- ALUM PVC FIN FRAME SCREW SUPPORT P-3113 on,E -4641 #8 x ,#7 HEAD, • ••• • • L H 80308 ADE 05145!07 -1545SH • a¢IiEo •• • • • • •MK • • CCWS-181 C :ALL EXTRUSIONS ARE ALUMINUM 6063-T8 UNLESS OTH�WWE N� Z. • • • • SHEET 2:1 4 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A I lr MAX W MAX.O.C.MP.) 8'12 1M�fIYP•I.C.(T17.) EEE NOTE 2 4�MAX •) SEE NOTE 2 4"MAX.(TYP.) wmowmimsm 8'MAX.(IVP.) � 1Z 1P2"Iu1AX.O.G.ITYP.} 8'MAX B.C.(TYP.) 1900 SW 44TH AVE. 8'MAX.(TYP.) - - 4•MAX.(TYP.) SEE NOTE 2 OCALWWW.,FLORIDA 34474 SEE NOTE P 4'MAX,(TYP.) wW W.CWB.CG LC MAX ITYPJ I I I I 8400 PVC O.C.MAX 1 CASEMENT MAX D.C. ' e• (TYP) IMPACT / // MAX O.C. ITYP.) / 143!4" . I � X �.O.C. X ` I % INSTALLATION ,L W W ANCHOR ITYP.) ` g m INSTALLATION w WSTALLATIpJ \ ANCHOR(TYP.) ANCHOR(TYP.) _y ` 0 - � O3U ANCHOR HANGS SIDE�JAM f".) 6'THRU FRAME ANCHOR O ANCHOR LAYOUT-IFLANGE) YpI jI. HNGE SIDE JAMB(TYP,) FOR UNITSi,PT037•x72° FORUNITSUPTOarrxar ANCHOR LAY .(FIM ANCHORLAYOLIT-0 ti m< Z FOR UNITS UP TO ST x 7Y FOA UP TO 3Tpa4z 63' ,,a�paTOnzul, Ph r. Ne 5820N = •_ 0: NOTES; ,$ STATE OF AWS 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILLANCHOR SPACING SAME AS HEAD. 4�Tr•'�t d R R p!_r��t`'+ 2.SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1f4". USE SHIMS WHERE SPACE GREATER THAN III fi IS PRESENT. LOAD BEARING SHIMS SHALL BE '+y�h'+Lh�rn�z CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y 3.ANCHOR TYPE,SIZE,SPAC94G AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET& 4fle LD1§ d.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL.OR COATINQ DISSIMILAR METALS OR MATERIALS N CONTACT W I TFI PRESSURE TREATED WOOD MUST LUCAS A TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#89201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDA14CE WITH ANCHOR MWAaftElp IUSTAI-ATKjN IWITIWONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM1239 JABARA AVE- SPECIFIED IN TABLE 1,SHEET S. • • • • • • • • • NORTH PORT,FL 34286 PH.941-364.1574 &ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DREINNG OMAJ0110•FRO}�I C@NCF9(ffV�EO/CjM@ OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS TO SOLID INSTAL I ATIONS TO HOLLOW CMU EQUUIIRE�EEO 1XBUCKSU MAY B@iQdUEE T AND�Sd9STROAT�e(�ts BETfWEEN THE PRODUCT AND Tt�SUBSTRATE. ANCHOR SCHEDULE 8 NOTES 7,A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS;3•FOR MASONRY,1'FOR WOOD AND METAL DfIAW1 Y: -DA-TK'- WOOD AWOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS 1!tMPERLy 8ESltirlt[jBY T}{F�& H' OR ENGINEER OF RECORD AND INSTALLED ED TO TRpNS�p WIND LOADS TO THE STRUCTURE. ADE OSIM07 SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIRE S OWN IN' 1 8 r{O!N'�R'Fy�E D MASONRY SUBSTRATES MAY NOT BE CRACKED, r �,; 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RF�ISf*m 4F•N&AtJy N!HlLL 9E mo%uyO1tiER,S FOLLOW ING THE CURRENT vERs10N OF THE REFERENCE DOCUMENTS: Gws`161 C FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLA NGE WINDOWSk 0ANWIiMA 25ORM WNDi9WS),FMAMAMIMWIVA 300IOMRIOR DOORS} SHEET 1.20 50176 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • 0 ••• 0 • r MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE SYSTEMS BYOTHERS INTERIOR 114•MAX SHIM SEE TABLE t MIN.EDGE DIST. SUBSTRATE MIN EDGE DIST SEETABLEI �BYOTHERS 1900 SW 44TH AVE.OCALA,FLORIDA34474 SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1 VM/W.CWS.CC SUBSTRATE BY OTHERS MLN.EDGE DIST. SEE TABLE t SEE TABLE 1 MIN.EMBEDMENT 8mpvc BY PERIMETER NSTALLER��M SEE TABLE i INSTALLATION AB TKMI ANCHOR CAS�NT INSIDE AND OUT SMR EETABLE 11 EMBEDMENT IMPACT SEALANT BEHIND FLANGE BY]INSTALLER 11C MAX.SHIN PERIMETER SEALANT t` PERIMETER SEALANT BY INSTALLER .- Q BY INSTALLER INSIDE AND OUT MIDEANDOUT INSTALLATIONANCHOR LL LU UJ LL LU o } SEALANT BpgryD SEE TABLE i ¢ m FLANGE BY INSTALLER L7 SEALANT SE]KINO INTERIORFIN BY INSTALLER O B HO IWML SECTION INSTALLATION ANCHOR C HORIZONTAL SECTION SEE TABLE t 6 TYPICAL JAMBANCHORAOE 8 TYPICAL FIN ANCHORAGE N HEAD AND B01 SIMILAR FOR FIN INSTALLATION N 2 tLItcc NOTE:ADDITIONAL THRU-FRAME ANCHORS o 0 (AS SHOWN IN DET.96)READ AT THE HINGE SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. � ocli SEALANTBEHIND 114'MAX SHIM ' RANGE BY t—LLT-iT- < Z NOWE VI t�ttnia�ry9 BY WT PERIMETER SEALANTM�TAt�1 CHu7 ,'•��,,C$"-'6MOE ffifi'G ,L `�: No 58201 SU11STRATE13YOTHERS SEE TABLE I I MIN,EDGE DIST. �.9}� BTATE OF ZW: SEE TABLE 1 i O ,�4/�� HEMBYNNTALLERDER EW A VDITICALSC-CTION ��s�fia@ j•oRR.1•dha4�a`e HEAD BY(INSTALLER 6 TYPICAL BILL ANCHORAGE �`�•S�ONA1- 4`�� Niiptlt�� TABLE 1:APPROVED INSTALLATION FASTENERS 4/16/2015 FRAME TYPE LUCAS A.TURNER,P.E. RPE#662A1 OOLNt TETE{20 KSI MIN} 3116`fTW TAPCt3N t-1/2° t-118 [M]ETER SEALANT 1239 JABARA AVE. • • • 2' BY INSTALLER7% NORTH PORT,FL 34266 FLANGE CONCRETE(265 KSI MIN.) 3116'ELICO ULTRAODN •• • •1• t• ONSIDE AND OUT PH.94138D-1574 FLANGE GROUT-FILLED CMU(ASTM C•9D) 3116' SIL N• • • i 1 2-11C rD HORIZONTAL SECTIONSKEET DESCRIPTIO—N: 6 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(0=0.55) 3/16'1 IV 1.316' 718° HEAD AND BILL SIMILAR FOR BOX INSTALLATIONINSTALLATIONDETAILS OR EL CO ULTRACON FLANGE 2X MIN.SOUTHERN PINE p4.55) #10 WOOD SCREW 1-318' I 71W FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE DRAWN BY: -B TE: FLANGE 16 GAUGE(0080°)MIN.STEEL STUD #10-1%HILT~-FLEXcwDW 19 FULL THREAD • UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD MLN) TENS SELF-DRLUNG SRREiV •THRU • 7M8 ADE 05105/07 FLANGE TAT'ALUM.(6053-75 MIN.)OR #10 S JAP ! &ULb THRWAD • -MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED as; 1/8"STEEL(33 KSI MIND DRALIN6 SCIlmj • • •� • 711W INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 C FIN PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS EET SH2X MR SPRUCE-PINE-FIR((1°0.42) #e 1-1/2' 711W SHOWN FOR FLANGE WINDOWS. 12 SOF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Page 1 of 2 Florida DWmeriilof BCS Home Log In i User RegMntlorn Hot TopIrS Suhmlt Surcharge stats a Facts 3usill r�esPd roduApproval PrOfessi nal USER'Public User Regulation Product Approval Manu>Product.pr AoogpHon Search>Application List>Appllcatlon Detail FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Ercall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss®cws.oc Authorized Signature Koss Erin ekom0cws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative lay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 c (352)368-6922 Ext 291 r 'lathrop@cws.cc Category Subcategory Horizontal Slider , Compliance Method Evaluation Report from a Florida Registers'! Vr4l ect or a/Unns3d Florida Professional Engineer ` ' • EZ Evaluation Report-Hardcopy Received srtacr.a � 8 r A b Florida Englneer or Architect Name who developed Lucas A.Turner r•.. .• the Evaluation Report • • Florida License PE-58201 • Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urkh,PE 2 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R1 COI EvatBcp CWS-8718 fHS 6200.74x63,IMP}ndf Referenced Standard and Year(of Standard) Standard Year AAMA(WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By hup://www.floridabuilding.org[pr/pr app_dtl.aspx?param=wGEVXQwd)qu8obI°/D2f Zm6... 6/24/2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 56 Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turnu,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-IA,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02/04/05,ASTM E 1996`04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440`08 4) Supplemental Calculations to support CWS-871B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: © May be used up to the sizes and daylight openings indicated in CWS-871B •° • Achieves design pressures of+/-60 psf • . • Is Large Missile impact resistant and does not require the use of shutters • • • May be used in the High Velocity Hurricane Zone • • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.201K:: ...• :•"' • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.AO 41-1-617.02" ...• ••••• . . t 1 have evaluated the interlayer and framing materials in these Dupont and QuanetNOAs and fldd• ••••;• that they comply with the requirements of the 5`s Ed.(2014)Florida Building CoiVfcjrW in this ' •. product. . . . . .00090 Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a fin acicl•: • interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. 1 do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. W"S1n tN4'4?,i 1►"i�� ,fl�... fFI,I �r No 58201 STATE OF 4/18/2015 r'•,t '•�-.t o R IV •N'bLucas A. Turner,P.E. '?/0Jq� 'ems " FL PE#58201 Lucas A. Turner 2015-04-18 22:21-04:00 ®ENERAL NOTES• ORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 25wwwrmo TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1986 PER THE FBC. WWW.CWS.CC 75114"MAX OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) a CONFIGURA11ONS:'OX•,°x10 am PVC 7a•MAx.uNlrwtorH HORZ SLIDER 33 GLASS DLO 4.DESIGN PRESSURE RATING: RZ SUT -NEGATIVE DESIGN LOADS BASED ON.TESTED PRESSURE AND A GLASS TABLES ASTM E4300.04. -- - -- _ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.WATER INFILTRATION TEST PRESSURE AND GLASS TABLES �1 ASTM E-1300-04. S.ANCHORAGE.THE 33 1,2%MESS INCREASE HAS NOT BEEN USED C 64114^ F IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR MAX B DETAILS,WINDLOAD DURATION FACTOR 0161.6 WAS USED FOR WOOD F FFLANGELAtdGiE I B ANCHOR CALCULATONS_ I O EIGHT S.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT � I 1 I REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT I 1 I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w j z MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND IE ¢ MAX FLYING DEBRIS, a UNIT HEIGHT j elf M 6' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT G BASH USED AT FO®MEETING RAIL AND HEADIS[U- a =¢, 1 I I I HEIGHT CL 1�q I I &SERIES 1 MODEL DESIGNATION Fes. G7 6 Z 5813H 6" I 1 /-BIN 9_THE DESKmnON X AND O STAND FOR THE FOLLOWING; DLo� 1 g X=OPERABLE SASH,O=F0(ED SASH ,,-. opEw T�y`,i 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �a p•. �CEN ,,p I 5 LOCATION. JG: v F •Y-4- D I I 5 11.EXTERNAL WEEP SLOT=1/4'x l"LOCATED 4"FROM BOTH ENDS. C ' -- S'p' STATE OR •FLS C 5 A —— Lucas A. 1'OFa4. 3WT GLASS DLO Tumer #hinte,�.�'` 38 5116"MAX,SASH WIDTH 2013-04-11 15:18-04:00 4111/21015 LNORTH CAS A.TZ . FL PE1239 JABPO6PH.541 • •• • • • • ••• • • • • • • • • • • DE •• ••• •• • • • •• GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS oruwm 8Y E: GENERAL NOTES&ELEVATIONS...........I ••• • ADE 10/1 D/13 SECTION VIEWS&GLAZING DETAILS-2 MAS IAIIT SIZE DEMON PRESSURE RATING IMPACT RATING a� ANCHOR EXTRUSIOSCHEDULE&NOTES................4 • •x +!-60 PSF LARGE MISSILE IMPACT I:WS B71 INSTALLAnON DETAILS.........................S SHEET 1:15 1 OF 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR WI 1900 SW 44TH AVE. OCALA,FLORIDA 34474 1 1 e WWW.CWS.CC am PVC HOFM SLIDER 7 2 IMPACT w a 0 1 3 Y w SECTION 13-5 N 5 71 NOTE FIXED LITE AT HEAD AND SILL IS SIMILAR. o N W Q CL W W r U 7 C1 O ,8 mQ0 1 4 `,QU•rrrrtr+r IMPAN HOOK I 71e^OVERALL `y CESN o R s N. 58201 V5'ANNEALED or TEMPERED _IIVVTERK}R7118'AIRSPACE 02ZP ATATE OF j AJ6118°LAMI_ _(TYpANNEALEDO{1 tDONLYPENGAGED PRIDR .084 DLIPMT PVB INTERLAYER "rRlmiO HURRICANE FORE WINDS fY�f- 4 { 1EDATTHIRDPOOVTB i/B'ANNEALED 4/11/201$ gl � T GLAZE PI-rX 552 LUCAS A TURNER,P.E. FL PE A�1 1239 JABARA AVE. NORTH PORT,FL 34288 • • PH.941-300-1574 8HEE•.• • TDESCR MASS BITE SECTION VIEWS AND GLAZING DETAIL SECTION A-A HEAD IMPACT HOOK AND TE • • • • • • • • • • IAMB SWEEP LOCK LOCATIONS ADE 10/10/13 • • • • • • • • • • • 120 o •• ••• • SEICTION C-Ce • • • • • %"FINATI!iAFR" 0.0 ••• GLASS TYPE A CWS-871 B 1:1 SHEET 1 2OF5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS UST iT@VII PARTO DESCRIPTION VENDOR MATERIAL31/8• OWNER CONSTRUCTION 1 H•1497 Saint.Sall me M .Rall Keymark Alum 31A3•—� t iPC 2 14109 ROW.6.B.RJS.S.R, Keyrrmrk Alum wNww57816175 8 6 3 190DSW 44TH AVE. ffl 3 14-1 Meet.Rall,Fxd Keymark Alum OCALA,FLORIDA 34474 4 H-8052 Bull Topfi3w.Rail Mkron PVC 211116" tna• swill' vte` 2tl8• vis• WWW'CWS'CC 5 H-6048 Main F►.,SH,w/Fin.,PVC mum PVC 4 CORNER WEIR 6 I+SD60 Sash Meet.ReO,PVC Mlkron PVCL (RNER EES PVC 7 H 6051 Sash Stde Rail,PVC Mikron PVC 1• It ��s��R 8 H�049 Main Fr.,SH,ttdFlg.,PVC Mikron PVC PVC FRAME FIANGE•8048 FOODRAIL-1636 ��pa� 9 P-3029 Screen Pull Tab Summit PVC FRAME FW S(Sie 10 P-3033 Screen Spring,SS Hurlsy 1 t&p 1 3116' t ,^ 11 P-3113 Screw Suppml,PVC Tears PlatstIc Rubber 2zh� ens 12 P-3216 Screen Frame Aiimetai RallForm GFE 4 Tmiz � 13 P-3228 Screen Splft,.U�Dia.,Bk. Dam 1 6t8 1 eie' l 1 Sr16' c Y W 14 P-4754 Teen Frame Comer Key Allm�ai Nykm 1118• itir 1/18 FDMDMEETINB RAIL }m 15 P3342 Seam Sealer,SM 55W Schnee Sllk one LV L SCREWED TOGETHER WITH y 18 P-3352 Set.Blk.,Its Dur.,118•x 5Je x 2•Lg. Frarddowe Rubber P%c SASH MTG.RAIL-ON PVC SASH SIDE RAIL-eat PVC SASH TOPIBTM RAJL4a2 PVC FIXED RAIL COVER-Goes O�A� 1:8 17 P-3429 JWM.0.270 x.187 ick FlnSeal,an UltraMb 18 P-3539 1#0 x 31V Square TEK 2 Zirrc Festenal Stow N m 19P-4730 IN x 1/2•Truss PH TEK 2 enc Fastenal St®el 0 3t19• 5J8' 3w 20 P-3752 lCap Plug,1/2•Hole M&M Nylon 1" 1 15/16" 2 a m 1116 o ,� ar O 1ne• J_ c� 21 P-5250 SPring Lode,impact PVC hdeflOck SASH MTG.RAIL-1497 SASH REINF.-1699 [ij c 22 P4779 lRaft,Tandem M&M Nylon L 8° I 15118• 23 P 4081 118%1 1!4 Ph FH TEK,Vdht. Fastelml Steal 7118° 1 114" m ¢ Z 24 P-4M Keeper,Impact,PVC fterlock 7Ar arts• 3PI" 25 74479 Weep CaerxdFlap M&M Nylon 1n� ,`��a+"�yS10�RE�W t�, 28 P 48311 fl8 x 21/2 Ph TFuss SMS Alex Steel PLAN VIEW19sel HEAD IMPACT i�OM-1899 � Ute' IlIF .00.1 !MS $e'-.'N 27 P.4M Rotary Lock Sulliwm Zmc ROLLER TRACK-17M ;'W" S&R./B.S.R.-1499 Ne 5$201 � 28 P49,'i2 Keeper,Ratmy Lock SUIIKW Zw o wlir e 29 7-4959 Wstp.,0.42D x.187 back FlnSeal,Gn Ulfrafsb O 114' rr71at° j1•L STATE OF �7J: 30 P-4M3 Barrel Fastener Fastenal Steel 41 !,_..�� , :�b. 31 S-1112 ReInkreement,Head Keymatk Alwn —6" I �, 71� �r I> —eJ 9y� s��R�.fO`�`� 32 5.1498 ReW.S.B.R/S.S.R, Keymujk Alum 6iB PVC OLAZEBEAD-8084 �� ina• +pnjn„fc��,�• 34 8-1778 Roller Track Keymark Alum � 1116" GLAZE BEAD-1112 35 S•1999 lFrame Hook,Head,hpect Keymwk Alum PIAN VIEW-20x0 PANEL IMPACT CATCH.MW XZ 36 S-21XI0 IlPanal Catch,Head,Imperil Keymark AWm 112" i 1I8•y 3ra• t 5/te^ 4111=15 37 S-6005 Arrtl Lift ANkron PVC6 Lines LUCASFLP U1 P.E. 38 B-6013 Sem.AdW.,w!Nib,PVC h0ron PVC --�~ 12 39 66D14 8cm.Adept.,PVO M V • PVCSCREENCATCH•8013 �CANTIIJFT-6003 1239 JABARA AVE. • • SCREW SUPPDFIT3113 NORTH PORT,FL 34288 40 Sit Fixed lel Cow • MRamf •7PV0 • • • PH.041-M-1574 41 S•6064 Glazing Bead •Mfkrorb •9VQ ••i •• SAW 1 t!a' SHW . 42 QLASS SEE SHEET2 • • •• 43 Pudect C3laae'H',S1kaFlax 552 Flankel/Sk. 810tbne ins° ROM AND EXTRUSIONS PVC SCREEN SUPPORT-6014 D R • • • • • • • • • • • ADE 10/10/13 • • • • • • • • • • • LINE rrE S NOT USED: • •• • • • • • • • • CWS-871 8 33 NOTE:ALL EXTRUSIONS ARE ALUMiNIMI W 31TS UNLESrd OTHERWISE NOTED. SHEET 1— 30F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t11TMAX O.C.(rra.l VVINDOW OMPISM V MAX(TYP.) _ 1900 SW 44TH AVE. 3°(rYP.) 6-MAX(TYP) t.�3•RYP•) SEE NOTE 2 d'MAX(TYP) 9'MAK O.0(TYP.} SEE NOTE 2 WWW W,CWS.CC FLORIDA 34474 r —— INSTAUATION _- -- - -- �PVC ANCHOR(TYP.) i ' INSTALLATION H0�SUDER M I ' ANCHOR(TYP.) IMPACT' MNL O.C. (TYPJ 17" a MAX O.C. O 1 x ' O I x I "' /� © Lu 4 m W Z O Lu N W Z Lu -- -- a 8 Q ANCHOR LAYOUT-ffLANGEI a POUT- o m a `d�pstrrrrrh '�JGIt+�.�4�0E1YREW 3F NCTES: :3T: STATE OF r1 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. g'�+g<O R tea: �� hi �OIVAL �`a 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114°. USE SHIMS WHERE SPACE GREATER THAN 1116•IS PRESENT, LOAD BEARING SHIMS SHALL BE h+rnt rrrr+<� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3 ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TAB1,SHEETS. 4/71 0 LE 95 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REAC710M FL PE R 56201 1239 JABARA AVE, 5.INSTALLATION ANCHORS SHALL BE IN ACCORDAleftr"4C ~&4RC1SJMAUATtON INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED W SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 5. • • •• • • • • • PH.941-38D-1 574 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEVDND WALLOR98BING OR STUSCO.FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROURRLLEDCIMIO MA` INCLUDE BUT DO NOAREQURE 1X WOOD SUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3°FOR MASONRY,1•FOR WOOD AND METAL, URA DATE • ••• • • • • ADE 10110/13 S.WOOD OR MASONRY OPENINGS,BUCKS ANDWSK FASTENER86WRL BE PfOPERLIY(1ESIBNBD BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE s; SUBSTRATES SHALL MEET THE MINIMUM STREATH R;QUTR•EMEIM Af SVN44 IPFrtALE;SVIET 5.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CW"71 - B 9.SEALING AND FLASHING STRATEGIES FOR CT I L 4TER RE91�1N 8�i.5T44A•TIC14&TALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FWAAMA tOO(FIN WINDOWSy FMA/AAMA (FLANGE WINDOW ), FMAtWOMA230(BOX WINDOWS),FMAdAAMNWOMA 30WXMRM DOORS) 120 4 E 5 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • MR EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE I SUBSTRATE BY OTHFAS W}NID $YSTe'IB MIN.ED(�DIST. v4•MAX SHIM SEE TABLE 1 MIN.EDGE DST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1 MG SIN 44TH AVE. SEE TABLE 1 wWW. 34474 SUBSTRATE BY OTHERS t/4•MAX b'HtrA i OCAL.FLORIDAFLORI SEE TABLE t Mal.EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TABLE i _ IN INSTALLER DO INSTALLATION ANCHOR �IOR 0 SLIDER INSIDE AND OUT BEHIND SEE TABLE 1 MR EDMVVT RANGEPVC SEABYBY INSTALLER SEE TABBLE 1 IMPACT 114"MAX SHIM ui a PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER d BY NLSTALLER INSIDE AND OUT BdSIDE AND OUT INSTALLATION ANCHOR INSTALLATION ANCHOR SEALANT BEHM SEE TABLE 1 q m SEE TABLE 1 FLANGE BY INSTALLER SEALANT aEHIND N FIN BY INSTALLER HORIZONTALSECTION �� HORRONTALSECTION U 8 TYPK:AL JM�ANCHORAGE 6 TYPICAL FIN ANCHORAGE to HEAD AND SILL SIMILAR FOR FIN INSTALLATION m Z W x 8 O Q a lie MAX SHIM U¢�y Qd 7d fA BEHIND FLANGE YIINSTALLERPERMETER SEALANT BY INSTALLER ENT i Q maZ IN&DE AND OUT �a �SDRE h� f•��7��.+��CENg tptiA�� SEE TABLE SUBSTRATE BY OTHERS SEE TABLE 1 MR EDGE DST. *• ,k i*S SEE TABLE 1 A VERTICALSECTION STATp OF =1V S TYPICALSILLANCHOR I .yO��.ti'.a ORL 1•r�w�► TABLE 1:APPROVED INSTALLATION FASTENERS 4!�l2015 FRAME TYPE LUCAS A.TURNER.P.E. 0,r[ANGE CONCRETE(20 KSI MNL) 16•ITW TAPCON 71-Z 77Ar FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(283 KSI MIN.) 3/16,ELCO ULTRA 001-0INSIDE AND OUT HOR2UNTALSECTION PH.941-38p-1574 FLANGE GROUT-F[LLED CMU(ASTM C•90) 3118 ELCO LA.TRACO • S BOX FRAME INSTALLATION T FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/18• TAP56N HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO UILTRACON FLANGE 2X MIN.SOUTHERN Pm(G-0.55) #10 WOOD SCREW FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING TILE FLANGE, FLANGE16 GAUGE(0.080-)MIN.STEEL STUD #10-16 H0-TI KW1K-gEXQ%iww UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: §Mmws-y.-(33 KSI YIELD MIN) TEKS SEL F-OF& "SCR$W . ADE10110!13 FLAN1/3`ALUM,(8053-75 MIN.)OR #10 GRADE 5 S 1 -MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED G I: 'E IM STEEL(33 KSI MIN.) DRUM SCREW • •• qHm 0A� ••7(18 INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS 871 B FW 2X MIN.SOUTHERN PINE(G=0.56 ft WOOD 1-112' 1/2• SHOWN FOR FLANGE WINDOWS. SHEET 1� 50F5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Page 1 of 2 Florida Depmeiit1 aCtS Nome Lop in ; User Reglsb atlan Hot Topica SubrOt Surcharge Stats&Faom _ 3usines o, Professi proval t Iai US�uublicUct ser Regulation Product Aarsroval Menu>product or Aooltratton Search>AOMIcation List>AP limbo"norm FL# FL16736-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived F7 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Emali 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 •••• ekoss@cws.cr • • • • •••• •••••• Quality Assurance Representative lay Lathrop •0 0 •••••• 0• •••••• •• • •••••• Address/Phone/Email 1900 SW 44th Ave. • Ocala,FL 34474 • • • • • (352)36$-6922 Ext 291 •••• •••• i•�•�i 'lathrop@cws°cc • • • • Category Windows • • • • • •• •• Subcategory •• • •••••• Horizontal Slider • Compliance Method Evaluation Report from a Florida Registered Architect or*"iR ed • Florida Professional Engineer ' ' ' • ' IZ Evaluation Report-Hardcopy Recehned• • 0••:• • • Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 91 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R1_ C01 EvaiFiep CWS-8715(HS-8200. 7403 IMP).iodF Referenced Standard and Year(of Standard) Standard Year AAMAJWDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PAITAS 201/202/203 1994 Equivalence of Product Standards Certffied By h4://www.floridabuilding.org/pr/per app_4tl.aspx?param--wGEVXQwtDqugobl%2flZm6... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 SummarV of products FL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use In HVHZ:Yes EL16736 RS II CWS-8718 IHS-8200.74x63,IMPI.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressures +60/-60 Evaluation Reports Othert Large Missile,74"x 63,DP+/-60 psf.Outer lite in FL16736 RI AE DuPont PVB NOA 13-0129 ZZ.Ddf I.G.must be safety glazed when used above 30 ft.In HVHZ. FLIS736 R1 AE EvalReo CWS-8718 fHS-8200.74x63. Glass Complies to ASTM E1300-04. IMPl.odf FL16736 R1 AE ouanexfMikron)NOA 12-1017 02,ndf Created by Independent Third Party:Yes %16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 63",XOX. Limits of use Installation Irkructions Approved for use In HVHZ:Yes 836736 R1 II CWS-869B(HS-8200 111x63.IMP).pdf Approved for use outside HVHZ:Yes Vertfled By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports •••• Other:Large Missile,111"x 631,DP+/-60 psf.Outer lite FL16736 R3 AE D PV NOA -0129 2'/ f 0' 000000 In I.G.must be safety glazed when used above 30 ft.In FL16736 R1 AE DuPont SGIiNOA1*062_4 02.Dd • HVHZ.Glass complies to ASTM E1300-04. FL16736 RI AE Evalikep S•tfK9BtHS-820;)!l1 00 IMP). f 0000•• •• • 000009 FL16736 R1 AE xMikr N Created by Independent Thlr es ' ' •0000• 0000 0000 0000• Back PER • • 0000•• •• • •000• • • • • • •• •• •• • 0000•• .tl$::1940 North Mdnroe Street.Tallahassee FL 323N Phnne:80.4W-1834 �'� • •• The State of Florida Is anAPJEEO employer. te of Florida.::Privacy Staement::Amcalha•lvStatement.• • • "."• • • • • • Under Florida law,emall addresses are public records.If you do not want your e-mail address released in response to•publ*-reabrds request,do not send •••••• electronic roan m this entity.Instead,contact the office by phone or by traditional mail.V you have any questlons.pleasA*tact 056.487.13990 MIRSSOant to • • Section 455.275(1),Florida Statutes,effective October 1,2012,Iklensees licensed under Chapter 455,FS.must provide the Departnrent with dh emae ad&=If they have one.The emalls provided may be used for official communication with the licensee.However small addresses are public record.M yoUW not vA9h to supply a personal address,please provide the Department with an eman address which can be made avanable to the public.To determine If you are a licensee under chapter 455,FS.,please dck,her€. Product Approval Aagpts: 1E securitveu l nn•h http://www.floridabuilding.org/pr/pr_app_cite.aspx?param=wGEVXQwtDqu8obl%2flZm6... 6/24/2015 URNS 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 869B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 50` Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-869B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-3,-3A,-4,and 4A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440`08 4) Supplemental Calculations to support CWS-869B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-869B. .'•". • • ..•• ...•.. Limitations of Use: This product: ••.... .. . .•.••. • May be used up to the sizes and daylight openings indicated in CWS-869B „•;,, , • Achieves design pressures of+/-60 psf •••••• .... .... . . Is Large Missile impact resistant and does not require the use of shutters ••••• •..•.• ..•.. • May be used in the High Velocity Hurricane Zone **sea* ••••+ ••••• • In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-DWN.O.A. 13- 0 1 29.27t, 3-0129.27t,and in the fixed glass requires Dupont SentryGlas Interlayer per MiMbide N.OX. 11-0624.021 :...;. ""•' • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A+J JAJ 7.0e.... V••• . . t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5"Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. No 58201 iL/-;. 4/18/2015 r9: STATE of Lucas A.Turner,P.E. FL PE#58201 ID app,' ++• Lucas A. Turner 2018-04-18 22:21-04:00 GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1,THE PRODUCT SHOWN HEREIN I,SDESIGNED AND MANUFACTURED �SYSic^i�11'J TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVFR)AND 119M SW 44 IRIR DA E. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OC W CFLORI IN ASTM E 1998 PER THE FBC. 2.GLAZING OPTIONS:(SEE SHEET 2) a CONFIGURATIONS:•OX•, xo•. 8200 PVC 1121/a°MAX OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: HORZ SLIDER IMPACT-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111°MAX UNIT WIDTH GLASS TABLES ASTM E-13DO-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a INFILTRATION TEST PRESSURE AMID GLASS TABLES 4915/18' 24 5V ASTME-1300.04. mi a¢ ca.Ass A ouo LiLASS DLo E 0 8.ANCHORAGE-THE 331/3%STRESS INCREASE HAS NOT BEEN USED 7 W THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR W DETAILS.WINDLOAD DURATION FACTOR Cd--1.8 WAS USED FOR WOODIw ¢1 ANCHOR CALCULATIONS 641/4 1 MAX S.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT O REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT T FLANGE UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT 2 w :2 W RETORT I l B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WPM AND trQ ll FLYING DEBRIS. LTi MAIC7.ALL FRAMES AND VENTS FULLY WELDED,SMALL JOINT SEAM SEALANT rc 58 13/18" I I EIGHT D� 86 U4 USED AT FIXED MEETING RAd AND HEAD/STILL w ' D ' DIQ OLO S.SERIES/MODEL DESIGNATION HS-8200_ B m ¢ z 599/18' 8 8.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: MAX X=OPERABLE SASH.0-FIXED SASH 4tNnmwhy HEIGHT ' 8 `2.0'g P�'D'RE•" r'Free SASH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ��`pr.••�G BA1�q•'•�� I i D LOCATION. cG•4- F'•.y+y C � e ZNe Mol S �L -- - - - -- lj� 11.EXTERNAL WEEP SLOT=1W x 1°LOCATED 4•FROM BOTH ENDS, .* k = 2715/18° A C A 'A% BTATE OF lAU MAX.SASH WIDTH 9 �+��i fi�`�.S O R 14 F:��1Qr Lucas X +NpAti......viLy a` Tumor *zftnon+�`0` 20154)4-11 o;z_ 15:17-04:00 4111=15 LUCAS A.TURNER,P.E. FL PE A 88201 •• ••• • • • • • •• 1235 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • ••• • • PH.941-380.1574 • •• • • • • • • GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS..........1 DATE: GLAZING DETAILS.....................................2 ••• • • • • SECTION VIEWS 5 GLAZING DETAILS. ....3 UNIT S TEF 10/11/13 •DEI P UR IMPACT RATING = EXTRUSIONS&B.O.M.......... _................4 ANCHOR SCHEDULE&NOTES...............5 111"x63".• •• •.•+7,60 P9F.• •.• LARGE MISSILE IMPACT CWS-869 a INSTALLATION DETAILS...........................8 SHEET 1:20 1 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 190D SW 44TH AVE. OCALA FLORIDA WWW.CWS.CC 34474 I 8200 PVC 7/6.OVERALL HORZ.SLIDER 3/18"ANNEALED OR TEMPERED 718"OVERALL IMPACT 114"AIR SPACE tAr ANNEALED OR TEMPERED y. 7116"LAMI 3W AIR SPACE 3116"ANNEALED 5118'LAMI p .060 SENTRY GLASS K]NOPLA4T MTERLAYER 118"ANNEALED Y w }} 3116•ANNEALED .090 DUPONT PVB INTERLAYER m PURPECT GLAZE"H" 116"ANNEALED O SIKAFLEX552 �+ tN 0 $ w #,",KAFT(l T GLAZE"H' Ru Wcc (362 c w L t 1 ME GLASS BITE InI w iE USS BITE Ooz atllREls axingr �r�C7Q v ice•No 58201 L GLASS TYPE 3f' STATE OF 0 SAL02=ASS �'+OA GLASS TYPE A ,rte'h10N i FIXED t3LASS �..� 4/11/2015 LUCAS A.TURNER,P.E. FL PE#56201 •• ••• • • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-2160-1574 • •• • • • • ••• • •• ••• •• • • • •• GLAZING DETAILS DRAWN BY: E: ••• •i• ••• ••• ••• ••• TEF 10/11/13 • • • • • • • • • • • DWO ll —REV- • •• • • e • • • • e CWS-869 6 SHEET 1:1 201`8 ••• • • o • •o• • • • •• •• • • • •• •• P INTERIOR YYINDOgV SYSTEMS 1 19 or 49 1 14 1900 SW 44TH AVE. OCALA,FLORIDA34474 WWW.CWS.00 4 820 PVC HORZ SLIDER IMPACT JAMB ROTARY LOCKS JAMB ROTARY LOCKS: a o di 11 �9 3 2 5 6 1 7 9 1 SECTION VIEW D-D O w ¢ MAY BE SUBSTITUTED FOR JAMB to SECTION VIEW M IMPACT LOCKS ON FLANGE UNITS. F O 1 REOUIRED ON FIN UNITS. a N 4 Z> it ly oc o. 3137 a U 1 g v a 11 p m a Z J j i MHEAD IDSP IMPACT HOOK 1 .��•r��',pN 1 «b/T�'��i `i F(ITEMS 44&48) .��V4:•VBG B Af,S�G.p'L'•. Z.Ji Ne Sam ,�p•'y INTERIOR 3 o i STATE OF j 1v I 7jp1 � � moi'••+�1 O*.+\ d` JAMB UMT HOOKS OM 429 +'��fnMry OR ROTARY LOCKS(ITEM 23) 1 LOCATED AT THIRD POINTS. t �( 4/11/2016 !� I NOTES: -EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. t MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201 g ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. 7 • • • • • • • • • JAMBS OF FIN UNITS. NORTH PORT,FL 34288 • •• • • • • • PH.541-360-1574 • •• • • • • ••• • 1 • • • • • • • • • 519:ET P ; 1 SECTK)N VIEWS WN DATE SECTION VIEW A-A Ir. • •i• ••• ••• ••• ••GHEAD IMPACT HOOK AND TEF 10/11/13 • • • • • • J/�12PItT HOOK/ROTARY LOCK LOCATIONS I1 SECTION VAC-C�• ••• ••• ••• ••• 12DCWS8S9 B ALTERNATE FM SCALE:FRAME 5 ' SHEET 1:2 30Fb ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTB LIST 31/ CORNER CONSTRUCTION 8' ' ITER!PART# DEBCIBP710N VB,DOp MAT1331AL 3118' ks, 1 H4049 Main Frame,SHM.FPVC Mikmn PVC —3w 2 HAM Fixed hall,Heety Duty,Aluminum Keymark Alum / WiNDt7Y1r S11SiB7S 2 1900 SW 44TH AVE. 3 9-6077 Co er,HD Fixed Rag,PVC Mgvon PVC IMFOCALA,FLORIDA 34474 5 P4636 #8 x 212•Ph Mad Trow type ATE Al- Steel 211116' 1/16' 3 W18' 171W 1110 W W W.CWS.CC 6 P-3342 Seam Sealer,SM-%W SChne9 Silicone 7 8-1776 RollerTmck Kaymark Altmt (�ALLSIDESy Im PVC 8 S-5013 Screen Adapter,Jamb,PVC Mlkmn PVC L1" v>3' 1b I IORZFIZ.SLIDER 9 S•S014 Susan Adgller,Head&Sill,PVC Mikrorl PVC PVC FRAME FLANW-W49 PVC FRAME FIN-61148 HD MTG RAIL-1681 SU 10 P-4479 Weep Cow W Flap M&M NylonIMPACT 11 S-6084 Glazing Bead mfloon PVC 6 12 H-6050 Sash Mean Rail,PVC M&fcn PVC 1--23M6" t 6116' 13116,I 5 H 2 3118" 13 H-MI Sash Pull Rag,PVC Mikron PVC 1 T— 3 kiQ 14 H-6052 Sash ToWW.Rag,PVC MIS PVC t 6111 t ste- 15rg- 16,I 18 H-1407 Relnf,Sash Mast.Rag Keymark Alum Y LLI 15 W1498 Reift cement,Sash,Side Reil Keymark Alum 1118' ins lite* Iiia 2 g m 1� 17 WINS RuIrdomemeM,Sash Pug Rag Keymark Alum RAIL-MW PVC SASH SIDE RAIL-051 PVC SASH TOP/BTM RAIL-8052 PVC HD MIG RAIL COVER-6077 EO pyC�{tJITG. 18 P3429 Wstp.,0.270 x.187 back FInSeai, lAtrafab FtxZ e'D MEETING RAILLD 19 P3763 Lode,kltpaet,PVC Intwk)ck 0 3118• SCREWED TOGETHER WITH a OUfERFRAME m 20 P4051 #0 x 1 114"Ph Flat Tek,Win. Fastened Steel p 1:6 $ 21 PAM Keeper,impact,PVC Interlock 318' iIL n � a 22 P-3839 #8 x 314'Square PH Tek,Wit. Fastenal Steal I r+ 3+4•-f- 23 P4l $ Rotary Look trdeftek I t fJtB• 1• no, I- tQ24 P4633 8 32 x 12'eerrel Festerm Irtetock 16/1111 s. 111e" 25 P4M Keeper,Rotary Lock herfack 7w '1116' SASH tdi'G.RAIL-1497 L m C Z 25 P4779 Roller,Tandem M&M Nytml PLAN VIEWANS IMPACT HOOK-1� SASH REINF.-1889 HEAD ,�xi1I1D 27 P-3.541 #8 x 1/2.Ouad PH TEK 2 Z= Fastenal Stell 31 4. �� 28 GLASS SEE SHEET CARDINAL GLASS 0 ane' sits^ Ins^ 1 114• ,�sG; ct: p.. asF 4w4•'s 29 PLew Glelze'H°or 552 HankelfSka SRtcorte rr 7 s Ne 58201 ;SA I 30 PISIMS Set.Blk-,8.5 bar.,1/8'x 71W x 2"Lg. Frank Lorne Ruth 6 B• `—Ills. 31 Pt/ts" �j 518"�+ S B.RJS.S.R.-1498 ^g= 3218 Screen FAl rame Mtetal RogFomr 88 ROLLER TRACK-1776 Spay STATE OFF 32 P-4754 Screen Croner Key Allmetai Nylw ills 114• ipc�yti.�O 33 P4755 Screen Comer Key wSatety Tob Allmetal Nykm PLAN VIEW-2000 PANEL IMPACT CATCH•2000 1 t 718-{ •�:�� "'•��• 3d P30M Screen Pull tab SummIt 718' I �aNlNiniM 35 P3M Screen Spling Fla Spdrlg S8 G 3118. }_ � 36 P3228 ScreenSpgneDaps O 37 PVC GLAZE BEAD W04 L tits' 4111/2015 P4772 C�tl Flbergias9 GLAZE BEAD-tt12 LUCAS A TURNER P.E. 40 P-3113 Scw Support,PVC Team Plastics Robber L� ��. 1J2 r 118° FL PE U TURNER, 41 P-3752 Cap Plug,112^Hole M&M Nykm 201 •• ••• • • • • • •• 18116° 318' 1 silts" 1239 JAIdA58 AVE. 42 8-1577 Impact Hook,Frame,Jamb Keyrrtark Alun • • NORTH PORT,FL 34288 • • •• • • • • • 718' 1116' �® PH.941380.1574 43 5-1112 Relydbrcemlult,Head,Jamb Keymark Alum • •• • • • • ••• • • 1116' PVC SCREEN CATCH-6013 IC>Fk 44 S 2000 Impact Channel,9aBh Keymtek Alum •• ••• •• PSN VI ft-q,�• PVC ANTI-UFT-6006 45 P3749 #B X5/8 Ph FH TEK,Zinc,Painted Ajax Steel ALUM SASH IMPACT HOOK-1611 BOM AND EXTRUSIONS �Iwiwl� 48 5-1999 bnp�t Hock,Frame,Head Keymark Ahun 3116'.11.---3' 112'47 H-W48 Main Frame,SWHS,Fin,PVC Mikmn PVC46 5-60$6 Roger Ttack,PVC,(Ards-1111) Mkon PVC • • •i• ••• ••• ••• •• 1�111111TEF 10/11/13 49 P8250 Lack, PYC,w/FI • • • • • • • • • SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 p Impact ipper ImedOCk • • • • • • • • • • - 50 P4730 #8 x 112'Ph Mod Ttuea TEK Fasterlal Steel • UNE MS NO'y'Ep;•• ••• ••• CYUS S6s B 4' NOTE:ALL EXTRUSIONS ARE ALUMINUM S063-T6 UNLESS OTHERWISE NOTED.39-39 15 � SHEET 1:2 4OF6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3•(rvP,) ISM SW 44TH AVE. W MAX rM.)-may 31(TyP•) j� }.181/d t� SEE NOTE 2 4'MAX�)'--^� S'MAX O.C."P.) OCALA.FLORIDA 34474 G'MAX ITVP.) !I i + [MAX i 4•MAX�P,)-LFT WWW.CWS.CC INSTALLATON - -- -- am PVC ANCHOR 0".) IOR7-SLIDER oc. IMPACT Max D.C. X X ITYP) 0 Lu ANCHORYWT-(FIN) w O ANCHOR LAYOUT-(FLANt3E) n o c w U Lu a maZ ti 3.' N• 58201 0*+= NOTES: T.-7 i STATE OF :4u� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEADOki. r�* 4 a p�0 r fl\X•�� ,'"Irl.f jptlS a,,•, 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX ALLOWABLE SHRA STACK TO BE 1J47. USE SHIMS WHERE SPACE GREATER THAN it1S`IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET B. 411112015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING DISSIMBAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE*58201 1239 JABARA AVE •• ••• • • • • • •• NORTH PORT,FL 34288 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUR►CTURER'SiNSTiALI.4TION INSTRUSTKINS,AND ANCHOF�SHALL NOT�USED IN Si18STAATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1,SHEET S. • • • • • • • PH.941-380-1574 • •• .9: • • ••• • S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING Q%i?rgu (Y*FCSFj,C�1N� U•j3P (,g,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE : INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY VCWDE BUT ddNOS REpURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MIMMUM CENTER-TO•CENTER SPACING SHALL BE MAINTAINED BETWEEN AlliFAVENERSIr FORrASONRY,_-FOR WOOD AND METAL eV 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL$E-�Y DESI NEp7 BQT* *GINEER OF __ TEF TO/11/13 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS N TALE,EHEETiCO M�SAN@MASONRY SUBSTRATES MAY INp BE INSTALLED TRANSFER WIND LOADS TO THE STRUCTURE. e • •• • • • • • • • • CWS 889 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANOEOF INSTALIATION SHALL BE DONE BYbTHERs FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA 100(FIN WINDOWS),FMAJaAMA 200(FL4NGE WINDOWS).FMAANDMA 2MMX WINDOWS),FMAIAAMAIWDMA 3M(EXTERIOR DOORS) 1 26 50F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MPJ.EMBEDMENT 9EETA6LEt SUBSTRATE BY OTHERS MIN.EDGE DIST. 116'MAX SHIN SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE �IVINDOW SYS17�'1b SEE TABLE 1 SEE TAME 1 BY OTHERS I SW SW 44TH AVE. SUBSTRATE BY OTHERS I 114 MAX SHIM SEE TABLE t OCALA,FLOR IDA 34474 SEE TABLE 1 II W W W.CWS.CC MIN,EMBEDMENT MIN.EDGE DBT. PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 IN INSIDE AND O INSTALLATION ANCHOR 8200 PVC INSIDE AND HINT SEE TABLE 1 MENT HORZ.SLIDER FLANGE BY BY[NSSTTAILER 1r4 MAX SHIM SEE�I IMPACT PERIMETER SEALANT C PERPdETER SEALANT BY INSTALLER BY OJBTALLER INSIDE AND OUT o INSIDE AND OUT INSTALLATION ANCHOR Y Wq INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 6 t}h SEE TABLE 1 E BY INSTALLER SEALANT BEHIND FW BY PJSTRLLER B HORRONTALSECT07N r✓C1 HORIZONTAL SECTION 6 TYPICAL JAMS ANCHORAGE 6 J TYPICAL FPI ANCHORAGE HEAD AND BILL SIMILAR FOR FIN INSTALLATION W 4oa SEALANT BEHIND 1/4 MAX SHIM FLANGE BY INSTALLER tzi PERIMETER SEALANTm Q BY 04STALLER MIN.EMBEDSlENT Z R'SIDE AND OUT SEE TABLE 1 4••�f'OREW h��i 8UBSTRAT'EBYOTHERS Noec`po'-OzEroa SUBSTRATE 1 4 .. Ne 5=01SEE MIN.EDGE DIST. #S E TABLE t �,oj * S*� A VERIICALSEOTIDN SZ'9 i STATE OF rW 6 TYPICAL SILL ANCHORAGE %0�., s«�R+ aIONA mp`"0 xx TABLE 1:APPROVED INSTALLATION FASTENERS 41111201$ FRAME TWE SUROM ANCHOR TYPE LUCAS A.TURNER,P.E. CTE CONCRETE 1111"LO OMMU KSI MON.) 3118'ICW TAPCON 1-112' 1- PERIMETER SEALANTFL PE#58201 Z BY INSTALLER —Tt1239 JABARA AVE. FLANGE CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTMACON • •• •1y • i 1• INSIDE AND OUT NORTH PORT,FL 34288 D HORIZONTALSECTION PH.641-3801574 FLANGE GROUTFOiED CMU(ASTM C.90) 311W ELCO ULTRACQN • • 11' • 31/2' 6 BDX FRAME IN9TALLATXXd SHE nqv FLANGE 2XMIV.SOUTHERN PINE(0.0.56) 3116'ITW TAPC8I@ • • 13/8° 7A1' HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTHACON INSTALLATION DETAILS FLANGE 2XMIN.30LITFiERN POSE(tie0.55) #10 WOOD SCREW 1-318" 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE FLANGE 16 GAUGE(0.060°)MIN.STEEL STUD #10-16 HOLTI KWIK+EV43R RW •FULL VftEAD • UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED; WMWW'" (33 KSI YIELD MIN) TEKS BELFCRIN-M6CRE W •IHikU alum • �( °• TEF 10/i 1/13 FLANGE 118 ALUM.(8063.16 MOV.)OR0 GRADE TINQ/ • TH"#IEEAD • -MIN.1/4'FILLET OF CONSTRUCTION GRADE ADHESIVE CAULK IS APPUED 1AP STEEL( KSI MIN.) DRUM SCREW •• •1}V� 2g• • �• INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.PRODUCT PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS B FW 2X MOV.SOUTHERN PONE(00.88) l#BWOODSCffEW SHOWN FOR FLANGE WINDOWS. S SHEET 60F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 2 - _ I, Liz Florida Department+ B=Hama Log In ! User Registration Har TOPba Submit Surdwroe Stats&Fates Busirtes ��, II M ProfeSSi �1 Product Approval USER:Pubk User Regulation Product Aaory ai Menu a Product or Aoaliwhon Search a Aoallratlon tlst a ApplkmVon®etas FL p u4850-R2 Application Type Revision Code Version 2014 Application Status proved Comments Archived L2 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss®cws.cc Authorized Signature Koss Erin ekoss0cws.ec Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc 0000 • • 0000 0 Quality Assurance Representative lay Lathrop • • . 00.0•. •• • Address/PhonelEmall 1900 SW 44th Ave. •• • 0 a 0 •0 Ocala,FL 34474 009••0 •• • •9.99• (352)368-5922 Ext 291 • 000000 jlathrop@cws-cc • :0••0 0000 0000 • • 0000 •0•• •9.9• Category xterior Doors • • 0• 0 • 0000• Subcategory Swinging Exterior Door Assemblies 00• • 0••0•0 •• 09 •• • 0.9.9• • Compliance Method Evaluation Report from a Florida Registe'm Vil}ect or a Lioetsed 0 Florida Professional Engineer • • 0 • 060000 EZ Evaluation Report-Hardcopy Received • i 00 0 0 0 • • • • • •0.00• Florida Engineer or Architect Name who developed Lucas Turner 0••• the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urlch,PE W Validation Checklist-Hardmpy Received Certificate of Independence FL14850 R2 Col EvalRep CWS-641B(FD-8750. IMP).odf Referenced Standard and Year(of Standard) SUM1111111A wear AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquHIFzfePouW... 6/24/2015 Florida Building Code Online Page 2 of 2 ` Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FSC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products FL!R Model,Number or Name Description 14850.1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710 Sidellte,Impact. Limits of Use Installation Instructions Approved for use In HVHZI Yes FL14850 R2 11 CWS-6418(FD-8750,IMP).Ddf Approved for use outside HVHZI Yes Verified By:Lucas Turner 58201 Impact Resistaratl Yes Created by Independent Third Party:Yes Design Pressuret+70/-70 evaluation Reports Other.Large Mlsslle French Door w/Sidelights,Max. F-L14850 R2 AE DuPont PVB NOA 13-0129 27.pd French Door 6'x 8',Max.Single Door Tx 8',Max.Sidelight F114850 R2 AE DuPont SGP NOA 11-0624 02.odf 3'x 8',DP+/-70 psf.Glass complies to ASTM E1300-04. FL14850 R2 AE EvalRea GWS-6416(FD-8750.IMP).odf FL14850 R2 AE Ouanex ikron)MOA 12-1017 02.odf Created by Independent Third Party:Yes Contact Us::1n Nord!Monroe Simat.Tallahassee FL 32399 Phone:95DA87-1624 The Stat@ of Flotilla to an AAMED employer. ::A2raa&Mb 5atw=::Refund State 0006 Wider Florida law,emall addresses ata public records.If you do not went your e-nmil address released in response to a publltrrecords requedt,do trot s*W electronic mall to this entity.Instead,contact the office by phone or by traditional man.If you have any questions,pleaAb cordacMo.467X195!'Pu%%nt to •••••• Section 455.275(1),Florida Statutes,affective October 1,7012,licensees licensed under Chapter 455,F.S.must provide Ara De with an II address r • they bane one.The emalb provided may be used forofiiclal communication with the licensee.However•mall addresses ar4%tilk r6wrd.If V�do WNW • supply a personal address,please provide the Department with an moll address which can be made evallable to the publc•Tg SekW tf you eRaa lower •••• • Chapter 455,FS.,please ddchaL. • Product Approval Accepts: •••••6 6In in • • ® 0000•• 0000 0000 • • 0000 •60• 66606 actual sutaw%, • • •00.0• •• • •000• •• •• •••6 000•••• • •0000• • • • • • • • • •660•• •666•• • 6 • • • • • •006•• •• • 666• ♦ 0 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquH 1 FzfcPouW... 6/24/2015 46 Ul r R1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. 429779 Evaluation Report 641B April 18,2015 Product Description: Series SD-8700,FD-8750, SLT-8710 PVC Swinging Door,LM Impact,3'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 56' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.'Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-641B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3761-1,4A,-1B,-1C,-2,and-2A from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA IOl/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-641 B. . . .... ...... Limitations of Use: This product: . . • May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and 36 3/16"x 91'f§ijelite s'es,••• •• with glass types and max.glass daylight sizes as shown in CWS-641 B •,•; • + Achieves design pressures of+/-70 p.s.f. .••• s••• ;•••• • Is Large Missile Impact Resistant and does not require the use of shutters ••••.o *660* •.... • May be used in the High Velocity Hurricane Zone **Soso s o * ..... • Anchors indicated in CWS-641B shall be pan or hex head type and shall hav8 819had or waftr*'- '•••;• (integrated or separate)diameter of 0.420"min. •;•; • • Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.024t • • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.274 •• *see •••• • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#12-1017.024•.• t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5s'Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. ,•',-i No 58201 6�7�'�, /` 4/18/2015 Lucas A.Turner,P.E. �9 STATS OF �-*Uf FL PE#5$201 max•:tet+%:. trJ�:� 114 \, Lucas A.Tumer •,rj� ,all ►+t� 2015-04-18 22:03-04:00 � GENERAL NOTES:<: �yy SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN ISDESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORmA BUILDING CODE(FSC),CURRENT EDf110N INCLUDING THE HIGH VELOCITY HURRICANE ZONE"A4Z)AND 1400 SW 44TH AVE. IS BATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 79"MAX FRENCH DOOR WIDTH 36 3118°MAX. IN ASTM E 1 NS PER THE FOC, W W W.CWS.CC SIDELITE WIDTH 37 SB'MAX 335W MAX 2 GLAZING OPTIONS:(SEE SHEET 4) PANEL W IDTH PANELWIDTH 265W 22W S.CONFIGURATIONS:SINGLE QUTSWINQ,SINGLE OUTSWING 8700/10/50 PVC w/SIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) WING DOOR � GLASS DLO GLASS DLO WSIDEUTE(S),SIDELITE NOT ATTACHED. � IMPACT — -_ -- 4.LOOK OPTIONS: g/• I -T-- 9 �A.DOUBLE BORE w/WO(2)INTERIOR FLUSH BOLTS. r MAX MAX HANDLE SET a 38• UNIT 8 MORTISE LOCKwl TWO(2)INTERIOR FLUSH BOLTS, do HEaiHT E E HEIGHT HANDLE SET034' C.MLILTPOINT(4 PT.) we 96 3118' C C D 94 Wr HANDLE SET @ 34' MAX X X FLUSH BOLTON ! 12 MAX. ABOVE 88': 0) PANEL INACTIVE PANEL I O PANEL A.MULTIPOINT(5 PT.) 0 z HEIGHT HEIGHT HANDLE SETO 34' LL 0 B a o y 84 3/18• 11 �• 5.DESIGN PRESSURE RATING: z GLAD SEE GLASS NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND ¢ e p ul DLO NOTE 4 DLO GLASS TABLES ASTM E-1300-O& $' 1! r. I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ! INFILTRATION TEST PRESSURE AND GLASS TABLES tU Off MAX SINGLE ASTM E-1300-04. A DOOR W IDTH C p 11 37578"MAX D 12 8.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR m d FRENCH DOOR PANEL WIDTH SIDELITE DETAILS.WINDLOAD DURATI[O N FACTOR C&1.8 WAS USED FOR WOOD 25 sr CLASS DLO ANCHOR CALCULATIONS. �0yO WDREVIrT4.i PA 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE ,�OGprr'•.v�GE1Y$fi.•rvp!�i,*. �— 81/2 NOTE NOTREOUiRED. ! HINGE SPACINGS ARE 8-1/7 Me 58201 .s 9T ! FROM ENDS AND 2D'MAX O.C. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS MANIT 20' FOR 81'TO 9T UNrr HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. n HEIGHT 9.SERIES/MODEL DESIGNATION SD-5700,FD-8750,SLT-8710. 9O STATE OF -- 10.THE DESIGNATION X AND O STAND FOR THE FALLOWING: '"Te F +� to C$�•,, 953116. �6 ! X=OPERABLE SASH,0-FIXED SASH h�is�Of►A{. �•• +nrnm+ PANEL HEIGHT B X I B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR x x 84 3118' 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUGAS A TURNER P.E. DUD SEE SEVERE WEATHER. FL PE B 58201 LillNOTE 4! 13.QUALIFIED ALTERNATIVE LOCKSEWDEADBOLT HARDWARE IS 1239 JABARA AVE. ••• 4.-R GRADE 2 BY PAMEX AND DELANY. NORTH PORT,FL 34288 PH.941380-1574 14.MAX PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR• • • • NON-MULLED UNITS, TABLE OF CONTENTS ••SIN GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS........1-3Lucas A. DRAWN M GLAZING DETAILS. 4 MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING Turner SECTIONVIEW3........................__»....57 SIDLE • • • • • • • 2015-0422 ADE 09!08/11 SAM....................__......_..._.,.,.„ ,.,.........6 37—:ai'8�x -3J1fi� • . • • bwum E)tTRUSIANS_.__..._.. ......,....,...............9 1025-04:00 ANCHORBGHEDULE&NOTES......._.....10 FRENCH •• • • • ' : • ::7$ SF LARGE MISSILE IMPACT CWS-841 B INSTALLATION DETAILS....._.............11.12 SIDELITE .'-5/6RX94-5/88 • • • SHEET 1:35 t OF 12 • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f 151316"MAX UNIT WIDTH36 SI EILITE WIDTH MAX FRENCH DOOR WIDTH uurly A(117j1 1900 SW 44TH AVE. lel+ OCALA.FLORIDA 34474 PANELWIDTH 37 r ANBELWfDTH MAX P� WWW.CWS.CC 8700/10/50 PVC 9r MAX SWING DOOR UNIT Hr IMPACT n !SIDELIfE O X O EL _ HEIGHT HEIGHT o q �� Y. w 51DEL�ITE D83 j A0 843118' It d m SEE PANS DOOR DLO HTE 4 GLASS 6 a o CA > 22 5ff 518' Wa a Ir GLASS DLO GLASS DLO a FRENCH DOOR wtSIDELITE3IL IL iL I m � z 1153116"MAX UNIT WIDTH 763/16'MAX UNIT WIDTH— ��aaaaaa�SORf1b►T►►,,i 363/18`MAX 79" J�GQr'�aOflNSFG�y�►s SIDELITE WIDTH 'ice MAX FRENCH DOOR WIDTH 36 3118"MAX 40"MAX SINGLE �J 58201 S�t� SIDEUTE WIDTH DOOR WIDTH 335V MAX. 375M MAX 33 5/e"MAX37 6f8 MAX PANEL WIDTH II DOOR WIDTH PANEL WIDTH DOOR WIDTH STATE OF ,,AU MAX 97' a►s�ONA� aa` UNIT MAK h►►n�a�ri+aa HEIGHY UNIT HEIGHT 95 3!18" 4/1 DELA O X X 95 3/16' SIDELRE PANEL LUCAS A.TURNER,P.E. HEIGHT PANEL HEIGHT O X HEIGHT FL PE#58201 B3 • • I e• i i •e• NORTH POR 39 JABARA A34288 SIDELDE .e • • • • • 83 5w 84 3/16• PH.941-380-1574 GLASS SEE INAC*VE • • • ••• • S6)ELITE DOOR DLO NOTE • GLASS SEE GLASS rG 7N �LTN SHT1 P i i • ••• • ••• DLO NOTE 4 DLODLO SHT 1 OTES AND �_ VATIONS '-BRAV BBY: E: 5/e" • ••• ••• •e• ••• 22 5B 28 5/&" ADE 08/08/11 GLASS DLO DL o • s • • • e o GLASS DLO GLASS DLO a 0: •• • • • • • • • • • • •• • • • • • • • e SINGLE DOOR WISIDEUTE CWS-641 B FRENCH DOOR WSIDLITE• • • e • • SHEET 1:35 2 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 40•MAX SINGLE 79•MAX FRENCH DOOR WIDTH 363116"MAX �p(�j��y�y�} DOOR WIDTH SIDELITE WIDTH yyIS73 37 SW MAX. 37 6W MAX 33 5/8'MAX 1900 SW 44TH AVE. PANEL WIDTH PANELWIDTH PANEL WIDTH 26 6181 2s sw 22 5W. WWW.CWS-� OWLA.FLORIDA 34474 GLASS DLO GLASS Dl0 � GLASS DLO NOTE: 812' HINGE SPACINGS I Pvc 61" FLUSH ARES 1/7 FROM 61• Fwg}t 81• MAX BOLT ENDS AND 21-5116' UMAXNIT BOLT MAX StMI1IQ DOOR UNIT zt 6116' MAX.O.C.UPTO HEIGHT SIT IMPACT HEIGHT 81"UNIT HEIGHT. HEIGHT 79 3116" 78 518"7911 IV P EL _ HE3C1ffi X HEIGHT X ® X HEIGHT 0 a a w GLASS SEELASS 8EE G�S W O NOTE DLO SHT74 DLO SHT14 DLO ❑ y 4 m y Z SINGLE DOOR —` FRENCH DOOR SIDELITE d � m ¢ O z 51 31r MAX LIN IT WIDTH ORE 36 3116•MAX. 79'1MAX.FRENCH DOOR DTH 112 3/6 MAX UNIT WIDTH ��$P �;•T�,°°°°� SIDELITE WIDTH SIDELITE WIDTH DOOMAX SINSDTH �,v a y` S� . , -v No 58204 $ 33 518°MAX 37 5J8'MAX-JJ 33 Sd8"MAX. 37 618'MAX � PANEL WIDTH PANEL WIDTH) PANE WIDTH PANE WIDTH M9+ STATE OFall mow: BMAX BEOLT USH UNIT MAX °eyt�`a,O R t0,•,ot IT BOLT HEIGHT 783116• HEIGHT 79 3116, h°��^iniM�•, 78 518• DOOR 78 5V PANEL x HEIGHT HEIGHT SIDELITE 0 X x O PANEL HT SIDEUT0 9 X 0 HEIGHT 4118/2015 675/8' 683/16` HEIGHT 10 LUCAS A.TURNER,P.E. SIDELITE DOOR 67 SJ8' 68 3/18" FL PE#58201 GLASS UN •• • • • GLASS • S@ELITE G DOOS 1239 JABARA AVE. DLO LGLASS DLO NORTH PORT,FL 34288 • •• • • • bL0 PH.94180-1574 • SREET DE6CR AD• •• •• • • • •• GENERAL NOTES AND GLASS DLO GLASSS DLO GLASSS DLO GLASS DLO 22 518' 26 O ELEVATIONS D RAWN ev: FRENCH DOOR w75�DELIiyS NVFF- •• •• • • • • SINGLE DOOR w/SIDELITES ADE 09!08111 • • • • • • • • • • • • • • • • • • t. REV.: •• • • • • • • • • • • •• • • • • • • • • CWS-841 B •• • • • • • srr«E. SHEET 1.35 3 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ° GLASS TYPES IIdAX.llld'i Y�INbbVV sYSTEr1 ' H®GIHT SMELITE SRIOLE FRENCH 1900 SW 44TH AVE 1.OVERALL t•OVERALL 81' A A A OCALA,FLORIDA 34474 3116'TEMPERED 3416•TEMPERED 9T 8 8 B o WWW.CWS.(x v AIRSPACE 318'AIRSPACE sm/10150 PVC —I IT LAMINATED 7/16'LAMINATED SVWNG DOOR 3116'ANNEALED �•I 3/i8'ANNEALED IMPACT i ,1911 DUPONT PVS INTERLAYER SENTRY GLASS TONOPLAST INTERLAYER 3116'ANNEALED 3118'ANNEALED a r O SIKA-SIKAFLEX 552 or SI KA-SIKAFLEX 552 or 11 H6VKEL-PURFECTGLAZE'W 1t HENKEL-PURFECTGLAZE 'H' w ¢ m y We GLASS BITE 3/4°CLASS BITE RNzw � 2 a w > > o Cir V d w 58201 . S��Z ' S STATE OF r 4& e�•sS�Mnm ��a LUCAS A.TURNER,P.E. FL PE k 58201 1239 JABARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34288 • • •• • • • • • PH.841-380-1574 • • • • • • • • • E DESORPTION: •• ••• •• • • • •• GLAZING DETAILS clGLASS TYPE A GLASS TYPE B �Aw—N ••• •i• ••• ••• ••• ••• ADE 09/08!11 DWO 0: • •• • • • • • • • • CWS-841 B •• • • • • • SHEET 1:1 4 OF 12 1 ••• • • • • ••• • • ••• • • • ••• • • INTERIOR Wwww Mum 7 1 7 1900 SW 44TH AVE. OCALA.FLORIDA 34474 WWW.OWS.00 1 eml01so PVC SWING DOOR t9 1 IMPACT a ,9 p O 1 1 y W _ W q U 92 o IL SECTION VIEW B-B °� v m4$ gN�4+4 INTERIOR ,rd��URE6y T�y,� Ev'• i4. 58201 L �� ALTERNATE 1 ALTERNATE 2 Tr'p C STATE OF f 4/� Ct• ai� b MORTISE LOCK wl FLUSH BOLT MULTIPOINT LOOK LUCAS A.TURNER,P.E. FL PE II 58201 1238 JABARA AVE. •• ••• • • NORTH PORT,FL 3428 • • •• • • • • • PH,941-390-1574 14 •• •• • • • • ••• •• FSCAIPfItlN; •• ••• •• • • • •• SECTION VIEWS 6 SINGLE DOOR ITEMS NOT SHOWN FOR CLARITY: N 1 ••• • • •1Q-•1-•Z jf j5-17,2 f,%%57-58 ADE 09/08/11 SECTION VIEW A-A ••i i • i�"" O U$ � 1�18HOWN: CWS 641 8 • •• •2 3 1 16 'A' ,43.52-53.60,62,65-99,72.76 •• • • • • • SHEET 12 5 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• WINDOW VV EM� 1904 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS,CC INTERIOR 8700/10/50 PVC SVWNG DOOR 7 8139 3 1 1 14 61 7 IMPACT Wdm Y W P F ril 0 � W 19 4 1 0 1 t3 2 1 4 1 1 19 4 m Q a ��gt+lie�aalyb SECTION VIEW C-C s _�dvi Na SB201IS ^'o QSTATE OF r��Z zx 812015 LUCAS A.TURNER,P.E, FL PE$58201 1238 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34286 • • •• • • • • • PH-941-MO-1574 • •• • • • • ••• • f • • • • • • • • SFIEET DE . •• ••• •• s • s •• SECTION VIEWS FRENCH DOOR NOTE.,VERTICAL SECTION SIMILAR _�['EM S OT SH PDR LARITY: BRAWN : TO SINGLE DOOR,SEE SHEET 6 f•• • • •rl4;17,�� ,43,54,57 ADE 09/08/11 o War. ••i • • • N&T YSEENOV&S&N SHOWN: • •• • 8Q,16-19,2%40!42145%6,418,52.53.56,60.74,76 CWS-641 g •• • • • • • 1.2.5 SHEET6 OF 12 ••• • • • • ••• • • • •• •• • • • •• •• 000 • • 0 000 • • wlers� mITERIOR ® 1900 SW 44TH AVE OCALA.FLOR IDA 34474 W W W.CWS.CC �rE 5 /10/50 PVC SWING DOOR 9 IRAPACT ao s a �� s w< 19 4 4 N m z SECTION VIEW E-E t7j W �Wm 0 6 a R SEALANT APPLIED TO 8 1 ADJOINING FACES o BYINSTALLER —LLLL07 A0 INTERIOR �p►n+n+�,+ 010 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDEL.ITE. �•G l%, 4P••• 6'FROM TOP AND BOTTOM ��? N• 58201 1T MAX.O.C. p'. STATE OF1L: 4 •�'��ONAL �,��• SEALANT APPLIED TO 010 24 x 13LUCAS A.TURNER,P.E. 14"TYPE F FL PE#68201 ADJOINING FACES THRU HINGE INTO SIDELTTE AT EACH HINGE. 1239~RA AVE, •• ••• • • • • • •• BY INSTALLER BEESHEETS 1&3 PDR HINGE SPACING, • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941- 0 1574 I=n •• ••• •• • • • •• SECTION VIEWS 9 ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: oaA once: SECTION VIEW D-O • 164618,22,PA 43,5= • • ADE 09/08/11 s • • • • • • • o • • • • ITELS NOT BWSEe INVERSION 6HOWr# • DWo . •: 1- 6.15,•17�5 ,2g 2 26.&,30p,11.44-46,48-57,54-56,58,61.63-71,74-76 CWS-841 B •• • • • • • SCALE: SHEET 12 7 OF12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• PARTS usr PABTB LIST IT®i PART# De4CR1P'i10N 1aATF311AL VENDOR ITS41 PARTS IDESCRIPTION AAATBBAL VENDOR 1 Wl-8—M MAIN FRAME,HEAD ALUM KEYMARK 51 P-5131 C,A,4KET,DOOR BACK FOAM HO P.......... RODUC P. H 1 ASTRAGAL,INACTIVE,F ALUM RK 52 P-5134 W,810 X 1.914'FLAT TYPE F HW W FASTENALWNDOWMTEMOSvbv 3 1858 TRAGAL,ACTIVE,FD,PVC ALUM KEYMARK 53 P-5151 GASKET,SIDELRE FOAM HD PRODUCTS 1900 SW 44TH AVE. 4 H•1860 REINFORCEMENT,VERT. ALUM YMARK 54 P-5157 SCREW#10.24 x 1/2•,FI UndKcut PH,18.8SS TTERE PER FAS L OCALA,R-ORIDA 34474 5 14-1861 REINFORCEMENT HORIZ ALUM KEYMARK 55 P-5158 BUFrOM SEAL BER TEAM WWW.CWS.(X 6 H-1878 MAIN FRAME,SILL ALUM KEYMARK 56 P-5172 WSTP,.370 X.187,TRI FIN,SLAC( ULTRAFAB 7 H-1880 MAINFRAME,JAMB ALUM KEYMARK 5/ 174 SCREW#8 X3/4"HEXWAS @ FRAME FASWNAL 8700M0/50 PVC 8 H-1881 MAINFRAME,SIDELRE @ DOOR ALUM KEYMARK 58 P-5186 SCREW#8-32 x 1-1/4•PH,FL MS,SS @ PLUNGER SS I FASTENAL SV1/1NG DOOR 9 H•190D MAI RAMS,8ODELTTE @ JAMB, D, ILL UM KE Be B-118:1 RESHOLD, k FUSE ALUM RK 10 P-3039 BLOCK 118X1 X2 FRANKLOWE 68 5-1784 INSERT,RE R EMENT ALUM KEYMA IMPACT 11 SAKFLEX 552 or PUREE 'H' S HENKEL 61 S-1806 COVER B ANCHLIR AL KEYMARK 12 P3503 SCREW#8X112"PH 88 @ASTRAGAL CAP FASTS 62 1818 tX3VER JAMS,HEAD, LDELIIE ALUM KEYMARK 13 P3511 SCREW 98 x S/B'80.PA K TIEFiOD BRKT NAL 63 51817 DRIP CAP A KEYMARK W 14 P•3597 REW#8X1°,PH FLAT TEK 0 ASTRAGAL ,L FASTENAL 64 1840 GOVER,HEAD,ANC ALUM RK 15 P-3767 SCREW,#10 X 1'HEX HEAD,TFJK @ FASTENAL65 5-1849 ERT,INACTIVE PNL,LOCK HARDWARE KEYMARK e 16 P-4146 SCREW#8 314 PHI,FLAT 85 TEK @ SIDEu rE 92 FASTENAL 66 S-1859 ER,ASTRAGAL,FD ALUM KEYMARK 17 PAM FUZZY PAD,.200'x 1.2130°W/ADHESrVE UL AB 67 5-1884 MERL FRONT,BTM ATTACH SILL ALUM KEn%RK � a 18 -4522 #10 x 1 114',PH FLAT,BUIS-HINGE @ PANEL TENAL 66 SAM INSERT,BACK,81M ATTACH SILL ALUM KEYMARK y 19 P-4774 WSTP,BULSILEAFS,PANEL AMESBURY 69 51915 BASE,SWEEP ALUM KEYMARK 20 P-4790 H BOLT,ASSM,TOP/BTM UL4NAN 70 S-1916 DRIP COVE SWEEP ALUM KEYMARK 21 P-4794 SCREW#9 x 518' .FI AT-rEK @ WBERT ATTACH FASTENAL 71 56083 P /BTM RAIL,SIDES-DOOR P MIKRON zz 22 P 4602 ALL THREADED ROD MGMASTER 72 S43= PANEL,TOP/BTM IL IDES-SIDEUTE PVC MOKRON ¢ ¢ O 23 84807 HME,GUIDE HOPP� GLAZM BEAD(1') PVC MICRON a F 24 P400WMM HINGE,SET HOPPE 74 H•1886 REOIFORCEMENT,VERT.,SINGLE 155m KEYMARK 25 P-W4 .50X750 FOLDED BULB SEAL,@ SO>ELRE 75 GLASS SEE BHEFT4 $ 26 P-4M LOCK STROKE PLATE ADDOCK 76 1882 REINFORCEMENT,VERT. A KEYMARK— o 9 P-4864 FIO STROP PADDOCK 7T P 4887 MO E LOCK PADDOCK 28 P-4866 GUIDE,TIE ROD NYLON M&M 29 X871 TIE ROD BRACKET ULLJVAN 30 P-4885 SHOOT T,TOP PADDOCK ,,••�•mnq�•••i 31 P-4886 SHDOT BOLT,BOTTOM PADDOCK ♦,, F+ND w �/� 32 P401 LJOCKBAR,INACTIVE,6 FT PADDOCK JGQg�tiGEN8F •L4�� 32 P-4004 LOCKBAR,MULTI-POINT,5PT,8 FT PADDOCK Sri Ne 5ffiOi 32 P-4901 LOCKBAR,MULTI-POINT,4PT,6'6 FT PADDOCK =*: * .*? 32 4902 L KBAR INACTIVE-,--68FT PADDOCK ^D STATE OF .DKV" 33 P-49M HANDLE SET,ACTIVE PADDOCK , Off: 7 a 34 P 4905 HANDLE SET,NA PAD 4y�tir4g O R 1 O r•'�t'�C 36 35 P-4913-4917 CAPW ASTRAGAL OUTSIDE,.50X50 FOLDED SAL,@DOOR NYLON M&M EL ,,,,�of � Q 37 P-4918 GU�E,FLUSH BOL, E PAIL M&M 38 P 49212 COVER PfTER10R LT NYLON M&M 39 P.4925 CAP,ASTRAGAL,INSIDE N YLON M&M HEAD SILL 18120 40 -4975 $FOM,SID LITE,DOOR SHIPPING BL gMcMWABMRo LUCAS A.TURNER,P.E. 41 P-4W7GUIDE,FLUSH BOLT ALL FRAMES ARE MECHANICALLY FASTENED FL PE#6820i 42 P-4SCREW,#10X1-114'FAX HEADTEK@ SO2ELITE ATTACI 1238 JABARA AVE43 P4-933NUT 3/5-16 FLANGEDW/SERRATED LBP,SS, PANEL • • • NOFTTH PORT.FL 34268 44 P-4934 SCREW,#12.24 X t/2•,PH FLAT,MIB,@ FONGEPH.941-360.1574 45 P�936 DOOR KNOB,ACTNE PANEL ' i•i •• o 46 P�937 OEADBOLT,ACTNE —906 • • • •• 47 P-4= SCREW,#10 X2'REDF.ATTACH. FASTENAL ROM 48 P-4997 STRIKE,DEADBOLT PADDOCK 19127 SCREW,#12 2,PH PAN,SMS, R FDRAWN DATE: 60 P•6 13D GASKET DOOR BILL,FRONT • FQAM H% ••• ••• ADE 09/08111 • • • ••• • • fi REV.: •• • • • • • 'ALTERNATE APPROVED LOGKSETS: • •• • s • • • • • • CWS-641 S PAMEX GRADE 2 LOCKSET AND DEADBOLT •• • • • • • SHF ET 1:1 S OF 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I 49/16` 13/4' 2314•—�{ 27/16-1 /D117X1� rule. 2 - yB. Y+ANDOW m[/1/ii5l t7/18° 1 13/18 1lt8° 1906 SW 44TH AVE. ��//II 9!� ,CWS CC 34474 J 1116" THRESHOLD-1783 READ COVER-1840 DOOR HEADAW3 45/16° 0700/10/50 PVC 51m tde' SWING DOOR 1116' ��+-21/4°� IMPACT 49N6°� 114• 5116" 1 3� u5 _� 1116' a REINFORCEMENT-1857 FILLER-1784 a FRAME COVER-1808 o � 1ne• � ru DOOR SILL-1878 PVC DOOR PANEL-8083 25/9' _I 2 318' 516' m 3 1 Ills, ', o co �+ 49118"� r11p1' aw 1/18• - � ' � a PVC GLAZING BEAD-8084 S 7 SIDELDE COVER-1816 c5 5a a 1 e+ts• � 46119, W � Itis' a 15118" 1n6' 1/t6° ul 1 1A1° g ul 115/16' > > Q DOORJAMB-IBM 3!d• m a Q� 49118' REINFORCEMENT 1881 REINFORCEMENT-1858 1116' DRIP CAP-1817 ,��gpty9fy�r�G�®i BASE SWEEP-1915 No 58201 V%1L 2112' a 1 9118�j 9: STATE ®E3 *,14 : 1n8• 4 � I ss ° +dti.et "` 215!18' 5116" 13 j 1n8' 1 � 111 g' $sifi��gy A �1YQ,•�' 1/18° DRIPCOVER-1916 SIDELITE-1881 21LT INSERT,BACK-I W5 LUCAS A.TURNER,P.E —49/19' REINFORCEMENT-1680 REINFORCMENT-1882 FL PE#58201 00 000 0 0 of 1239 JABARA AVE, a • • • • • • • • NORTH PORT,FL 34288 9 �•;° •• • • • • • 911 g" ►{ PH.941180-1574 • ••I • • • • ••• j 3r4" IR T DEWR pnom Itis" V18" • •t 1I� 1tn�_ n� EXTRUSIONS 1wINSERT,FRONT-1864 oenwN SIDEl1TE-1900 •• •i ••• ••• • • ••• ADE 09/08111 • • • • INSFRT*INACTWEPNL-1849 e. REV.: ASTRAGUCOVFh}18.59 ••• i • ••• 1 CWS-841 B NOTE:ALL EXTRUSIONS ARE 6063-T8 ALUMINUM t SHEET 9 bF12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r r L ANCHOR @/MIDSPAN(TVP.) Ir(TYP.) 1WINDO'YV9M SW �SYBI'&MS S'MAX.(TYP.) 3 4 ') ANCHOR @ MIDSPAN I(TYP.) OCALA,FLORIDA 34474 8'MAX(TYP.)� MAX.(TVP.) I+ 4`(7'�.) 71 F — WWW.GWS.CC T('TYP.y'4VOODtMETALg MAX(TYP) I 4' �-'r'(TVP-i'W�D/Id�TAL SEE NOTE 2 SEE NOTE 2 SWING DOOR IMPACT 17' J. -7 1 MAY 1 T MAX MAX O.C. (TYP.) INSTALLATION O.C.am IIfTALLATION a° O X O ANCHOR(TYP.) O X X 0 ANCHOR CM.) FFa o 81DELTTE SIDM TTE SDEUTE DOOR DOOR SIDEUTE ANCHOR LAYOUT-(FLANflEI ANCHOR LAYOUT-IFLAN[461 ' O maZ `CIRCLED ANCHOR LOCATIONS REQ D ONLY IN WOOD AND LISTAL INSTALLATIONS,DD NOT DIISTALL THESE ANCHORS QRG MASONRY, a��4pyy�.No A, NO 58201 •S i t*= NOTES: S o' .y��$ STATE OF jam: 1,INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. S�i�'� �C0 R kp f.•'a s• 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIM �F�hi10MA,L �r SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. 8!24 51 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD LUCAS A.TURNER,P.E. MUST BE PROTECTED TO PREVENT REACTION. FL PE 4 98201 S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MA R iN A Ip I 1239 JABARA AVE. �ILTFACTUAE �'T `LAL NyTR`ICT�ONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 11. • •• .0: • • • %: • • PH.941380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. PIORCO•PICRETBICMU OPENINGS,EMBEDMENT MALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLLICE BL"A NO?RECIUME 1*W8OD9&CKB BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7_A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4•FOR MASONRY,2.3!16'FOR HINGES(ALL SUBSTRATES),1'FOR WOOD AND METAL UFXWWffr_DATE ADE 081DBH 1 B WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHAUPBE"IOMPILY DE GRED • E A I• • NGINEER OF RECORD AND INSTALLED 70 TRANSFER WIND LOADS TO THE STRUCTURE. Sao r. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS RS.14OW1}MIN TiBL 1•??'''��__ t F�E�'LPE$N IASONRy SUBSTRATES MAY NOT BE CRACKED, 9.S=MD FLASHING STRATEGIES FOR OVERALL WATER RESISTAP"OF TNIjrALLA-n84 rpUt DONE By p1 FOLLOWING THE CURRENT VERSION OFTHE REFERENCE DOCUMENTS: 1 $HEFT FMA/AAMA 100(FIN WIDOWS),FMWAAMA 2W(FANGE WINDOWS), FM/VWDMA260(BdX WINDOWS),FMA/AAMAfWDMA=(DRERIORDOORS) 1:8 10 EE 12 ••• • • • s ••• • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE �—MIN.EDGE DIST. INTERIOR IW MAX.SHIM SEE TABLE 1 MW.EMBEDMENT WINDOW SYLLTEMB SEE TABLE 1 1800 SW 44TH AVE. CONTINOW DBL 1/4°BEADS OF SEALANT SUBSTRATE ITY OTHERSWWW AROUND PERIMETER AT ALL INDICATED .CWS.CC FLORIDA 34474 POINTS BETWEEN FRAME AND SUBSTRATE W W SEE TABLE Y MIN.EMBEDMENT BY INSTALLER MIN_EDGE DIST. SEE TABLE 1 SEE TABLE 1 $7 /10/50 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT SEE TABLE 1 IMPACT BY NSTALLER 114'MAX SHIM INSIDE AND OUT in INTERIOR 5 a �i AROUND PERIMEITERABTTALLL.INDICOF A INSTALLATION ANCHOR HINGEANCHOR � a POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 ABLE 15 p BY INSTALLER SEE EGTEM�MIN.1EDGE DIST.ol 47 �t y PERIMETER SEALANT BY INSTALLER N PERIMETER SEALANT INSIDE AND OUT HINGE MIN EMBEDMENT gj BY INSTALLER SUBSTRATE BY OTHERS SEE TABLE 1 a c INSIDE AND OUT or SEE TABLE 1 B HORIZONTAL SECTION ~ 11 TYPICAL.JAM8/HINGE ANCHORAGE MIN.L7111BEDMENT SUBSTRATE BY OTHERS SEE TABLE 1 m ¢Z SEE TABLE 1 +�••�110 y�� t�`TL MIN.EDGE DIST. e?79d_!?' B 1!2"(fYP.) 4 a r No 58241 % SEE TABLE 1 ANCHORS THRU :*= * i*` A VERTICAL SECTION HINGE(1YP.) it TYPICAL SILL90tiL STATE. OF TABLE 1:APPROVED INSTALLATION FASTENM l.,d`� OR L 0�s`��4.�• SUBSTRATE E DIST. CONCRETE(285 KSI MK) 1/4'ELCO ULTRACON 1-3/4° 2112° �y�Myy1, 114'ELCO Ul m1nn 2X MIN.SOUTHERN PINE(6.0.55) 114'ELOO ULTAACON 1318 718' 2SEE NO�NIAIC 15 2X MIN.SOUTHERN PINE(G-0.15M 912 WOOD SCREW 1 916' 718' LUCAS X TURNER,P.E. 16 GAUGE(0.050')MIN. 912-14 HETI KWIC-FLEX OR ITW FULL THREAD FL PE 9 38201 STEEL STUD(33 KSI YELD MIN) TEKS SELF-DRILL.NG SCREW •MH W CAW • • yr •• 1238 JABARA AVE. NOTE: NORTH PORT,FL 34286 1/b ALUM.{8063-T5 MAL)OR #12 GRADE 8 SELF TAP NG/ • y• HINGE SPACINGS ARE: PH.941-380-1574 11V STEEL(33 KSI MIN.) DRILLING SCREW • •amm QA25'b ••if- • S-12' FROM ENDS SHEETd HINGE ANCHORS INTO CONCRETE(285 KSI MW.) 3118°ELCO ULTRACON.• •• -�/ • •2 • 21-5/16'MAX O.C.FOR UP TO 81°UNIT HEIGHT. HINGE ANCHORS WTO HOLLOW OR -FILLED20' MAX O.C.FOR OVER 81'UNIT HE614T. INSTALLATION DETAILS CMU ASTM C.90) 3118'ELCO ULTRACON 1-1/4° 2-1/2° DOOR PINE(t3�R55) INTO2XMW 910 WOOD SCREW • •• 1-x(8' • TV oaA : Te ADE 49/08/11 HLNGEANCHO 18 L1GE(aaen�MIN, a18 TIKWIK- • •• • • t. REV.: STEEL STUD(99 KSI YIELD M TEKS SELF-DRI1111�litiREW •T11RUO.� • • • • HINGE LAYOUT CWS-641 B HNIGE ANCHORS 1B'ALUM.ZUT5 MINL)OR 910 GRADE 5 S • 118'STEEL KSI MIN �n I lots SC�yV • TH125, • i13P 1 SHEET 1:2 11 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 114-MAX SHIM fl T/J1CC4fP/Jf}} 'L/�/� TYPICAL HEAD ANCHORAGE INTERIOR SOW S1�T'E�SS L��j��L�J MIN.EDGE DIST. MIN,EMBEDMENT SEE TABLE 1,SHT 11 SEE TABLE 1,BHT 11 19M SW 44TH AVE_ AROUNDCONTINPE DBL 1E BEADS IN SEALANT OCALA FLORIDA 34474 AROUND PERIMETER AT ALL INDICATED W W W.CWS.CC SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 MIN.EMBEDMENT BY INSTALLER. MIN,EDGE DIST. SEE TABLE 1,SHT 11 SEE TABLE 1,SHT 11 8710/50 pv(i INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT 114°MAX SHIM SEE TABLE 1,BHT 11 IMPACT BYINSTALLER INSIDE AND OUT N r INTERIOR CONTINOUS DBL 114'BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR Lu G g POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,BHT 11 BY INSTALLER _o to PERIMETER SEALANT BY INSTALLER 'Q 21 INSIDE AND OUT w O PERIMETER SEALANT m d BY INSTALLER SUBSTRATE BY OTHERS o 0 INSIDE AND OUT SEE TABLE 1,SHT 11 r'\HORIZONTAL SECTION a MIN.EMBEDMENT TYPICAL JAMB/HINGE ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE i,SHT t i m <O SEE TABLE 1,SHT 11 Z pysmuq %10 REtV OO�i MIN.EDGE DIST. SEE TABLE 1,BHT 11 �y Ne 58281•asp L /—c-'N VERTICAL SECTI N \,2 TYPICAL SRL ANCHORAGE rot A *L 'AA 6TATI- OF O 4t. s tV °�°.«.•a Q P i hNn� ,,�r 1Y y 7- 1 W201 5 LUCAS A.TURNER,P.E. FL PE#58201 1238 JASARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34288 • • •• • • • • • PH.941.380-1574 • •• • • • • ••• • SHEET DE84R •• ••• •• • e • •• INSTALLATION DETAILS SIDELITE • 0:0 ••• ••• ••• ••• ••• ADE 09/08/11 • • • • • • • • • • • • • O Y. REV: •• • • • • • • • • • CWS-641 B • • •• •• ••• ••• ••• ••• SHEET 12 12 OF 12 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• M IAM 1•DADE MIAMI-DADS COUNTY R471, 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.miamidadLgov/economl 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 County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one: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 B dated 10/10/14, signed and sealed by AnthonyLynn Miller P.E. bearing the ami-Pade Ouriy••-Product ... ..... Control Revision stamp with the Notice of Acceptance number and expiratiod Ade;by the Xigmi-Daae •• County Product Control Section. ...... Goose ....:. LABELING: Each unit shall bear a permanent label with the manufacturer's•f 5fil •or logo, City, staT.••• model/series, and following statement: "Miami-Dade County Product Control AqProvud", unless Nherwire • noted herein. ... .... ..... • ...... . . ..... RENEWAL of this NOA shall be considered after a renewal application has been fale�d and 1;9* Aas be;n.. no change in the applicable building code negatively affecting the performance ottmj product. • TERMINATION of this NOA will occur after the expiration date or if there has beep a reviceim os chane'•' in the materials, use, and/or manufacture of the product or process. Misuse of tlfiU JNO:i as ai sworsemem•••r of any product, for sales, advertising or any other purposes shall automatically terminate this"KOA;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#14-1105.01 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 Manuel Perez,P.E. NOA No.I6-0218.03 MIAMI t)ADE Ct?IJNT7 Expiration Date: May 26,2021 ® e Approval Date:April 14 2016 Y41111 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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 B dated 10/10/144, 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 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (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 . . 00000000.. 1. Anchor verification calculations and structural analysis, complysng v itl3 ypC-2010• and with FBC 5th Edition (2014), prepared by manufactmV, Mted 01/29/15, sigAed••• 0000.. and sealed by Anthony Lynn Miller,P.E. ..•.•• 0000 0000 . . . 0 0000 0000 0000. D. QUALITY ASSURANCE •••••• •• . ••... 1. Miami-Dade Department of Regulatory and Economic Resowces(RER)!• 090%0 0000.. . . 0 . . . . E. MATERIAL CERTIFICATIONS ;••••• 000000 .0000 . . 1. None. *0 0 0 0:0 . 0 Manue m P.E. Product Cont oI 6aminer NOA N . -0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. . . .... ...... ...... .. . ...... •0006• • • • • 0000 • 0000 00.90 • 0000•• •• • 00000 • • 6• • •• •• •• • 0000•• • 6••6•• • • 0000•• • • • 00.000 •• • 0010 • • • Y • 00 0 ManueI ,P.E. Product =r 1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 R SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: z@�� NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE W ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS 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, GENERAL NOTES..._._._._._.___1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.....................1 D ELEVATIONS.............. 1 d FIGURE 1: MULL TO 2X WOOD.._._._..__._._.2 n� MULTIPLE OPENNG WIDTH FOR VERTICAL MULL ARCHES To HE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS WILL TO 1X&MASONRY....___..2 �Y MULLIONS / --� INSCpjaED INSIDE HAVE BEEN TESTED AS•FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES._._..._....2 d sEE-0 G A� RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY__.____._._.3 In MULL TO STEEL STUD............3 N SHEETS 2.3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_............._........,...3 $ m DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS_............._._...._..3 Q r W THIS ANCHOR EVALUATION.THE 1.5 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNA7A7E cuPB_..�_.__.__4 F i� �� III `;♦ BAY MULL INSTALLATION__.._...4 IL 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THEM 1%2 X.126 MULL SPECS___.._._6 J = IN$TRUCT 1 X 2X.376MLLSPECS„_._._ \\\ XX4S. 1 X 276 X.76MULL SPECB.__-_3p+ O / \\ IX3.76 X.65 MULL 125X.50MULLSCS_._...__6 W Z O ASEEDTHR ErAULSI N_ i �— III SEE DET p NCHORAGEUSE THE EFFORITHE NED WCOMMONN MIDTH OR UWON,SEE EXAMPLES N THIS SHEET AND IGHT OF ONLY TWO ADJACENT FENESTRATION HEET 24.FOR MULTIPLEDETERMINE,CONPRESSSIDER RES�D 1 X 9.126%.560 E MU SPECS..__.9 � OQ p�p � ATF#RIG: \ 1 X 4 X.126 MULL SPECS._..._.._..10 w r- ?) I” SHEM _ I 1 ATHRu G; p�,y 7Y�0 ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1%4X.576 TUBE MULL SPECS__11 SHEETS 23 1 X 4 X.31`6 T MULL SPECS.-.__11 PRESSURE OF MULTIPLE MULLIONS ORFENESTRATINPRODUCTSSHALLAPPLY. 136X3Z xOO MULL SPECS..12 126X336X.100 MULL SPEC8..�13 Z tu tuy9 t5' HEIGHT MULL FOR 0)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SF�WN ON THE TABLE(S). 1.26 x a26 X,624 MULL SPECS.._.14 LENGTH HORIZONTAL MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 4 2 X a X."MULL SPECS.__._._._1 � � Z SEE T S E. BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALT.BE COATED OR CORROSION RESISTANT SHEETS AS APPROPRIATE FOR SUBSTRATE MATERIA..DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.28 X 211 X Y M MULL SPECS._tIS S F W REACTIONS. 30'X 336 BAY MULL SPECS_.._._20 QZ F- a6°X338 DAYMULLDIM SPECS_- O Z 1 o MULUONBCLIPDUIEt$IW4S_.._21-25 1-' Z CILI � FFJJESTRATION 8)REFERENCE:TEST REPORTS:FTL-0443;ELOO LILTRACOWAGGRE43ATOR NOAS EXAMPLES 1&2.._......_._.___.__24 V1 PRODUCTS MAY LOADING EXAMPLES.._._.__...._.25 d3 SE O A TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 6 CODE,AND ARE APPROVED FOR IMPACT AND NN-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH ZZW / MANUFACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U v d O O _ a Z (n MULLIONS MUONS ARE IN COMPLIANCE FOR USE IN THE HVHZ Oa, /E DETAILS 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING HORIZONTAL SHEETS to WIDTHMEIOH7OFEACHINDMMULLION MULL LENGTH HORIZONTAL MULL LENGTH W STRUCTIONS: ADDDTRONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT ILBS/F E FOR THE OPENING USING THE ASCE-7 STANDARD. ' 1 LEMULL NGTH [—OPEN WIDTH -- rHm¢Mut LENGTH -1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3)REFER TO SHEET 28 TO DETERMINE IF THE WIND LOADING IS•RECTANGULAR'OR'TRIANGULARRRAPF20IDAL'. I OPENING 4)FWD THE CHOSEN MULLION'S MULLION CAPACITY WSSM FROM TABLES 1A THROUGH 10A,ON SHEETS 5 THROUGH 2D RESPECTIVELY,USING PRODUCT REVISdw ED HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANMNG VERTICALLY OR HORIZONTALLY).THE B IldbIS inB&� Ftoti� Bm141�cAae HOW y VERT. MULLION CAPACITY ILBSJF M OBTAINED SHAD.MEET O EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSJFT'1 FOR THE OPENING OBTAINED W A pt®ro No I bZtis•a� HEIGHT N13MLENG7H 66ULL f LENGLLTR STEP 1). ig, Date 1 IIIL • 5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(L88).THIS VALUE BBy Pro" ,- OPE MVStN'l,T%E%WD!:)A:TR ERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. IBNG WIDTH • • TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION MULTIPLE \\\\ LYNN l7j�i SINGLEMUWON SINGLE MULLION FDttvE NG �•• ANQHO1b3UBST8ATGIANpK(JR-CLI RATTERNMAYAPPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOROPENI ��\ON�•"""� FORveRnCALMULL • gppgTW19NAET.• • • •• \GENS SEE CORRESPONDING 13ETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LB9/FT'I OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT ILBS/FTaI FOR THE = No.58705 h L FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"70 087AN THE LOWER ANCHOR GAPACTTY REQUIRED.WITH THIS _ • •e*VALUEA WWER ANCHOR CAPACITY 0ETION MAY BE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED: • • • • • • • • • • • ~-0 8)VERIIK TIRE IIESION PRESSURE R&TIN6(LBS/FT°)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION :��'•• ti T6 F UJ: e2014FLORIDA BUILDING CODE(FBC),6TH EDITION •• • LA0 tB'MINE•D1FORIRE MULLION SYSTEM.THE LOWER OFTHE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATIN '•.FLORIUP••'�y's 6ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION OALUMINUM DESIGN MANUAL.ADM-2D10 ••• • 9)HIGH) ON USED ARD TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. ,A� 4AISI-S100-D7/S2-2010 A.LFL P 8705.E. FL P. 58705 • • • • • • • • • • • •• •• • • • •• •• ' o DETAIL B: " 1ON DETAIL A:MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X eucKsrRw PR=ATE, ox OR WOOD FRAMING WOOD BUCK AND MASONRYATT CHMENT SEC WE TABLES la tes (OFFSET CLIP SHOWN) (STANDARD CUP SHOWN) BY OTHERS. N SEE NOTE 1, 5 m SHEET 1. MULLION I i 1 1 ° I I i I SEE SHEETS '° eja I MIN27RSI '.: EDGE -� 21.23FORHOLE 4 I I CONCRETE OR CMU' ^ �DLgi'MCE, LLl ERHERTHE o I 11 LOCATIONS I SEE SEE TABLES _ BTANDARO OR I I EDGE DISTANCE 18•IBB (/) 1OFFSETFAULL� a EDGE m ®ANCEa 1 a FORMASONRY Q CLIPMAYBE II FOR WOOD ° I 1 ANCHORS m a I-- INSTALLED Bv _ 4 111 I SIDE VIEW Z ' u3 THIS METHOD. a lSV MNL FOR a 74 4° Q a ALL MULLIONSa e ETMERTHE _ �d � 4 ° STANDARD OR Z m /� ° ° a e Q OFFSET MULL 7 p ° a r/ CLIP MAYBE 4 a ?V ° INSTALLED BY UI 4 e e EXTERIOR ? THrs MErHDD. Z a a 4 EDBE - � 4 4 O r e a 4 ��OR ° Z j N O MASONRY o Q L a a THEOFFSET CLIP1 ANCHORS RECOMMENDED FOR e FIN-FRAMED A, N EXTERIOR ° W NDOW8 BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TVP.ANCl40R TYP.ANCHOR PER SUBSTRATE. dd �i 55 TMP.ANCHOR PERSUE H RSEE TABLES ATE.AJE. SEE TABLES IB-188 PER SUBSTRATE, SEE TABLES 1&180 ISI _D��'N BUCNSTRIP AND SEE TABLES ATTACHMENT 10-180 IT BY OTHERS. EMBEDMENT AID F EN�EDMQNT SEE NOTE I. ATTACHMENT - SHEET 1. - SMOTHERS. SEE NOTE 1, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCTREMED m e mlNrisa wimae naLiz4 idin FRONT VIEW A`a�e"OwND os *maw Wade 2,p21 INSTALLATION NOTES: Migni tt 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING Cr%f lCEQ ••• ••• I 1 I MILLIONCHORS AND VE_FOR __• • •• • • • • • ��`� LYNAI �'i� ONLLUY BECAUSE ANTITY OF THE ANCHOR CAPACITY S BASED PARTLY ON THE ANCHOR TO ANCHOR DIST THE • • ••• •• ��'�t��e\'1GEN SF•1j�F'P'�: CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO}HE TABS ON WM • • • •• eco:' ' FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. _`•• No.587D5 ity 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HE MAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. • • • • • • • • • • • S , • • • • • • • • • • • Or k/ 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MU\MT•DADTc:OUNtY~ • • • • • • �i S ELCO ULTRACON OR ELCO JW S.S.AGGREGATOR MASONRY ANCHORS. •• • •• •• ON • ••• ••• S SA1-. \` A.LMILLER P.E. FL P.E.#58705 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL E: . - 120"MN MULLION TO MULLION DETAIL C: INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (U-CLIP) 1)MAY BE INSTALLED W'TEE'OR"CROSS" ' (STANDARD CLIP SHOWN) INTERSECTIONS. v 2)MAY BE INSTALLED HORIZONTALLY �+ (SHOWN)OR VERTICALLY.TYP.ANCHOR N PER StMSTRATE. 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 m F STANDARD OR I SEE TABLES IB•130 FOR CORRESPONDING MULLION. M L W OFFSET MI1LL I � TOP VIEW Z y CLIP MAY BE 1 1 MULLION 0 FOR MASONRY VARIEJ = I ®1 ANCHOR l s12 STEEL SCREvM 0 SFlF•IIRIULRbat PREDRILL \ MULLION AND USE SMS U.1 m p 0 Z J EXTERIOR � a .� -MULLION g O a EIXiE DISTANCE ° ...& SET CLIPIS ° RECQMMErIDEO FOR L \` Z FOR MASONRY - � FIF1•FRAARED ANCHORS Wlrmows,Bur MAr g o DTHERFBEWUIETY EXTERIOR Z d W TYR ANCHOR Q -PERSUBSTPATE. .d .d Q 0 p / BEETABLE5IB•130 TW.ANCHOR SEE SHEETS FOR IL G D1� PERSUSSTRATE. HOLE LOCATIONS IONS U� $ HucKSTRm SEETABLESI8-130 FRONT VIEW EDGE arm ATTACHMENT SEE TABLES H 18.130 EDGE mp � DISTANCE I TE� SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MN2.7K3ICONCRETECRCMU 1B-13S FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: srRucTtmE TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATE, `�SEETABLBS 18.138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a SEE SHEETS 0 PRODUCT RM- SCD c ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR as plying with the Flm� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LOCATIONSHOLE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. ` �Z) 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ® BY 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. •• ••• • • • • • •• 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE%IUNTY ACVVp• • • • DISTANCE � LYNN ELCO ULTRACON OR ELCO JM S.S.AGGREGATOR MASONRY ANCHORS. • • • • ••• • SEE TABLES `�� p �.••••••••.�/(•' �� • • • • • • • • FORSTED N WITH HE 1&13B •t��'.•'4TG(=NSC •• ••• •• • FR041T 1eoAANDCOMPLIANTwlrHTREFLBUILrnNo CODE.A 2X WOOD BACKER MUSTUSEM - ATTACHMENTBrOTHERS. _-,`:' NO.58705 F EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW = L Cc-. NATES: �O lU .,. . . . . 0ryryry :4.rr • • • • • • • • • • • 1 FOR 2X WOOD-BACKED STEEL STUDS,WOOD • • p;C F • • • 0,0 • • • • • • j %��j'• S p ��' •• • • • • • • • • ANCHOR VALUES MAY BE USED. (� ft0PRO, .r; J • •• • • • • i • • • •• • • • • • 2)SEE CORRESPONDING MULLION TABLES. 'i�s /(�nj �- SHEETS 5.20,FOR QUANTITY OF SCREWS. A.L�YN I 4LEi3,P.E. FL P.E.#68705 or • • •• •• • • • •• •• ••• • • • ••• 0 • DETAIL G: DETAIL H: 4ex DETAIL F: C a FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION P (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) � a x SEE DETAILS AE, WOR4W d+ SHEET82 AND 3 FOR IWALIATION BAY MULL TO SPECIFIC SUBSTRATES. C4 !MILLION S m a o + 0 z O O O O O O 0 O 111 TOP VIEW O O I W V ;3 N 00 O sHowN111DTH EW ��. TOP VIEW 1 1 i to MULLION 1 TYP.ANCHOR EXTERIOR I I i SSE'ET ille168 z j 19 S` STANDARD MULLION CUP I 1 PIER SUBSTRATE, I EXTERIOR E ANCHOR v r MODIFIED TO FIT FIELDI 3EE TABLE81&1d8 CONDITIONS. I "+'+ I 1 YXB•ANGLECLIP, z D) O I 1 I I j 2 PER MULLION END,MUST BE Q 1 I I I I INSTALLED INSIDE OF IMY MULL F. P � 0 1 sa N MIALtON 1 y rx5-x.12s F= W rn ANGLE CLIP, 2 PER MULLION END. Q — O I I MUST BE INSTALLED N O. I I I INSIDE OF MULL $a I �TYP.ANCH� � PER SUBSTRATE, SEETAELES 1&140 INTO Y/DOD, STEEL ALUM INTOVVOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMUORMASONRY MODIFIED IN-FIELD. EXTERIOR O BpO�nAx ` ' ' `� n�Mr�UCT ~lh*ommida Building Code b3 I ® ALUM,INTO OD,e E �O Acaoponm No�'•D218.O I ExyilNim DateZ) 1� ® ® DISTANCE BY PER Mind hoAecl F •• ••• ANCHOR EDGE • :-@.7g• � Ot81ANCE • • • • • • NOTES FOR INSTALLATION OPTION G&H: PER ANCHOR �i • • • 0 o�-.........,.!F •� • • • ••• G i •• •• 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. �•�'Z`•.•'��GEIJsg '• NOTES FOR INSTALLATION OPTIONS P. .•' 2)DETAIL G:SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE _;q: ISG•x9705 _ 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.11•X.125-MULLION. LOCATIONS. - 2)SEE TABLE3 IB-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE L ko&o*• ••• ••• ••• ••• 3)DETAIL H SEE TABLES 158 OR 18B FOR ANCHOR QUANTRIES AND SHEET 22 FOR HOLE ` LOCATIONS. 3j THE 2X6 CLIP ISNOT SUITABLE FOR THIS APPLICATION. ••• i • ••• i • • 000 i • �� FLORIOP,•��_ • •• 000 • • • • • • '%CSS,.. "'• •• • • • • 'k-Ly 1 4R,A.E FL F� 58705 •• • • • • ••• • • ••• • • • •• •• • • • •• •• • ••• • • TABLE 1A ��( MulBon cavitefty Table Opening Width(for lrerllcatly9parrdrig mt#lore)orOpenblg Haight(ftkr hmlzorte4•Bpwrdng gore) o BON BON 70N BON BON 1dN 120 In /40N 180N � 14e41mOUIm Treprnt-M RK;R-weuter 7bP�8m9• � � TraprtdmB• Redmoller TMINI118r12. Reclovul r TrepNfdatO. Reatmgim rtLoafto Realldk lw 7konden9• Reoafter Treprrdan8• I2eoloft Lo-ft p n ba 1x2x.128 Inean9 1,08038 )oaane Los** Lam Loeltro Looft Looft Looft Linan9 LoaBnB LOadn9 LaaBrg Loaroa0 LaeM9 Loa" taedN9 Laedm d Alum Tubs 04 IVo 42 N 111.A 408 528.6 00.2 404 110.8 83 79A 404 107.8 321 89.9 408 104.4 319 62.1 408 104.0 519 BSB 408 104.0 319 46b 404 104.0 319 08.8 408 $0111.9 360 404 104.0 319 W 48N 74.8 Stt Bab 266 924 312 73.4 262 63b 312 67.0 248 48A 312 932 246 41.6 312 81.3 244 37.5 312 81.0 241 312 312 81.0 244 28.8 312 23.4 312 04.0 241 L Q80.826N 63.8 281 70.8 234 63228181.622846.8281 66.7 714 39.8 281 621 222 35.6 281 80.1 220 31.9 281 49.32281 1913 218 228 281 281 18.3 219 Q 629 Z47 87.6 107 13.9 247 40.8 271 37.8 247 Mb 199 329 247 41.5 108 292 247 39A id 2&3 247 3&4 193 21,8 247 38.1 193 10.6 247 18.4 247 3&t 593 g BON 3S4 200 412 170 i.0 200 33A 168 27.4 200 31.5 183 24.0 2M 282 loo 21.3 200 27.1 169 192 204 26.9 167 18.0 200 �A 168 ? � 3 63N 35.1 181 35.3 168 27.6 181 30.3 162 217 181 28.9 118 20.7 181 Z4A 148 1&4 181 22A 144 18.8 181 21.7 143 Z 88N 2&6 183 S88 142 24.0 186 20.1 198 288 104 211 138 1OA i8S 21.0 114 = a 72N 722 1S9 213 120 18b 138 190 158 15.8 139 17.6 118 78N We 1� 1&7 100 18.7 128 i&O 107 � 78 N 17.6 118 162 104 C TABLE 18 ANCHOR CAPACITY ADJUSTMENT FORMULA. F- a An or CousP Table b6 FACTUAL MIC1f '^a•„ ANCHOR CAP.- 1727aomwrde &6x Conn. Hollowemu Flwctau PT mew ULLIONCAP.,,a,,,,,EkoiN•98 FJao 6/18'Em0 U4 88 Eko 810 Sled H281ad 0128Nd 4XAk"Orlgpe: 3119•Sten Ud�m U4•Eo Moron 3110•Flea uws m w•B14o ulife0m AZAG" ABWeGefa ea-(G61 Smm(G6) aorew(os) ORMULA TO OBTAIN THE•ANCHOR AnchorC8pPa(temaUKTRM REOUIREW CORRESPONDING TO AN otdaneaMk2-1Q• r atrt• 9.118• v 2-1rt• r 0-12'• z sire r o.4s• oa4• o.32r ESSURE REQUIREMENT FOR THE Q < 0 0 iadtent 1aN• t•9N• 1•aw taN• z f•tra• 1•fN• f•w• 1-iN• t w• 1-114• r t • ' HEN IT IS LOWER THAN THE MULLIONo.C./B1BM•dwC6ed Gip(Fly.tk 390®s 3dmb 460 bs BBO m9 1844 Na 270919 180104 304 Ow 71010.1 974ma lbs enema 341 tbs 442 ma 660 (FROM THE TABLE)OF THE SELECTED �O A IArmttae®t.1Y Min.O.C./81eMed(07D6se0 COD(FI0.2k 180(bs 700@8 WA WA WA WA 380 ma WA WA WA WA WA 682•s 804 ms 1120 msMULLION.IT WILL Ice •IYMitis 680ms 1580 tib 18860. 040 ma04olba WA 78omb 718M 8809ra 1692 ms 8049w BBSma 1120 s WHI HMA BE USED TO QUALIFY 2 A albre 0.45-bra as/u um.019 a18•Attie.(FIy.4k wA WA WA WA wa WA WA WA WA wA WA WA t0A WA 716 03 ADDITIONAL ANCHOR OPTIONS FROM THE 1 ArrotwlFC6p(F61-8k 185 ms 19690 2�fbs 446 me e72 tln 136 ma 140 no 177 mb 970 ma 187@8 332 ma 473 me 170 Fm 221 The 2806ts 2Aedlota 1.158914 O.0i F• v(F4• II4o 6a 35DIho WA WA wA WA 180 Poe WA WA t9A WA Nll1 941 ma 442Iia 68Ob ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE,1: FIGURE 2: TABLE NOTES: PRODUCT RRVIS® • • • 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. as rnmP1YIn6" i0io FI1ri� • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. "{ tow I` AA�ptm�No ) Det. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,BEE SHEETS 21-23. Miem1 o P • • • • HOLWO V�Iy21LIBED S1 THF•FIEUX FOWLOWn�QDIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.006' FIWRES SHOW SU6GNST5i),ApPPQXIVATre 0 E LOCATIONS. • • •• • • • • • GROUT-FILLED •126- ��`LYNN ANGLE CUP MUST BEUSEDWPAIRS. . -•.•'•••• C)QqSd1B TRA'O'(EJ(:,�,.. CR(ET�IS�)S CSXIB�FNO�R¢R_TOAASTMGI�.IWtmDSHALLHBELPREANDTREATED ��i��.•`�t;ENSg •. , FIGURE 4: FIGURE 6: FIGURE 8: YELL�OUTHERN IRE WITH AN 5(i OF OB$ALUMW UM SHALL BE 8083.76 AND BE A AA)NIMUM OF.125• ;' r THICK STEEL STUDS TO SE A MW IMUM GRADE 33 AND 045•THICK(18 GAUL4E►.STRUCTURAL STEEL TO HE A7 1•X 2•X.126`MULLION �,;; No.58705 ® LEAST.126"THICK AND A A ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. W wz •• • • • • • A LYNX)I�y1��ER1�.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2A MulUoo Copaoft Tebte ObsWAli Op6ning Width(forv&16ce9y epellNnB RlUtlorre)or OPenIng H91ght(for ho umuftAyspeming nalon6)Wm W•1 701n 6oIn Om 1WN 520m t40m 1801n n R441m•eia Ttep•81a1p. R4aaryld4r TreD7rdang. Re WVea hepr70a•• R.1angNer 7mpT0alg ReotmlWtOr Trep'r"a•. T�. Ri l i Lre�.' Loa"R Ner 7 L Redwww T�ro a*e. 1 x 2 x,378 Lo" tmd0i8 Q loa9ng LoudRq t.oa•"{��p}•p Loa ft g Lmx*a g Lou" Loaft fp La"a �yLL• �Iy}•rtTu fp jy$�• 'ppp;p ,y@y. p urm Tub �MxWonBT 6g 6ee a 6� g L O tl8e 6 Oe � O� e N 111 1 >3 o 421" 170.0 B20 17&0 438 167.3 662 1780 478 128.7 682 170.0 W8 113.8 602 109.6 018 100.8 an 18&8 817 908 602 1689 617 7&7 S82 1869 817 89.B 662 16&8 817 68.7 B83 188.6 617 48m 12L6 507 138.0 418 101.4 607 118.2 410 80.8 807 to&T 403 7&0 6W 1028 389 87.8 807 89.8 387 50.8 607 88.0 388 887 807 89.0 396 43.a W7 1 0 98.0 998 38.0 607 89.0 396 = 111in inLLL W.626In 103,7 408 tt4.8 379 6&4 468 1•.B 371 741 4W 886 36a 80.8 4W BRB 3W 51.8 488 81.3 667 BiB 48B 80.0 366 4&2 4W 8011811 0 388 37.0 4W W.0 3B6 324 468 B80 3W w O W m 854 400 839 338 74.2 400 enB aae 81.0 400 727 322 63.4 400 873 316 47.5 400 86.0 31S 427 400 823 311 3&B 40D 31330.8 d00 81.8 313 267 400 61,8 313Wm3 324 8&8 ?J8 B1.B 324 67.8 270 44.8 321 812 264 3&9 30A 46.9 2W 346 324 45.9 237 31.1 324 420 2S6 2&0324 283 222 324 40.8 283 '19.6 320 488 2&9 j rte. 6311 8A8 2B0 b7.4 262 448 284 48.2 208 36.4 281 43.8 241 33,8 294 3&8 237 2&0 281 Sr.1 7J4 Me 2&4 3&2 232 224 284 33.8 230 182 284 93.4 230 1&9 2B7 33.4 230 4� 333 Win 48.8 288 49.8 230 39.0 288 424 726 334 268 37.8 a1 29.2 288 341 258 28.0 288 31.8 215 23.4 - 28.6 212 186 286 2&0 210 16.7 2B8 27.7 208 14.8 R80 27.7 208 Z 72 In 3&0 225 37.8 196 380 � 322 191 25.7 223 28.4 188 2L6 225 268 US 20.0 226 2&8 182 1&0 225 721 1W 1&0 223 20.3 177 128 276 19.8 178 11.3 228 18.8 178 (� 76m 388 202 32.0 177 2&6 202 272 173 21.9 ?Da 23.8 1T0 7&2 202 21.8 1B7 570 200 58.7 18S 168 202 1&4 163 728 202 16.7 iW 19.8 202 18.8 15e 8.8 202 1&B 188 a 76I" 2&3 - 28.8 188 23.8 192 2&1 1W 202 180 71.0 t82 17.7 192 1&7 M169 1&7 192 1&1 1m 742 182 1&8 188 11.8 182 1&2 152 10.1 192 144 1W &8 7B2 942 1W N O fp 61 1&8 141 18.0 126 184 144 18.1 17B 98 m 1&2 127 1&8 113 N O TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: W Anchor Ce Table, ANCHORCAP.,,�: X N N Subelafe- 2.7•Caorete 3.6k Cam. Ho04•(2d7! Fi084 CMU P7 w446 6tew {DF;W)X{MULLIO CAP.,,�.,...�'ANCHOR CAP.,,, U 0, a u4'es Elrn 6176'Elw tm 86 Bw 610 SW /rd Biot 012 steal Amity 9216•E7oo Umeaat tic EW Wl 3n8•Ebb Uamw IH'Eloo UNaom Amita I1We�11 A9g80E sorer(0N serer i05) Saw(05) USE HIS FORMULA TO OBTAIN THE'ANCHOR .- AlrohorCBpPSR6m6 CAPACITY REQUIRED'CORRESPONDINGTOAN pa N EdOe 0iemlme 0"k r 2•vr P atr7 stra t• 2-fJ2' 1• 2.1rr 7 3•tre' 7 &46' 0.64' 0.924• ACTUAL PRESSURE REQUIREMENT FOR HE �� Embedma401 1.3rs• tare• Lara• ta14• r t•1m 1-u4" 1-fro• 1.1m 7•uc 1-U4• r tam fam 1Bf•' OPENING,WHEN IT S LOWER THAN THE MULLION 2AnotmB @ 476'M•t MC.7 etmbam aorset ap(FIg.1k >m 390 ma 4W ee 890 es t844 ma 270 8e b A 749 ms 37a Os 887 ma A 347 mn 44211e 6W m CAPACITY(FROM HE TABLE)OF THE SELECTED ' 4 Anahae 1.75'61•t O.Q I S""ad(a 06089 COD(Rg.2k 480 ma 7W ms t6A WA WA WA 3eS Oa WA WA WA WA WA W2 m5 88S•9 1110 Oq aAmnimWAdi1to.C.rQ12x6AroMWparFg.3k 7Bo� 790 me BW ms iS8P8a tt188m0 BtOma :E:::: 6W m3 WA 7W me 746 m4 Seo ma 1892 So W2Ee 689ms WD IM MULLION.IT WILL YIELDAMIN[MUMANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY 2AfWw@SAWMan.O.C.IUCW,Mm.i26'Alton.(R0.4k WA NIA WA t9A WA WA NIA wA WA WA WA wA wA RU. 716 me ADDrcIONALANCHOROPTIONSSFROM HE 1 Anotia r FOOD(Flg.8k 185 W 195@3 22b m6 444 ms 821Ibe 135 me 14011A 177 Bm 370 ma 187I•s 332 ms 07916s 1701•s 221 280 W ANCHOR CAPACITY TABLE. 2 Alrhde 1.16'Mot O.CJ F .8 240 ms 9W ma WA WA WA WA 180 ba WA WA WA WA WA 3116s 442113 6W m4 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ORODUCT RBVISBD FIGURE 1: FIGURE 2: TABLE m mmplft with ft FIulft NOTES: D08Code 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING HE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. � 1.000- f'-' Ac I fin a w� '� ) BEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/DR OPENING WIDTHS IS ALLOWABLE. Mier) ho" FIGURE 3: 3)MjIL1I5N $1U1=..10 C HO N:RE 1•TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 1121 HOtf-S TO BE D%LLED�H FI D pll j1W 1G DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2' ;�l`�QN{ LYNN FIGURES SHOW QUGBEWEL1 APORCS"TE KWE LOCATIONS. 4NTC ANGLE CLIP MUST BE USED IN PAIRS. 4)SMTRAMACONC4TE SRALL ODNIORIR T7 ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 37b' CONCRETE BLOCK UNIT(CMU)SHAD.CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED - No.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6083-TS AND BE A MINIMUM OF.125' 7•X 7 X.375'MULLION - THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT _ 9TIF6 L@!ST.1�'U HICK ANDA35.All ANCHORSiNTO MBiAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND•fH TLit1AL S10 p1lANEHORS INTORMOOD MAYISE STEEL,18-8 S.S.OR 410 S.S. 7�•M� :d S � i'"_" •' P •• • • • • • • • • • ., gyp,• ..... • •• • • • • • • • • nfIAL��` •• • • • • • A.L`JNN MII21tE13,P.E. FL P.EA 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11 TABLE 3A + MuI11onC• Table OR 11 11 Opening in(for aeNoapy- wiring nutions)or Opening Haight(tor halmmWspaMng tnu5ons) It U! min 60 In MIR 00 In I In I 100(n t"In 1401n IN In Reotenp4ln TrepMan9• Reotenguler T+epTdetp. P.wtmvAw A1"wo. Reotmt9der 7FepiTdeog. Rwtmv" 71s"am- Rmte+•dv TtapRtlenp. Reet•t•tltr 7tePt7aeM• fieolen9der TrepRdeng. TMloadng �Yn 1 x 2.76 x 1�8 Loedt Loedm Lmdn9 tw&V Leadn9 t•mdna Loadn9 Lee"Mullion ov! Losing Loadag Loa&tg 1Aed1q Lekdlg L�00 Lesdn9 teadn9 .375 AN Tube f z N o � 121n 170.0 820 170.0 436 170.0 744 170.0 478 170.0 885 1709 SOO 170.0 992 1740 Big 170.6 1118 170.0 621 170.0 t240 170.0 621 149.7 1301 170.0 621 127.6 1201 170.0 521 111.6 1301 170.0 621 I1J NN 1740 TOB 170.0 624 170.0 860 170.0 694 1740 992 Me we 170.0 1192 170.0 861 161.8 1189 170.0 977 136.6 1139 170.0 980 1139 1139 1709 5E0 97.8 1130 1709 Bm 0.'1.1 1139 170.0 860 Cn 60An 1n 170.0 747 170.0 853 170.0 We 170.0 631 197.9 1072 170.0 654 1489 ION 1740 729 130.5 1030 170.0 747 117.4 10.12 7740 TM 979 103E 17MO 760 819 I-10 032 170.0 769 73.4 1032 170.0 758 Q 61 m 1709 797 170.0 812 1619 007 170.0 891 1M2 901 164.7 730 12DA 907 162.6 77O 1079 907 4104 f•9 907 41.1 710 809 907 r45A 709 68.1 807 140.0 709 609 [•T 140.0 709 m F' m 01 111.1 736 I. 828 117.8 736 1943 811 1009 738 116.0 8119 86.2 736 1042 880 79.4 736 099 583 70.5 735 96.1 676 69.8 736 674 (i0A 735 81.9 674 K.1 736 01.0 574 J 60In 141A 680 130.0 670 1019 888 111.6 �7 67.0 665 969 647 782 869 941 538 a.7 688 83.9 1191 80.9 068 me we 509 688 621 43.6 868 76.8 621 38.1 888 76.6 On fish 109.0 807 1124 622 NA 807 99.1 511 7&7 MO 501 86.2 607 -m 403 66.9 807 719 486 610 607 67.0 481 442 007 478 379 807 827 474 33.1 907 82.7 474 Z 72kt 91.8 510 66.8 443 640 110 73.0 434 tO 849 428 5t.0 510 67.9 to "A 6t0 639 413 40.8 610 640 405 34.0 1110 402 282 610 44.1 388 26.6 510 44.9 We 70b 8e.4 4ae 72b 400 117.8 468 61.7 392 0.6 64.1 386 49.4 458 4&8 '378 3&0 488 "A 373 34.7 486 41.8 388 20.9 460 382 2A.e 468 3&0 369 21.7 456 35.7 368 78N 642 438 67.0 301 63.5 436 989 373 45.9 436 49.6 We 40.1 436 44.7 380 3&7 43S 40.9 386 921 136 36.1 351 28.8 43a 34.4 314 22.8 136 329 341 20.1 49S 322 340 fit.. Q N C 9051 41.8 327 4&1 220 349 327 36.4 285 NA 327 31.5 380 25.1 327 209 275 232 327 �.7 271 219 327 23.7 280 121 327 219 262 149 327 18.3 288 N M O W N 94.4 287 36.4 257 28.7 a67 29.8 262 24.9 27 28.0 216 219 267 23.1 244 16.1 267 20.8 as 17.2 287 iB9 237 14.4 2� 189 232 X Oil In 242 227 24.7 285 20.2 227 20.6 201 179 227 1&0 188 18.0 195 W tai 1111n 223 216 27.7 184 19.6 21a 1&1 191 16.8 216 146 720U 179 184 iT.9 167 V x q O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: I Andwr Capewlty Table s) (ANCHOR =ANCHOR CAP.,,, .ra FIR sueatNe 27k Caemte 394 cm. "d0'4 U F•NCL1U mWooa MeW (DPm)X MULLION CAP.,o,.,,� 88 g� '••t paetaaTypa 3118•Eloe NOeoon 1N'Ebo Ulke0all Ntr 9H5 pm Ulfmoon 1N'E1o0l6kaom itd•88 FJoo arta•poe 1M•»poo 010 steel n2 Steel Ofa 81ea1 USE THIS FORMULA TO OBTAIN THE ANCHOR Mohor Cgp Petteme 999 MieMr 16treoa AMetiamr SMW(05)SCM(051 S-M PW EOpo putmpe0nk t• a-+rr 9.118• t• 2•trr t• 2.12• 7 3•tter 2• 0.48• o.6r 09x4• CAPACITY REQUIRED•CORRESPONDWG TO AN EmbedmentM 1.3N• 1.N4' t-37d• talo' 7 t-u4• t•u4• 1.1N• t-tH• t•w• 1-v4• 2 tea tea ACTUAL PRESSURE REQUIREMENT FOR THE 2 44 4.75 A9n.O.G t 81wtd•0 a01ree1 t:BP fFt9.1k 380 M 380.6 460.5 eB0 ibe 18H bm 270 b lee 954•o 740.9 374 th 884th 94 to 341 bm 442 me am Foe OPEN WQ WHEN R IS LOWER TW1N THE MULLKIN t Aoekas®t.15 Net O.C.18IatMenS(org6se4 C501F4.2k 4800.5 70D 0.S WA wA wA WA 380th WA WA WA NW WA 882 MS 863 th 1120 Ms CAPACRY(FROM THE TABLE)OF THE ANCHOR t� 4 NgIgro�SMin.O.G tl2)2�BAnple CUP l(F�0-9k 78000 7mm 680 be t IbS 78wrA 610®5 500th WA 7W9w MUM Wtb. 198 W 002 ba BBb lee 11200.5 MULLION.IT WILL YIELDA MINIMUM ANCHOR QUALIFY 2 AMIN=00.45 MN.0.41 LLdp.InM.t�Akan.IF19-4k WA wA NA WA WA WA WA WA WA WA 110( WA WA ,l 716 tm CAPACITY LACH OR OPTIBE ONS TO FROM t A wtmrr rtp Oro.a7 les sA 166th a26 th ae M 622 a 135 em 148th m 9m 370M9 1 W lea 992 tm 473 th 170 M 221 tea 2m M ADDITIONAL ANCHOR OPTIONS FROM THE lima a a i.16.16k4 O.C/F (Fq.ak 240ma 350 bm WA WA WA WA 190th WA WA WA WA WA 311•e 442 Me am Iha ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (::6-1)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. rRODUL-r REVISED a9 ceml09.g6 dth Ib0 FIOti39 Ba(1dm6('off �• Aceptanat No� 'C Z19•d3 FIGURE 1: FallRE 2: TABLE NOTES: � 1.0110• r Bco tiers Date • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON lk3WG THE TABLES AND SHEET ZS FOR INFORMATION ON LOADWG. • • SE&SHE&W-4§OVENF.SAL11VTA`LATITjMETHODS. Mi I Aod0at05atre1 • • • • • • • • • �ttt tti 19.NEAR101' RPOI.AffIalBBff1MOENi4Ul►:NOTHSAND/OROPENWGWIDTH313ALLOWABLE. FIGURE 3: y�/iELLQI�l�1DjOl K1h�MIS1H ;NAREMITTOSCALE.FOREXACTDIMENSIONS,SEESHEET$ 1-23. 2.757r�a,.•'LIGFNSE -•.� i • • • E3 OR JL IN TAE FIELD Ft)LLMING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •'.•'it FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N0.50706 F* ANGLE CLIP MUST BE USED W PAIRS. •q)$118.5'fRATE3:CONCRETE SHALL CONFORM TO AC1301 3PECIFlCATKWS.HOLLOW AND GROUT-FILLED _ NC L•I'E BL K4UNff C SHALL�NFORMTO ASTM C-S0.WOOD SHALL BEPRESSURE-TREATED 37W FIGURE 4: FIGURE 5: FIGURE 6: • {�(ELL gp 6{N AN Opb. AL4MINUM SHALL BE 8083 TS AND BE A MINIMUM OF.126' c) 8 ,I C�I t(t ••i„{CK•3TEEj SjTOENI1l�MUMj3A33ftND.043•THICK(13 GAUGE}STRUCTURAL STEELTO BE AT t'X 2.75•X.375 MULLION FCOR4V P.•' ��: ® iEASTa1RS'THIOK Ag1D 948.qLl ANC4� I SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i�iS •"'•••• \G • • • ••THE MRTERIAL fr1898 tR12l�dCHORS INTO W004MAY BE STEEL•1&8 S.S.OR 4105.3. ��J,i L,��(-,��F(;P.E. FL�1 58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE4A • � Mullan Comity Table �+ � OpordimmWidth(for 5ladaa*Vwv"tmfi9tte)orOpaninpHalgM(forh31iam4a6y9p6rNn9Irt�o�) a Som Som Tom eon Som loom 120m 140m teon o ReottmptOsT 75e1�Tdmf. Rectengtier Ttaplfaarq. Ra m uft TIeWTdteg. ReGattpirr Tmp?tlaq. Rsatmtet6m Treptltlat9• ReOImBWm 7tspTAmg. ftmTretpBe VspdNenp• p 4 1 x 2.76 x to Lwft LT Losdhtp LwAM LoaTap Iaaft Loednp Loedfnp Loaaly LoatBtt9 Loeiq L4adlp taadtry Loadn9 InadnO IAadnp Y F3 tL .690 Alum u) mman 1, 1 fill, � � z 001 y Vo 42n 170.0 820 iTOA 439 1703 7K 170.0 478 1TOA BBB 170.0 808 170.5": 170.0 618 170.0 1118 170.0 621 770.0 1210 1780 621 170.0 14Be 170.0 �1 168.7 1�0 170.0 621 138.8 IB20 1780 81 J W 48n 170.0 708 770.0 524 170.0 860 170.0 684 IMO 882 170.0 630 170 1780 Sol IMA 1275 MD 877 170.0 1417 1780 880 141.7 1417 170.0 880 121.6 1457 170.0 880 108,3 1417 170.0 NO Q. /n W.W5n IM0 747 170.0 583 170.0 888 170.0 631 170.0 IOW 170.0 684 170 170.0 213 1628 1268 170.0 747 148.3 1288 170.0 788 121.9 1288 170.0 788 10(.6 1288 170.0 788 97.4 7288 170.0 768 p O Bf n 570.0 797 170.0 812 170. 856 170.0 N1 570.0 1118 1780 754 150.7 1130 1"A 600 139.0 1130 170.0 037 120.8 7130 170.0 888 100.6 1130 170.0 eat SM 1130 170.0 681 75.3 1130 170.0 081 � � J 86n t70A 005 170.0 701 1WA 816 188.3 781 128.0 076 1448 746 1089 816 732.3 735 973 916 123.9 728 07.0 916 118.8 720 73.2 816 174.4 715 828 918 174.4 718 549 915 114.4 715 ? � � ,y 83N 1813 830 181.8 756 120.0 030 138.0 BBI 1089 630 123,2 081 94.0 B8D 1122 910 NA 830 104.0 882 76.8 830 90.4 688 83.3 830 91.8 849 842 830 84.7 849 47.4 830 94.1 048 as in 1321 78t 140.0 860 110.0 781 118.0 838 64. 10&9 821 826 767 98.1 SO 724 757 88.1 808 68.0 767 ea 800 66.0 767 78.0 693 472 757 70.2 881 41.3 787 782 691 � J e 72n 101.7 838 1069 682 SLB BSB 01A 810 80.1 SSO 833 878 722 521 689 838 W.5 514 WA 818 823 508 424 838 61.2 500 38.3 830 933 497 313 838 55.2 4117 � J Z eeJ�� 78 in 80.6 871 W.4 486 72.1 571 76.8 468 71 BIA 470 84.1 671 60.0 471 480 671 �9 464 43.2 671 61.8 4778 38A 671 47.0 481 30.0 671 44.8 447 27. 671 41A 218 78 n 80.0 842 014 474 88.7 842 70.8 IBS 67.1 M 02.1 488 MO 642 55.7 449 44.4 - 51.0 442 40.0 512 47.5 437 93.3 642 12.8 428 28.0 542 40.8 425 26A 542 40.1 423 90n 821 407 63.7 T43 407 46.4 368 370. 497 39.0 349 328 Off/ 30.3 348 288 407 321 338 MO 407 20.8 334 21.7 401 28.1 327 103 407 24.1 322 18.3 W7 Z7.0 318 �p�96n 428 ss6 14.1 368 372 3U 3oa 398 324 SOB 288 338 28.8 304 23.8 3W 2a.1 300 21.5 353 24.0 208 17.0 368 21A 200 16.3 398 79.2 284 108 n 30.1 283 90.8 283 289 251 21.5 283 22.6 247 103 283 180 221 16.7 21631 to 18.0 249 18.1 283 169 237 nY1117n 27.8 287 26.3 201 29.8 238 19.8 287 20.8 239 47.3 267 18.9 231 18.4 287 10.8 228 xQ ?.+2Z0 228 22,3 220 183 205 76.7 228 162 202 Q TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: .O AnaharCe TWO ANCHOR CAP. ,,,, 9u6eheta 7k tWi4lele 16k can. Hofaar u Fae8 CA01 PTNb68 Moet (DP„)X( ,=ANCHOR CAP.- � � 114•H9 El10 91s FJoo 1x•88 taco 01081ee1 912 Steel 621 Skei MULLION ArAhaTypn 711s aw Lgtmm 1x•Elt UlUeem p5lIVE YIW Ebo LAtra n tx•Eko Ulhwan atetleta 191leeal ApgreOalor SaBn(G5)Sam(G5) ertae(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR Analtol'CUPPa168m6 CAPACITY REQUIRED'CORRESPONDING TO AN Etpe Gxtnne Or 1' 0.72` T tam r za2• t• 2-t? a 3.1/s T 046• 0•�' asn• ACTUAL PRESSURE REQUIREMENT FOR THE x• taro• 1014• 1-tW t•va• 1.514' t-v4• t-U4• r tate t•� `81188 OPENING,WHEN IT IS LOWER THAN THE MULLION 476•MN.O.C.ISlendad orObe7 aro(0.0.t1' � 390N4 dsO ros xi 2/0 na 280 WS 354 Ms 7W ma S74IDs 68d Bq BIB ma 341918 me ITY(FROM THE TABLE)OF THE 4 Aaettas®t.ts 1dh O.C.7 Btes6m4(a o6sm)1270lFb 2): 486104 700 b WA WA WA 380160 WA WA WA WA 1120 MMULL ON.IT WILL YYIELD A MIN MUM ANCHORT�(1)215 Ane UM 111*111.4 780n9 78Dm0 8808 16801as 640 Es 680 ptsWA 78DM 748160 BSO Pos t8B216s BB't _2Anohas®0.4sMOn.O.0/U42ro.htm.l2Akm.{Fq.47 LOA WA WA WA WA WA WA WA WA WA 10A WA 718 bs ADDITIOONAL ANCHOR OPTIONS TFROM t Aaeha/F•pp(Fq.SL 1856• 196 W 225 Bs 445 Ent 672 @a 136 Bm 1409w 17/Ds 37084 197I5s 9S20q 413 MS 170®8 221 IDs ANCHOR CAPACITY TABLE. 2Anatq•®1.18.800.MCI F•aro(Fp.81 MGPoa IWII. WA WA WA N!A 190 P. WA WA WA WA WA 941 the 442 ft BBDb PRODUCI'RBVtSHD NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. d CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. uui�Y� Y1D Plbrift Q3 A¢eepmaco ido�•p21�+• FIGURE 1: FIGURE 2• TABLE NOTES ,� 1.000- r-. BxpitalionDam j2oal 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOAOR4G. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METI.ODS. Mt°'" •• s�••• •� • • • • •• �11� 2) EAR INTE••REOL''A**7''1--(3'f4�Ut L j1GTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MU&VN ANDi4Uy►jDC CI S:HOp:RE N8r SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,76D• P��;• 4tCENSg '•.F� % HOIESITO B✓a OB ALLED"THE WELD ipLWWWIJ 31MENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •� to FIGURES SHOW SLWESTEO,APPROXIMATE HOLE LOCATIONS. `7` No.50705 ANGLE CLIP MUST BE USlD W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FELLED 611W -•U ��jJ Q �j CQNCR�T�VI.00K IINV(CMUWLL CONFORM TO TM 490.WOOD SHALL BE PRESSURE g7A�• 11/ FIGURE 4: FIGURE 6: FIGURE 6: OtELlOW WUTHERNj M WITH 44 SG OIjO.St AW UM SHALL BE 6063-Tb AND BE A MINIMUM OF.125" O •Da•K.STtfl STUDaTQBE•MINIMUM(iRA[iE 39ANp•045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT t,'•,FC OR70�•'6 � • • rxaas•x.e5o'MULuoN C , LLAT.125 THIOK ANIPA36.ALL ANOI ORSBNTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND moi'S 510 (G`.. •Ttl TL.#ta dP1�1tANeS 1617ty87�0CD II GYBE sT£EL.18-6 s.s.o0.a10 s.s. A.LYNN MILLER,P.E. FL P.E.#58705 e • • • • c Le • • • • • • • • • • • • • ••• 0 0 0 ••• 0 • TABLESA ® � Mutton Capall TabN Opening Width(9uLe1Nce9y sp6Mro mutons)or Open FNIBht(tor h6rtzorlesy apeMng mUiotre) 50tH Mm TOm 8Ob Win 170In f201n low login 4{� RealmgNier Trap418a�8. Raalmgidar TM*Tft,9. Reolen9Nnr TtgYT4an6. Reolanpim M.FaAmg. Ratt•t d. TwvmrO. fMowwar Tlap{Mm10. RNW*ia TMrffi.M Re Wgular TmOldsna ROalwaft 'Oa amm Gln yl-5 1"x3,126"x Losav Lmft Loft Loadtq Loadn9 I.. Loaan0 laeMO IAe9g Looft Lwft Looft Loa•rg Loadrm Loamq Lomfne LoaAnO loadn8 SY Tube mull 1 1 1 1 1a h h 1 h I h 1 � a dp Q N 421n 170.0 eso 170.0 435 170.0 744 170.0 478 170.0 eW 170.0 Me 170.0 970 170.0 S10 17&0 1118 170.0 %1 170.0 12to 170.0 621 17MO 1488 170A 821 170.0 1735 170.0 621 1644 ISM 170.0 621 J W 48 In 170.0 708 170.0 524 170.0 650 774.0 604 17M0 M 174.0 00 1'70.0 1133 170.0 881 176.0 1275 17MO 671 170.0 1117 170.0 890 ifi7.7 1817 170.0 860 138.1 1577 170.0 BW 118.2 1677 17MO 680 O = 50.6M in 170.0 747 170.0 583 170.0 968 110.0 &71 170.0 1018 170.0 684 170A 1105 170.0 723 170.0 130 174.0 747 00.0 1484 170.0 768 141.7 1495 170.0 760 121.5 1405 170.0 768 10&3 1!70 170.0 m W o Q 541, 170.0 797 170.0 612 170.0 ON 170.0 691 170.0 1110 174.0 784 170.0 1276 170.0 803 t8&1 1401 170.0 M7 149.5 14M 170.0 856 124.0 14M 170.0 881 170.6 1401 170.0 681 914 14M 170.0 01 M Mtn 170.6 870 170.0 701 170.0 1003 170.0 797 158.6 1158 174.0 879 138.7 1168 187.0 928 tt31 1158 1S&6 017 111,0 1150 119.7 010 025 1158 144.8 003 78.3 1151 144.6 903 69.4 1168 157.5 on � J 6351 170.0 930 170.0 745 10.0 1019 170.0 BSO 137.0 1049 15&5 NO 119.8 1048 141.7 00 10&6 1049 1320 838 Me 1049 128.8 826 78.8 /670 118.3 820 63.6 1019 118.0 818 69V 1049 110.9 818 Q o O MH 150.8 066 170.0 789 f0l 050 151.3 BM 118.1 055 13&7 7M 1042 956 121.4 77s 926 BBs 110.8 786 81! 95s to&! 762 a&6 965 708 746 0.e SM 88.7 748 52.1 WS 70.7 746 ? a.SM 114 892 91.6 US to1.1 870 0..3 703 91.2 659 71.4 50s 63.9 848 842 U3 7&8 00 63.5 800 722 832 46.9 803 Me 828 10.1 BIXi M.i0.7 yZ14.1 721 97.0 610 78.0 721 6&1 695 MS TE1 76.8 89S 8&7 721 70.1 b88 61.0 TN 06.4 570 4&6 721 0A 6W 08.0 721 68.8 664 34J 721 08.1 683 ?78 in 101.0 884 170.1 598 88! 50.4 687 722 861 7&4 678 8&1 684 70.4 W 50.1 am 64.4 550 50.5 BB4 0.9 551 42150! 64.1 841 3&1 884 81.3 850 318 881 50.0 0470.8 614 87.8 40 614 67.3 446 47A 514 We 440 57.1 514 44.6 433 36.8 614 408 427 329 014 37.3 421 27.4 814 33.0 572 23.6 614 30.4 405 20.0 614 29.0 403 W M 642 450 50.7 404 462 47.0 388 36.7 452 40.8 m 33A 452 3&4 384 30.1 452 328 376 VA 45L 30.3 373 728 452 298 383 18.4 4ffi 242 30 16.9 452 22.8 350 1Mk1 38.1 3S7 38.9 322 31.7 357 327 317 272 367 2&4 312 23.8 367 05.2 308 21.1 367 72.7 303 18A 357 2&8 270 16A 357 18.0 03 138 357 182 287 11.0 387 16A 053 S Y iftm 3&i 338 35.8 370 292 398 0..1 Wt S. 338 26.1 270 21.9 338 23.1 202 10.6 339 20.8 288 17.5 336 18A 284 14.0 335 188 278 12.5 S38 57,0 273 11.0 339 13A 20 � 00. IA tq 120m 27.7 270 2&2 763 23.1 20 23.7 M 19.8 289 208 2M 17.3 20 1&1 2M 15.4 20. 18.3 249 13.8 20. 14.0 248 11.0 20 120 DID 9.8 0.9 11.4 238 &7 288 10.! 232 Q x Q O TABLE SB ANCHOR CAPACITY ADJUSTMENT FORMULA: a Anoho7Ca Table ANGHORCAP.,,",,,,, t9308uate 7kWncase ask Cam. mdmcmu F�aCMU PTWO05 0.•N (DP_)X( )=ANCHOR CAP.,,, Nta ato Wee EICo Sna MCO 114SSEW 810SIeN W28Ieti 0128IBeI MULLION CAP.,,,,,,,, paOhorC6pPettems Alxlo� OFEIcoU6nem v4'EkoUtmtoa ukram WIVOCOUMmtn uq•Emouamcm Armor Utmcon A or SnSv(05)Strea(e53 Saest(36) USE THIS FORMULA TO OBTAIN THE'ANCHOR EaFP0SWUWg 1• 2.112 1• 2.112 8•Ua 1• 2-vr I. 2.112• 2 &118' 2 0.0.• 0.62 o22r CAPACITY REQUIREWCORRESPO DMGTOAN Emixanml tau• 10.20.• talc tse r t-114• 1•V4• 1.10.• 1.114• 1-u4• f-114' r I-W lana vain ACTUAL PRESSURE REQUIREMENT FOR THE z Ane>rre®470.ran oc.I stamaa vomer 90.913 m SBD m 450 63 706 m 1844 m 270m leo m 964 m 740 ma 704 m m 048 es 941 m 4429 moms OPENING,WHEN 1T IS LOWER THAN THE MULLION 4Anthm4®1.15•Mkt0.C.1sIm16316(orem811CtpO1B2T 480m 700 r. WA WA NU NIA swan NIA Nm wA WA WA 6B2m N5 110 1120as CAPACITY(FROM THE TABLE)OF THE SELECTED 4AlciloN 49s Mm.O.Q7 d6An2bCtpaI OTA 3F 786m 770 as wDMR t5Wm 189am 846m BW las 5701 78006 748 W0. 80Dm 102m 682m 65590. 112.0106 MULLION.IT WILL YIELD AMWIMUM ANCHOR 3ATOM Q 0.45•Me.O.C.!U4V,mto.IWANm.ft 4t N"A WA NIA IWA NU wA WA WA 1VIA NIA WA WA WA WA IMVM CAPACITY WHICH MAY BE USED TO QUALIFY FGp ask 195m 170m =kis 445tH 9PEm 41sv, 140m mina aroma 187 ink 392m 479m linea 221m ZW ma ADDITIONAL ANCHOR OPTIONS FROM THE 2Anat�na®1.la KIM,iF a6Y zoom 95Dm NIA NIA "A 19A 170m NIA NIA tUA WA WA silos 4420.e lf50m ANCHOR CAPACITY TAB LE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. PRODUCT RGVISBD 0.v eeml9yYy��wlFh Ota F101(A I»1.000'�f B1riWb18Code FIGURE 1: FIGURE 2 TABLE NOTES: Aere(xameo�o(6��1�•�2t 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADINQ B7 SFU:SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ! 11 t I 11111 j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125• FIGURE 3: A&Nb F 3)MUUlO➢1�N)UCL�pN�UP$S1i0 T '�bALa FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ��'�;•' CE S • 'f' HOLES TCABE DRILLEEWN THE&EL j FCg.LCjnN&DIVENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •'112�% ' 0 FIGURES SHOW SUGGESTE0,1PPROXI AA'Ei1W ELQGATIONS. _ i:: NC,50705 _ ANGLE CLIP MUST BE USED IN PAIRS. 4 SUBSTWES:GbA&wTESMLL LbNFdIr30 RM 10 AC1 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '�• n � CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T S AND BE A MINIMUM OF-125' S(AT� F :'•>'U� FIGURE 4: FIGURE S: FIGURE B L7 •., 1 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEE 'X 3.126'X.5'MULLION L TO BE AT 1 (r VF MULLION) '.�� ••rLORLO.•'•SCI � LEAST.4•28'TPHMWND A36.*LL ANONORS INTO METAL SMALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •'��``S ..... ��~ MOO II II I THE t3ATIUAL.110&912 A4CRORS INTO WOOS MgtBFSI♦EL.18AS.S.OR410S.S. 7iI� �,�� •• • • • • • • • • • A.LYFIN�MI' L%ER,P.E. • •• • • • • • • • • FL P.E.#58705 92 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8A MuWon Cn Table O"llinBt791dth(tor v8ffl-yspaMng m1�ore)orOpening HeIgM{ia'hAtlzatlelY•aparnlrg(11111116119) Goin Wb "in so in Ooln tm in 120 In 1101n Iso In mauler 'Oey01en9. Reamtpdia Trepirdaag. Rrotmpda OePrttlal9. Reatmpolu TMOMM•. R%UrWUW 'in"en) Remmgtfer flepfdwo Raft Wor Trap rdan0• Racts"40 Tmpffdmta Reotm•t1a 7YWr016n& p�aS� 114%.126 1na&p Loaft Loading Loaft Loading Loading lowing Loading Lorft lo00ng Loaditp Loading loading losang lmdn9 Loading Laadioa Loading idY aMu175 ln be � � dam � Ifi 421n 17&0 B20 170.0 496 170.0 7H 170.0 478 170.9 BW 17&0 606 170.0 092 170.0 NO 170.9 1118 170.0 621 170.0 1240 170.0 621 170.0 t466 170.0 821 146.8 UN 170.9 821 IVA 1469 170.0 621 J w 4881 170.0 708 170.9 624 170.0 @60 170A 5% 170.0 901 17U 890 170.0 1133 170.0 881 170.9 1276 170.0 677 168.3 i3IXf 170.0 880 190.3 1303 170.0 880 111.7 1303 170.0 BBO 87.7 1305 770.0 60.8'f6in 170.0 747 170.0 687 170.0 898 170.0 891 170.0 1048 170.9 861 170.9 1196 570.0 723 160.1 7238 170.0 747 140.5 1238 170.0 700 117.1 1286 170.0 768 100.9 1236 170.0 700 67.6 1756 170.0 TW w Q 6651 170.0 791 170.11 612 170.0 W 170.0 B91 17x0 1116 170.0 764 161.4 1166 170.0 603 1372 1100 160.9 637 125.6 1168 170.0 800 1029 1168 170.0 001 682 1168 170.0 001 772 1168 17Q0 BBf O1OT N W N 17a0 896 11'0.0 701 1007 5012 170.0 791 1429 10Q 181.1 832 120.1 1012 14&7 816 1112 1042 138.9 601 100.0 1042 1302 791 85.4 *042t2&.141 782 71.9 1042 12&1 782 00.6 1042 12&1 782W m 170.0 990 170.0 745 1612 902 185.8 818 12&8 BT4 IMA 700 113.! 982 191.0 782 100.8 002 MIA 788 00.7 4189 114.6 758 TLS 746 81.8 002 100.0 7M6&7002 106.9 7MW In 186,4 047 170.0 780 137.9 047 14&0 M 116.1 0.47 130.3 700 IOOA BR 117.7 762 9lA 047 108.7 736 627 917 107.2 721 00.9 T/1 00.1 817 84.0 711 61.7 647 W.O 717 72M 136.0 649 1427 737 1132 8!9 121.6 722 91.6 618 to&g 708 64.0 849 0&4 OW 78.6 819 88.1 on 61.g 849 02.7 875 6&8 649 T6.b 009 4&e 649 728 062 426 640 72.4 861 Z 78M 118.6 762 120.7 006 98.3 782 5028 862 628 700 WA 810 722 782 80.9 828 042 762 74.2 W0. 67.8 782 892 613 18.1 7825 G!.9 802 41.3 782 69.8 887 30.1 782 69A 696 TB fn 100.8 721 711.9 834 80.0 724 W.9 1121 78A 721 00.9 009 88.8 72A 74.4 688 68A 724 60.1 Wt 63.4 711 864 863 44.6 721 B7.S 679 382 724 61.3 687 83A 721 00.6 600 J W N 89.8 6N 71.8 403 6&0 613 80.7 474 4&7 6p 62.9 486 43.6 BIS 47.1 400 38.9 543 428 002 34.8 BIS 9&6 448 20A 643 34.9 438 24A 643 Yf•1 490 21.7 843 30.7 400 L (V O WIm 6&9 427 478 478 40.7 419 40.9 478 432 412 3&8 478 98A 400 31A 478 91. . 396 23A 476 28.1 900 20A 478 2&8 38D 178 476 212 378 41.1 M1 all 377 34.6 335 2&8 377 302 330 282 377 2&6 326 224 377' 24A 321 20.1 377 22A S17 18.8 377 19.0 310 14.4 377 11.1 301x 97.9 ffi330.9 367 31.0 318 2&6 367 27.8 313 232 007 24.4 309 20.8 357 72.0 306 1&6 357 20.1 301 18.4 397 17.4 284 x26.8 279 24.5 300 210 274 21A 300 21.7 270 %3 300 19Z 18.9 300 17.3 28S , nN 172 too LL osu go TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: � AoMlorCs I Table HoBonCNu Fatdty111 PT Wood 46emt (DP-)X(ANCF�R =ANCHOR CAP.- BWnimta 276 obalu a 3.0 Colo. MULLION CAP.M„e, U4'fl9 Elco 6IIS Elco IW 88 Eke OW Steel 028tael 02 8ted ArobaType: Vic me Umeaan 1r4"Elm Le"nee 81 3f1B'Eke UlbaOon tw•Eba 1111=0 To Ultreemn18ueaal pp9(eAe[a saew Btaety(09) 8erew 1061 USE THIS-0 FORMULA TO OBTAIN TFIE"ANCHOR AnahorCOp Potl6me EdW 8feferoe @+k t• 2.12' r 2-tr2� slre• 1• 2•v2• r 2•tm Y 3•tr6• Y 0.4e• ger as2v CAPACITY REQUIRED"CORRESPONDIN AN C-mba2uad Mk t•3/P' tarn t-su• t•3w• a 1-114- 1-114* 1.1w' f•va• 1-tw• t-v4• Y tare• I-TV sake ACTUAL PRESSURE REQUIREMENT FOR THE 2Aroalms®4.76•MLe. .C.1 u mdma a01be1c8p tR0.1 me 300 fbs ma BMW t 4 0• 25 rm 289 me 9• Too me S74 ma BB4 ms 848 me 94I 9n 2(e 600 me OPENING,(FROMHEN T E TABLE) OF TH HE SELEMULLCTED 4 Aroma®ate Mh o.c.r t7feMad ta174meO 131p lF10 3k 70091! 700 me 660 ma 1410 ma ase me WA S80 me wA 83060. WA 009 me WA 002 OIs 886 me 1129 e>s CAPACITY(FROM THE TABLE)OF THE SELECTED a Ane6ae®1.75 NJtL O.R/Bima•6(aO1sal COD lR9.4k 0.W be 1500 lbs WA PVA WA WA 7601be WA WA NA WA WA 1S&96e 1770 b 212 no MULLION.IWH ICL YIALD A MINIMUM ANCHOR 4 Anaiaa tTr66n O.C.rtzl n6Aneb ca9srffq.6k 7006n 780 ma OW bs t6W op tBW bs 6106m 660 ms WA Teams 7481bs B806e 1884ms 682 be 6WIbe t1206s CAPACITY WHICH MAY BE USED TO QUALIFY 4 AnhM0 r B6n.O.Or062t8 At•18 fOpe1014-8k 11700m 11701bs 1009 pre 2340 Rs ?0.H Bs 81069 8/000. WA 114060. 1122 bs iS20 be 28381 10226s 1327ms tow ms ADDITIONAL ANCHOR OPTIONS FROM THE 4 Mehom 0 0A Min O.O Idem,Onlw--w0.7k WA WA WA WA WA b9A WA WA WA WA WA WA WA WA 143060. ANCHOR CAPACITY TABLE PRODUCT REVISED 2Amhma®2.25616.O.Cf FOOD FIp.81: 390 ba 3S0Om 2909A 7061A 476 FA WA 280 ms WA 916 ms WA 4400b WA 941M 01260. 600 be as complpitt6with ata Fldith 2 Aeon-@ 2TVhamlill-tV WL O.Cf F•MP n Ok 400 We 70063 WA wA WA WA 380 me WA WA WA WA WA Mme BBS ma 1120 be 1•�" r Acild�cceeNCodNO'b7.)8.O NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A9 THE STANDARD CUP. P.xp11m700 Dole QQt TABLE NOTE$: B Nlland 4�ednctn.�.1 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES; FIGURE 9.. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE \\f 1 • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1\4 ....••• '�C �� tlfiEf\�1N IOAU Lt&GTHSAND/OROPENWGw7DTHs1SALLOMABLF- ''•.�r • • • • • • • • • • • • •• • '�" 4.OtXM 3)►dULL1011{4NOi4UWOy Cly s ypylpN ARE NOT TO SCALE FOR EXACT DIMENSIONS SEL SHEETS 21-RE HOLES TO BE DRILLED IM THE FW.DiOLiOWYNG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW 1 -• FIGURE 6: FIGURE 6: FIGURE 7: SOGGEW",APPAMI MATE HOLF LOCATMS. 7:a• l 6 fij • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED :fin'•, STATE 1 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90-WOOD SHALL BEPRESSURE-TREATED YF11OW 126" <C'•.,�20R10?.•�C9 •E�TUWD�TO BE A IaIN11NUMGRBtDE 33 AND 9645iTHICKPINE VATH AN&G OF 0.55.&UMINUM SHALL i(8 GAUGE).STBE 6083-T5 RUCTURAL BCTURAI.STF�L TO B£ LEAST.1 'EA MINIMUM OF-12VTHICK. THICK L %sSjnTlA`- ANGLE CLIP(FIGURES 638)MUST BE USED IN PAIRS. • D ALL ANCHtA23 RJTOMETAL46HlR1.9CTEND AT LEAST 3 SCREW THRFI4DS BEYOND THE MATERIAL 1110& 1"%4'X.126• /L LYNN�IL�R.P.E. •;12 A%VORS Li�TB t Ii�IY 9 18t S.I.OR 410 S.S. MULLION FL P.E.A 5$7� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7A �,.p ® � Mullion Capacity Tabic al C!^ Open Ing Wift rterBceiy-sp9niCBmtflow)orOpantngH91ght(Mrhalnoneayspa-bvmW6om) yyJJ t(to 50In 60h mN BON 90N I in 110I" 110h ISO 81 tl Red"VAm TMPTdalg. Rxtm1W 7fap WVXh RNMn5 m Uwelma. R0OWWA r Traplfdmq. R-wnuds TmLo"tmi6. Ra UVAU Tm7/Riiev- 11a01m•ula Traylydan9. ReotagWm T/eyMeW Reatapll9r TrLwdna9. u 1x4 x.376 Le" L.-ft Lose* LwAno IAR" Loaft Laaft Loaft Loamv Lo 'L-dm Lcdav Loeda9 Loadna Looft US&9 1.0"m La90n9 aid aq Mufflon ,n 15111 n it I I 111 11 111111]1 I 11 11 1 11 11111111 111 o @N +70.0 8211 170.0 430. 170.0 7u 170.0 !m 170.0 eea 170.0 hoe 1700 BB2 770,1 618 170.0 1776 170.0 alt 170.0 1240 170.0 bat 570.0 toes 170.0 621 770.0 17x6 170.0 alt 170.0 103 170.11 521 � 48 h 17-30 TOB 170.0 624 170.0 660 170.0 864 170.0 1182 170.0 930 170.0 1136 170.0 681 10.0 1278 170.0 877 170.0 1417 17xO 880 170,0 1710 170.0 680 170.11 1883 170.0 880 181.8 2@4 170.0 880 � K BUB N 170.0 747 10.0 50 170,o $W 170.0 631 170.0 1048 170.0 061 170.0 1195 170.0 723 170.0 1346 170.0 T47 INA 1484 nao 789 170.0 1783 I. 788 16x0 1919 170.0 760 13&8 1916 170.0 780 W 8{N 170.0 797 170.0 812 170.0 988 104 BB1 170.0 1776 170.0 761 170.0 1276 10,0 803 170.0 1431 170.0 837 170.0 1594 170.0 068 168.9 1789 170.0 BBI 137.1 1798 +70.0 861 120.0 77W 170.0 881 co F' 80h 170.0 888 170.0 701 70.0 1063 170.0 787 170.0 1222 170.0 Bill 10.0 1417 1740 044 170.0 1$94 170.0D8a 186.6 1818 170.0 1033 128.8 1818 170.0 1063 111.0 1810 170.0 1083 972 1819 170.0 7083 Fes•. J W h 170.0 930 170.0 748 170.0 1116 170.0 060 10.0 13112 170.0 OW 170.0 1466 10.0 1018 166.7 1642 170.0 1078 141.0 1542 +70.0 1122 117.6 16@ 188.6 1168 100.7 1642 167.9 1167 861 1642 107.9 1161 06N 170.0 874 10.0 789 10.0 1188 10.0 BD3 10.0 1384 170.0 1002 180.8 7172 10,0 1088 1@.B 1472 106.0 1148 128.6 1172 160.01130 107.1 U72 14]4 1108 914 1472 146.0 1104 80.3 1172 148.0 1104 Z 72N 10.0 1083 170,0 870 170.0 720 110.0 1006 160.6 1320 1882 1101 132.0 1320 +l9.B 1082 117.3 1820 137.0 1066 1048 1320 1268 7018 884 1310 117.0 1024 id.! 1520 1128 1013 88.0 1320 1126 1012 d 70 In 170.0 1122 10.0 837 149.0 1707 180.4 10+3 +282 1104 +348 904 1122 1184 126.7 1178 98.7 1184 115.3 884 048 1184 107.6 9@ 71.0 1104 87.6 47S 04.1 1184 83.1 827 Bat 1184 923 82b J N a $ 76In 1ea1 1124 170.0 987 139.0 1174 147.0 OBS 118.0 1124 120.0 947 103.6 1124 1I&S 931 03 1124 fO6A SIB 83.0 1124 80.8 806 882 7124 084 890 69.3 1121 84.3 881 81.9 r124 831 876 Q j Goin 108.1 891 1113 760 90.1 844 84.3 738 77.2 B44 82.1 724 07.6 84! 73.3 712 60.1 844 60.6 02 84.0 841 61.1 893 4S.0 ON 542 Ina 30.6 822 50.0 we 33.8 47.7 66206 N 89.7 7@ 81.6 B%t 712 7@ 772 662 69.0 7@ 972 641 86.7 7@ 89.8 851 40.6 742 04.1 822 44.6 1@ 410 614 37.1 742 43.0 600 31.8 7@ 39.8 680 27.8 373 61141-7�In 82.8 0.88 834 630 621 888 89.8 621 u.7 608 183 813 38.7 688 41.! 506 34A We 372 498 313 888 312 482 26.1 886 294 481 223 866 26,8 471 18.8 21.7 188y111 h674 606 68.8 603 48.0 866 49.6 418 112 0.39 429 481 304 888 340 480 MO 886 342 473 284 U5 31.3 497 244 50 21.1 467 20.8 655 24.3 418 1224 4@120N 46.6 476 48.4 433 38.0 476 99.0 426 92.8 476 317 420 28b 476 78.8 414 26.3 476 0.8 !09 220 476 14.8 404 19.0 478 21.1 �8 10.3 476 10.7 . 17.2 901 U x a O O to h 26.4 330 26.7 305 724 Me 224 301 10.8 390 149 287 166 930 i7A 283 0.a, TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor C I Table P7 Woody (D�)X(ANCHOR CAP.,,e„s„)s ANCHOR CAP.,,, 8ubslmle: 27kOM-te 15kGam. oaCMU FasdCAlll MUWONCAP.,,,,m„ 8118'fibo iW SS E100 6116.6 OO 114.88 Moo 010 Sed 672 Steel 01281ed Anchor COp Patterns 3r18'Fbo tBheoon tH•Ebo Ul6eam tlmmm 3118'EkoUllre4on 114•flw UmaOon A9ereGaW Ullnn on Alfa g ,t0yy sm" 6aaw1061 USE THIS FORMULA TO OBTAIN THE*ANCHOR [Kye da19me0nk t• alrr t• 2arr 3.118' 1• aur 1' 2•tW Y 3hi8' Y 0.48• 0.64• oAz4• CAPACITY REQUIRED'CORRESPONDING TO AN em6emMmtbn tar4• 1ar4• fare• taro• r 1-11r 1-Iw t-114• 1.111• t-tN' i•v4• r + 7' OPENINO,RESSURE WHENITIS OWERTHANENT FOR THE THEMUWON 2Ane7gra�1.7tP Mh.O.C,leteMartlor 014e1 Cop(FIV,+82k 0. 990bs 4600. NOW 16140• 210 W 2800. 354W 740me 374 ft ft 946W 341W •S 4AvahaeM2.2S MY o.C.l sleo6ad(ao6se0 Cup(Fb.3k 7000• 700®1 �o ma +I0 709 952 B. WA 580 ms WA 8700. WA 880 709 WA 58[ms 886IOs rooms CAPACITY(FROM THE TABLE)OF THE SELECTED Bamt•9®t.t9 NW.0.1.11119 0..4 to Cred1 cav ft.4), 880 ms 1400170 WA WA wA N/A 790 ms -WA WA WA wA WA 1303 709 1770 22400s MLriL10N IT WILL YIELD A MiMMUM ANCHOR Iandnm6D3.59n.o.C.1�a6A1gfaopellFq.6k 7eoBo 7e0m mbs fsaol6s 1ac690 soma aeolba WA 7eoas 748m BIG ft 1092 ft a82ms 9e6tes 71207017 CAPACITY WHICH MAY BE USED TO QUALIFY 6 Arab=Q S•WA O.C.I t2)216.02210.Capel(Fq.Bk 1170 B. 1170 me Iom®9 TdWmo 2B14ms 840•s ewms WA 1140170 1122ms 1320 e. 20:79706 102209 1327W 188008 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Arohaa®OAr W.0.C.l UexlP,ht0.128•Alum.T10.71: N1A WA WA WA WA WA Np WA WA WA WA WA N!A NA 1470.9 ANCHOR CAPACITY TABLE. PRODUCT REVISED 2An0ha9892.2S Mtn.0.07 FA;Vp p.ek 3601b9 990 ms 190®9 706709 4781as N7A 28070! WA 316 D• WA 440 me WA 341W 442M 58om9 m compiyhm with she plorms 4Anoh•e Q i.tV Miff O.CJ FrOp .9k 48011 700170 WA WA WA tBA 98022 WA WA WA WA WA 6829. 6B8Ib 1120 Pis Building Gado NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 'I 1.087 r- 1'600" �+ pAop1w.aeDoe 2�8 ZI TABLE NOTES B 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION a ho•x.1 FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 71 i I 1+t I • • • • • • • • • • ple 2)LjpjARjWpgLATjON B&7WEFJ4 MPLL LWTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.3}MULLION AN .IO D MUNN sup;s4A ANE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 4.0W 000' �\:' •� ' SHLIETS21-SBM-IOt1ES4iOBEDMILLiB►O6THE61ELDFOLLOWING DIMENSIONAL RESTRICTIONS 4' NU.50T0� sg(j N 0V13MFEI%211123.411101PREI!SHOW SUOSESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 6: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -i. v�f' y I . I.0 • • • • GROUT-Fn 1�CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE - SI'j r OY 6 :4r' • • • • • PRE-r5% TREA MI YELLOW SOUTHERNIM PINE Bk S AN SG OF OA ALUMINUMGSHALL BE V. .`. 46083-'/b14RD BEA MINIMUM 6F.1 25,THI(MC STEEL STUDS TO BEA MINIMUM GRADE 33 AND.646" 375' .375' 'i�t�iS;�•••••••' ICK{ GAUOE}•STRU RRL STEE!Tom AT LEAST.726'THICK AND A35.ALL ANCHORS -7' "" r 1 j()('d 1N'\-v`� ANGLE CLIP(FIGURES 586}MUST BE USED IN PAIRS. O M AL S�1ALR A T S CREV�TIIRFADS BEYONO THE MATERIAL.#10&#12 T-MIriUO I 7•MULLION A•LYNNIMILLE1i�,P.E. • C40 NTO W��T � .3�R�10 S.S. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8A MuMon Capach Table Op-Ing WWth(torver9ceUy-sp6wim Intuon6)or Op6nhlg HeIgM(tor h6AmrdaVy-sperWng mul0ons) 6! 5o In son TWO sob I gain 1 100 In 120 in 140in teom g. 126 a Rmtm9Wm VepJR1e�. Rewetlp4er Tmgm9lg. Reetenp8er 7t6p NXM. Reetelgwr T.Xnw , Rbdmp8nr I TMp'nlrnp. Rectwo" V89111en9• 14whrVeter "be • T 8•Lonanol TLoa•M RYn 3.18V x .26V AlumC-4 Tube Mull fill, I �• 1 1 11 fill, 1 421n 170.0 rm 1=1 435 10&0 789 170.0 176 170.01 899 170.0 5W 170.0 992 17x0 619 170.0 1 1118 1750 821 M.01 1210 1/70.0 1 821 170.0 1488 170.01 521 IWO 1738 170.0 am 151.8 1789 170.0 621 J W 481n 170.0 708 178.0 524 170.0 650 170.0 884 170.0 892 170.0 030 170.0 1133 170.0 891 170.0 1278 170.0 877 7/0.0 1N7 ira0 Be0 154.8 1849 170.0 680 1327 1818 170.0 NO 118.1 1818 170.0 889 � � � KM M In 170.0 747 170.0 5e/ 170.0 898 170.0 691 170D 1048 170.0 664 170.0 1189 176.0 723 170.0 1346 170.0 747 187.0 7488 170.0 788 1392 1486 170.0 788 118.3 1488 170.0 768 1014 1468 170.0 768 0 W F 61w 170.0 797 170.0 I2 170.0ee5 170.0 601 170.0 1118 170.0 764 170.0 1276 1rao 803 teal 1378 170.0 en 148.5 tale 170.6 este 1225 1378 170.0 eet sole 1376 1rao 861 51.7 1378 noA est WI. 170.0 885 170.0 701 170.0 7089 170.0 797 1689 1188 176.0 878 130.0 1158 167.4 = 174.6 1188 168.8 Ie 1112 1168 W.0 912 92.7 1168 1H.8 BW 79.4 1188 189.6 905 88.5 1158 111.8 W6 W O J a4w 1700 930 17D.0 746 480.1 1651 1750 860 1372 1051 1869 882 1241 1061 1420 848 10&7 1891 1329 837 98.1 1891 128.7 030 80.1 1891 118.8 671 68.6 108f 118.1 821 60.0 1061 119.1 am = to 5 60 a1 107.1 967 170.0 789 139.3 9A 181.8 805 K392L4 7 134.0 790 104.1 897 12JA 717 92.8 897 112.8 787 83.8 957 106.8 789 898 067 10&0 780 89.7 �7 98.9 718 622 981 88.9 748 Z y 72 a1 12&7 t 1352 899 107.3 604 1162 684 101.3 871 80.4 004 01.4 680 T1A 804 G.1 660 84.4 804 7&8 aO 539 861 723 633 46.0 804 68.0 829 402 804 69.6 828 ' 2 U>l Z 7610 109.4 722 114.4 630 912 722 977 -!ie1 W3 008 68A 772 78.7 898 80.8 727 70.3 688 617 771 BA6 680 46.6 722 699 870 99.1 722 68.7 888 912 7?2 682 861 O .- 781n 101.2 086 10&8 BDO 94.4 age 899 688 ns6 78.8 077 83.3 885 709 8Be 881 606 64.5 wo ame 888 80.1 663 421 866 84.3 543 382 888 61.1 637 91.6 886 60.7 636 901n 869 815 88.0 467 64.9 815 679 4496 80.1 891 412 516 44.7 434 369 We 448 428 310 618 37.4 422 27.5 818 33.1 415 74.6 Ole 30.4 407 246 616 29.1 404 OiO. O 98 fn di.3 !S3 669 !04 l5.3 483 l7.1 9973 41.0 391 339 453 WA 389 302 483 33.0 379 21.2 483 30.4 374 71.8 483 289 388 19A 463 21.3 980 17.0 453 229 369 Go O � IN In 38.1 358 39.0 323 31.8 388 328 3168 28.4 313 23.8W195.4 366 21.7 301 19.1 389 20.8 300 189 358 169 283111 M 35.1 318 35.8 308 29.3 338 30.1 30138 2&1 28'1 220399 20.0 189 17.8338 1&1 266 Lo X 290 28.3 281 232 290 23.9 260W 279 258 17A 290 16.4 249 04 Q O O 14491 18.1 201 18.3 186 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: S`- �°IX AntharCspacltv Table ftel ANCHOR CAP.„,,., % sue9uaia 278 canasta 35kcmn. Hd0•p4u F10etl CN71 PIT tdelel (DP,,,)Xt )=ANCHOR CAP.® stir 60to va•els FYo Wr 17to Rr 88 Eke fro steel Instant Ort slew MULLION CAP.o„e Aneh•rCBp Pallem• AwW T pa •11PEk01817 on R4'Ekou6meml ueacm St r Ekou6tam Vr Eleouvatm A�eGaW UVwAn A q• But Me AIaerel8( :L(nR USE THIS FORMULA To OBTAIN THE"ANCHOR EOptg9terce 6nj 1• 2-v7 1. a-uz etre• r 244 r 12-Vr Y soar Y 0.46• oar 0224* CAPACITY REQUIRED'CORRESPONDING TO AN Fmbeanew taro• lar taro• lar Y t-v4• t-vd' 1ar4• 1114• flwr Y faa• tab• valva ACTUAL PRESSURE REQUIREMENT FOR THE 2ArKhM®4781anO.ajffiw%War0ftdC9p(Fla1 SOME 390 w9 4m ms 89owa 7fdd8a 270w5 20085 36198 874 eel 891 we Bo 91189 442 eel 5e06a OPENING,WHEN RIS LOWER THAN7HEMULLION 1ARMS®t.1r Min oc.rata6mmpor OIaw1C6p(R02) 489 ea 700109 WA INA wA INA 38089 NM M!JE eel 886.6 f120 ea CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArcroM®s'Mnoc./F[ja6Ang•cym/(H9s) 76aem 7m as seo®97abrows away Hm 74s®sm5 665161 1126109 MULLION.IT WILL YIELDAMINIMUMANCHOR 4Arc1m9�0.4r NIn.O.C.IU Clp,elt6.i29 Attm.lFl84j KtA wA wA wA 1189 RM WA NM N7A WA 1490 ea CAPACITY WHICH MAY BE U3FD TO QUALIFY 1ArcletJ (Fl916 19609 t96me lm us 416®9 ase+ 796Ds t40wa 1778• 1a7e989 221 m6 28otto ADDITIONAL ANCHOR OPTIONS FROM THE 2NH1.9®114*Bon O.C2F-M 91667 20wi 966 wa IRA wA NM IRA 1sots 1489 WA NJAo 44295 660wn ANCHOR CAPACITY TABLE PRODUCT REVISED NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. A°'pIZ�9 L tlm[9u� DuHditlg Cade«o•'b?•1a.0.•j FIGURE 1: FIGURE 2 _ F�1.250•-�I Dem /1bZ/ TABLE NOTES: . • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Dy ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MiBmI o 11 1k I IIIIHw 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, `�. nq1(�YN11.M/ 1//i�, FIGURE T. •• ••• • •Ot SEE 3.7�' .�i�'• 41c%FNSF. ''•FS' ANGLE 4)MULLION AND CULLI &6-$JiOJN W9AOT TO SCALE.FOR EXACT DIMENSIONS, � F ' SHEETS 21-21k HOL"TOWE DRIIAED4IN T61E FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • BE USED T SHOWN ON69HETS X-231 FIIPJRIS"OW 61UGGESTED,APPROXIMATE HOLE LOCATIONS. Nu.5�7G5 IN PARIS. �U881 7�5:CeI�RETE BHA&CBNF>a5 rl TO ACI 301 SPECIFICATIONS.HOLLOW AND � �`' �tAti FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FELLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G•9D.WOOD SHALL -J1 '.BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BES ' • , 8083-TISANDBEAMINIMUMOF.125°THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1.26•X3.186•X285•M1A10N '��` '•fi�URtO�.•'•t��,�' •045+I/IIEK(18 OAlgGE)_STRUCTURAL 9fEEL TOBE AT LEA4T.125'THICK AND A38.ALL �.•�•`C;Q •• F��.`� • CH INTO�E�' S EXTENQAIeI.EAST3SCREWTHREADSBEYONDTHEMATERIAL (1-tJ4•vF9,R1LU01•>) /ONA+'-��t•� • •V'10 8 112 ANCHOR$ OQA`lTs;u�TE�L,t�•8 S.S.OR 410 S.S. A.LYNtB�u11Lrte1,P.E. • HL • •• • • • • • • • • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - 7ABLE 8A �( •# MIIIOon C9 oltg Table'---"'ixts/ 5� OpeninO lMdth(f6 I'v910086y4tp6188711 minor)07 ring H•Wht(for IgA2o16B4ysparet7g mU6o1•) its .p 1. p1. so in 1001. 1201. 1401. 501. 1801. Df O BON g241µg1y>er TrepTdan9. wTftw Rwwvder Twilism Reetmador TAprde09 ReeNlledel T�79Ana. FNateewNr RMOR. ReDI40•ifBl mMneeO. Re4N11014er T•o"I". Reotaft TLao ft RL--&def teid116 G 1.16v 326 CII ODD toemlp toedm4 IOedBq Lmd1A laeMO LaemnO Le1.1g Lmdn9 L0eo7110 Lee•• Lao" t0et91p 108.10 tU40919 Lwd110 �.�' AlumTulas 110 1111101 1 11 1111111 11 11 11 1111111111111 11110 6 v r1 N 170.0 825 170.0 198 170.0 74e t70A 178 I7oA BBB i7o.0 me 170.0 tr2 00.0 518 Imo 7118 1740 541 153.3 7118 170.0 841 127.7 1116 1700 521 1045 1118 170.0 am 95.M.211.1 521 481. 170A 708 170A B41 170.0 8'A 170.0 514 181.8 018 ill.0 590 1147 878 040 881 130.4 978 170. 877 117.3 818 170.0 ow 879 ore 170.0 no 81.8 B7a 170.0 86D 6084.1. 170A 747 170.0 683 1740 098 170.0 B31 160.7 170.0 BM 191A 827 188.6 701 117.2 1127 1647 M9 106.6 827 1503 ON 87.8 027 1645 BBb i6./ 927 158.3 686 88. 885 � Q'.� (� 61 N T/OA 7B1 170.0 812 164.6 BBB 170.0 881 1x4.6 868 163.9 883 115.9 869 141.1 an 100.0 8M 131.0 880 82.7 BM 129.8 864 77.3 969 1248 854 M2 8M 1258 ow 57.9 869 7219 862 LU O BON 149.4 748 169.8 834 1144 748 1925 840 102.9 748 117.8 808 88.5 748 1079 79.8 748 101.0 M4! 719 740 00.6 687 M.7 748 96.9 669 612 748 99.3 689 41.8 748 813 585 J M N 125.7 an 1320 670 103.1 6n 1132118.2 4 en 1044 6S6 772 B77 01.4 640 847 en 862 SM 819 871 61.0 am 61.8 en n.0 629 44.2 bn 70.7 629 S67 sr7 747 620 u J 88 N 107.6 80 114.1 630 89.7 817 07.69 817 643 508 67.9 817 78.3 600 M.8 B17 72.0 404 699 617 867 4M 449 017 -6474T483 344 811 83.7 182 53.8 817 627 482 721. ffie 618 87.1 460 M.1 618 7122 818 852 432 61.8 510 65.8 28 40.1 618 61.1 HB 41.4 678 60.7 111 31.6 B7B 18.8 400 29.8 616 16.0 108 26.0 618 46A 405 y 781. 70.6 186 727 408 58.7 786 62.83 485 Bt8 880 1..1 486 48.1 984 392 486 45.3 WE 362 486 42.2 374 29.4 485 38.3 387 25.2 106 38.5 SB4 44.0 982 9B3 = g LL7ybl 781. 85.2 441 860 3B7 64.J 411 67.76 Nt 80.6 37II 40.8 M1 46.4 989 38.2 441 11.8 3M 328 481 98.7 360 27.2 411 81.9 319 25.3 IH Yf.l 918 40.4 111 327 316 J o LSA Ha 90 In 42.4 332 /3.6 286 30.4 892 57.09 932 ffi.3 Y8/ 48.6 932 288 II8D 458 372 48.1 278 21.2 334 21.1 212 17.7 974 21.3 468 162 8ffi 48.8 282 13.3 3S2 767 190 ay Q W O 181. 36.0 291 35.0 280 28.1 281 902 .0 251 201 262 219 1 298 248 19.4 481 21.5 244 179 201 10.5 241 tl8 1B1 17.1 438 14.6 201 t6.e 292 x y 4oV C 1081. 24.6 230 261 208 no 490 21.18 r40 18.5 701 15.4 230 18.2 188 N N 111 1. 228 418 25.1 187 169 4111 19.! .R 218 188 191 14.1 216 14.0 188 V)x (n N (rj N Q (0 $ TABLE$B ANCHOR CAPACITY ADJUSTMENT FORMULA: A A,A AnchcrCr Titbi9 ANGHOR CAP.,,, 81MIreN: 27k Cmaete 3.6%Cone. HOWN cm FTOB00611 PT III Mete) CDP_)X( "'•)aANGItOR CAP.,•, t/a•66 ENo 318'6100 v4'69 F3o0 Of0 61te1 MR 6Me1 f128teei MULLION GAP.,,,,,,... Anoh•rCOpPRUeme Ane11•TYDe: a118"EIo0U9roean 114•EkoNDaom sw Elm 3rf8'EtcoUOAoan 114•FaoolIDleeal AoOteENter WmA AOpetteta 6ow(GOISoW051 81P5) USE THIS FORMULA TO OBTAIN THE•ANCHOR EODO Diatom fink r bvr 1• 2-02' 9•if8• 1- 2-'u4' r 2d/Y r 3.18' r 0.4S• 0.54• 01 CAPACITY REQUIRED"CORRESPONDING TO AN EmtAdNea 1�4 73rd• 1.914• lard r I•IA• 1•V4• 1.14• 1.Iw 1-lw 1-v4• r t-ae 138 town ACTUAL PRESSURE REQUIREMENT FOR THE 2 AOohm®4.76.81Y1.o c.r 6NI2Imd ar 05aef Olp Ics9.1k SADOe m6 460 we 880 1644108 270 ftA 2838s 251 we Mile 374IM 804 w8 9(8 we 7 1 44266E-- OPENING,WHEN R IS LOWER THAN THE MULLION 4A1Nha8®1.16.6tn.0.01 Stec- (a 05ee9 07p{Fq. 180106 700 0s WA WA WA WA S80 4A WA N/A WA WA WA 664 Bu 888RA CAPACITY(FROM THE TABLE)OF THE SELECTED a Atwlt41e Int. .C.IS/ 218 Aleb dlp0l(F7p.3k 7801M 7B0 tlA 80606 18800A 1895 wa 6102A 6W Ole WA 780Rs 74S Iw 1180 an 1892 e6 882w8 863w3 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Aram Q09a•MBt O.C./UJOIp.NN.100'A2®.(RD 4k WA WWA WA N A WA WA WA WA WA WA WA WA WA CAPACITY WHICH MAY BE USED TO QUALIFY 1 An01107/Fa71p(Fl0.6k 1811 ee IB6� 226 w8 4465 87216e 135 me 140OA in W4 370we 1870A 932 Rs nsifA 170)b6 R21 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2Alkhae 1.16•Mh O.Cr Ftp 6 21.D9 3A Be WA N7A WA WA 18066 WA WA WA WA WA 341 RA M2tls ANCHOR CAPACITY TABLE. PRODUCT REVISED a9 complying with Oro P)bdb Building Cods t12W A •OZtb, �' FIGURE 1: FIGURE 2 TABLE NOTES: i . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION MI O a ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. fill 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \``�\1O�({YNM/.�� FIGURE 3: &)MILLION&D DUylpf�CL�S§JC 4rN 44tOT TO SCALE.FOR EXACT DIMENSIONS,SEE ._�.',.•'`10EhtSF •., r ANGLE 4HEETS 21-26.HOL"TO46E DRIl&ED91N$IE FIELD FOLLOWING DIMENSIONAL RESTRICTN)TIS ` �t CLIP MUST SHOWN 019$HEIRS DI-2 IS99NOW NU ROLIFGGESTED.APPROXIMATE HOLE LOCATIONS. is: No.58705 BE USED • • • • • • • to IN PAIRS. J)SUBS'IR�'�S:Ca&RETt Si•1A&CENFtf�Y TO ACI 301 SPECIFICATIONS.HOLLOW AND (/C D GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 11 100' - FIGURE 4: FIGURE 6: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 1- =•� SIA 606376 AND BE A MINIMUM OF.107 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND �' F(ORLDP.•;,f�_. r i • 045.1N1CK(16 OAl1GE).STRUCTURAL 9REEL TOBE AT LEA57.126•THICK AND 7136.ALL 125•X 3.25'X.190' %CSS R31NT0 E7'AL EXTENL A1oLEABT SCREW THREADS BEYOND THE MATERIAL. MULLION •r,•TJ0NLID r``. • j9 g 12 AI H( }�iT W 1D�'IA`f 6�STE�L.14-6 S.s.0i4419 s.S. A.L�` P.E-#58 P.E. � • •• • • • • • • • • FL P.E.#68700 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 10A #Alan Capacity Table Pahl') OpeNep Wdlh porv°Aiceby°pRrain9 miftl)arOPwilmno e19 (for 'PoOia loo�bY']Da 9 mtIDOre170 in 160b ) yJ Wb Win 70N so In 0070 1{Ola r7•pRMq. Rada1BK Tre9idBRKlagdsT1apdaB RK9d4r TrOTda. R.M.O. 7"Oft02. Ihtapdv Tap?dwaW TmAd48. RKI-O m6 Retagd. TepTIr4. Ream9d Loaan9 yLm9Lodp od8 Ler�9 lmd9• Luft lodlp 10.6La4iB 1.09049B 128x33 0 • KL • 1g x.924 . 66 �n V Alum.Tuba Tl � fuvil ,Mu01on 3 u u u u u u u u u u u u 8 mz 3 a as y f s0. : as g0. a a ca a s a¢ IM a g0. as o 42W 170.0 890 170.0 495 170.0 744 AOA 478 170.0 an 170.0 608 1100 912 170.0 619 170.0 1116 110.0 621 170.0 1210 170.0 621 170.0 U98 iTD.O 525 570.0 17� 5700 527 170.0 1983 770.0 521 Ill 481n 170.0 708 170.0 62/ 170.0 669 7IOA 681 170.0 992 AOA 830 170.0 1533 570.0 881 170.0 1276 170.0 871 170-0 1111 110.0 600 110.0 1100 1700 600 186.7 18l9 1'10.0 660 148.6 1978 170.0 660 60.82691 170.0 717 170.0 583 170.0 698 40.0 631 170.0 1066 v0A am 170.0 1796 170.0 723 110.0 1316 570.0 747 170.0 U91 170.0 700 170.0 7193 170.0 tW U75 1817 170.0 758 133.6 1811 170.0 700 0 � 64 In 170.0 797 170.0 812 170.0 856 170.0 691 1TOA 1118 v0A 761 770. 1276 t70.0 BC'3 v0A t/9d 170.0 837 170.0 IMM 1 .0 WB 168./ 1700 170.0 881 131.1 1769 170.0 861 117.3 1768 170.0 881 W In 170.0 Bey 170.0 701 170.0 106) 170.0 197 170.0 1240 40.0 878 570.0 1417 170.0 814 Utt 16N 170.0 996 146-0 7611 170.0 tIX73 120.8 ifitt 170.0 1089 1018 1611 170.0 1067 80.8 1611 570-0 1083 =F7 J 831a 170.0 990 170.0 746 170.0 I1M 170.0 BW 40.0 1302 iT0.0 950 100.8 t37O 570.0 1015 1397 1v0 170.0 1076 1M.] 1370 1&A tOB2 701.4 1370 166.8 1012 00.6 ffi0 165.3 1070 78.3 1370 166.3 1070 g d j BBIn 770.0 9n 170.0 /W 170.0 1189 170.0 907 46.8 1248 170.0 1002 1362 1248 1665 1013 1211 Me 147.1 low 708.9 1418 139.0 8489 90.8 1248 =A 978 n.8 1249 128.0 976 Bflt 1248 179.0 816 Z fn y J 7210 1615 1049 170.0 BIB 139.9 10.19 1002 692 119.8 1069 132.1 876 104.0 100 119.1 BW 837 1049 709.7 811 0.3.8 1679 102.7 678 69.8 0048 94.3 876 00.8 1019 912 a2D 624 1019 91-1 670 g TBfu U2.t %t 119.1 872 116.9 941 126.9 805 101.8 941 1113 791 89.2 941 100.0 771 713 9/1 81.7 760 714 Ni 005 767 005 841 775 748 61.0 911 7/A 737 145 947 73.3 738 � g z -- is In 132.0 891 131.8 783 110.0 891 ttfl9 787 91.3 897 1024 763 »6 891 91.9 9b i19 E9/ 80.1 T9D 98.0 861 78.3 721 66.0 887 10.7 JO7 47.1 ON 67.0 101 41.7 864 00.1 649 0.r P j N O 901n 00.8 6i1 88.7 698 75.8 871 74.9 566 614 BT7 86.9 676 00.7 671 66.2 656 47.7 671 WA bW 43.0 611 d8D 661 3b.9 871 /3.t 639 30.7 871 99.7 571 26.9 611 37.8 628 m .G 86In 70.0. WO 72.9 By 69.0 680 61.1 618 00.8 690 61{ 608 48.3P191+0.6 602 ]93 WO 43.0 485 354 600 39.8 400 29.6 600 34.7 O7 26.3 690 31.6 489 221 690 79.8 161 N N � O Mtn 49.7 486 W.B 421 /14 /56 478 1U 365 486 34.1 400 3L7 .9 102 21.8 189W323 400 27.1 991 20.7 468 234 382 Me 400 212 3i6 16.6 466 19.8 370 H.B 481 48.1 100 392 Ht 39.3 393 32.7 Ht 34.1 367 26.8 441 30.2 300 26A 441 Hf 24.8 372 59.1 HI 21.6 983 UA 481 49.3 388 1/3 Ht 17.8 361 K Ln 359 344 30.2 378 31.0339 264 378 26.8 934 217 376 23.7 20.7 378 376 18.6 321 15.1 3TB te.7 314 (J N. Q O O tH b 41.0 7b2 21 2 242 175 282 17.8 239 U.0 262 16.3 238 6,mo TABLE 106 ANCHOR CAPACITY ADJUSTMENT FORMULA: It : MahorCapadty Tanta pm) ANCHOR CAP.,,,,,,.. ANCHOR CAP.,,, Stxab6la 2.7tearctete 86ac•x. H460•gdll FBIeaCW1I PTWOOO M9• FACTUAL (MULLION CAP.,,,,,o•,� tYtS Etta V4'SB Fxo en6•E1eo vd 9g Exo tl1081e¢I tl128teB1 ttl2 Stae1 AWJW l)➢° 3156•ElTo ualman Vd ExoUA�on UtttKoa 3'tt0'17eo U1tam vd ElallbatOn A Ua+etm A>aIeDAOr 8ert•(GB)8rre1(� Sew(am IS FORMULA TO OBTAIN THE'ANCHOR AnthorC6p POMMI, EOge aafmxe gra t• 2112• t• 2-vz siJe• r ava t• z-v7 2• st7e' 2 0.4¢• o.w� Data• TY REQUIRED'CORRESPONDING TO EmOSox>II taa• t3�d Tan• t.'Yd 2 1•va• 1•v4• t-u4' 1-v4• >-ua• 1.1ra• 2 13'8 138' vetea PRESSURE REQUIREMFU'ITFORTHE 2Arcron®O7BIAnoc.+9tm�aaoBetcgt(rt9>x Ow 39D•ss 7WA 959 me 109 482Im 66063 G,WHEN IT IS LOWER THAN THE MULLION 4ArcOm®1.f6•Min o.c781a110aN(atxael)CBp(Ra$ �� 700 ma w0. w0. wA tuA wA 88280. BM On 7120 Bs ITY(FROM THE TABLE)OF THE SELECTED dArcltxs 489'L191.O.C.7(q'tl8An7kC7paf(Flx 87 700109 70067 680168 11700 ne 760806 670Om bWm N/A 7W1L8 To m6 48WA onMe 886119 1110 me MULLK)N.TT WILLYIELDAM)NIMUM ANCHOR aarc11.9�os1 u9Lo.c.+u .9do.t0o age(Fg4) R+A wA N+A tuA w0. wA wA BW@eCAPACfTYWHICHMAYBEUSm7000ALIFY F1:9p 6) t98tM 79500 71869 48608 =66 136@7 1401° 1716] 970109 78706 478 to 17068 22168 780®9 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anthonl®1.iS 98M1 O.CJ F 9 210 bs S706e w0. w0. N/A wA 10066 wA w0. N!A WA WA 341 bs Odd m B661a ANCHOR CAPACITY TABLE PR�UCT REVISED ,1sm InymxwhbtineFtalb nilding No �61w3e1 FIGURE 1: FIGURE 2: TABLE NOTES: t2W E.IreUon No d02) 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION • • M7em Pro" I ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1511 I 117 I//,,. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `�.`"00........(f(((in FIGURE 3: •• 000 • • • • • &A% ANGLE i)MULLION ANDAIU1*101A CLIPS> jO&N ORE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. - r CLIP MUST SHEETS 21-28.HO"TMEORN-MIN 1HE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • BE USED SP�0�4 N OR gHEL••!S t1-2q.Fa UIS,SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ W PAIRS. %)%uBSIFR•A'1•ES:CbACRE*SHALL dbNhbAM TO ACI Sol SPECIFlCATKTNS.HOLLOW AND OROUi•FRLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•9D.WOOD SHALL4' •i�'• +T r�;•ty � FIGURE 4: FIGURE 5: FIGURES: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE %t� '• • 8063 T6 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND i '•FCORSO)•'�C�`:- • •aid��•^ I O �E) }Ip URAL STLEEL TO BE CREW THREADS B(CEYOND THE MATERIAL 125•X 3.25"X.624' C 1, MULLION A,L�/(�1.J/�5,.WIN�ILLL��.. • • ••41)10& 12 ANKH T�W OD I BTE L,' •S S.S.OR 410 S.S. t1R,P.E. • • •• • • • • • • • • FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11A �� MldRcn Cepedgr Table Ob•nt21 Ope1d710 WId91(fmvedrmw"mWo1•)orOpenlny Height(W1716s.0rietyspenf1619 wlpoB) yyyf 60Y 6111. 701. 60r 60r 70r 1xr 140r ISO in uM TI*Tdrq. fNd•vw. TnplTdm•. RedmWsl Twp rdmp. Reelvgtlsr n"ffft p. 116%3F4 R4etmgurr neyrdu•. R4d.,WW TW fftM ROeimpda Tmpirdeap. ROmrsSJIM nspYdvbl. Retlanpit7 neplThOp. tUmfeg 'F %.824 Ln�•'p lwdrp la8np Lnffinp Lea41.p lmdop LesOr9 Lmdirg Losdrp I...Mq LaSe9 Lm06• LoOdnp LO/dmp Losd1.9 laadOq Lo44ap LmdOg �Y U AIUM.TUbi (V mumon irk as 3 &a a a r4. �a o 421. 110.0 620 170.0 153 178.0 744 1170.0 470 570.0 860 17.0 606 174.0 992 77.0 BN t70.0 HIS 170.0 621 170.0 1240 170.0 521 170.0 14M 170.0 621 170.0 MS 17x0 521 170.0 IBM 170.0 621 � W 181n 170.0 708 170.0 624 170.0 650 170.0 561 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1216 170.0 677 SMA 1417 170.0 610 110.0 1700 Me 660 110.0 1983 170.0 680 570.0 2267 IMA 080 60.62010 170.0 747 17.0 663 170.8 896 170.0 631 1M.0 5018 170.0 604 SMA lift 170.0 723 110.0 1716 Me 741 170.0 1194 1700 158 1M0 1793 SMA 766 170.0 292 170.0 760 tMA 2381 170.0 759 Win 170.0 707 17.0 612 17.0 969 /700 eel 110.0 1118 110.0 761 170.0 196 170.0 89 170.0 1134 1700 837 170.0 1691 170.0 856 1700 7913 1700 991 170.0 7131 IMO 661 160.2 2463 170.0 S W l�O��jj O so in 111.0 865 170.0 701 170.0 1063 IMO 7111 17.0 5240 170.0 A8 174.0 1417 110.0 944 110.0 1691 17.0 BOB 170.0 1771 170.0 193 1700 2125 SM.D 1083 114.3 2163 1700 1083 128.8 2163 17.0 193 p t0 J 633n 17.0 930 SM.O 745 170.0 1116 I= 860 170.0 1302 170.0 WO 170.0 1488 17.0 tON 110.9 1673 Ins 1078 17.0 1869 170.0 1122 166.9 2060 17.6 t181 1315 1160 111.0 1111 117.7 2060 INA 1171 � a � 691n J114 t70.0 789 SMO 1160 170.0 99 111.0 1960 170.0 1002 17.0 1560 17.0 1066 170.0 AS3 17.0 1153 170.0 1818 170.0 1210 1430 1966 170.0 S96 1228 INS 170.0 1286 107.2 INS 170.0 1266 Z f/3 z J 721n 17.0 BM 111 D 1276 170.0 109 170.0 1460 ABA ISIS 1700 179 17.0 1229 154.1 1734 1M0 1315 136.7 1136 189-0 1368 115.6 1736 153.9 191 90.1 5734 150.4 1362 08.7 1731 1602 1351 s Min MA 037 IMA ift.02 190 159A 1658 170.0 1209 141A 1660 1552 1286 flLt 1668 1616 1268 IVA 166E t419 1261 9831665 728.3 1?29 602 1565 1223 1260 73.7 1608 1212 1216 �887 574.0 1116 /WA 1477 189.3 1246 136A 1471 152.0 1224 121.2 1471 USA 129 19.1 1477 09S 1191 We117/ 116.8 1169 77.0 1077 110.8 1156 60.2 1171 193911in 116b 960 116.0 860 tOtb 1110 507.0 951818 1110 023 038 TBA 117 87b 922 11.0 1110 80.7 010 582 1110 Ill 691 60.7 1110 86.6 US 444 1110 52.7 110881n 120.3 Sit 97.6 BW 63.8 976 8SO 602 732 976 70.6 028 080 976 712 8A 686 S76 60.4 607 70.8 915 07.4 T89 41.8 915 621 776 385 976 499 707 Z19r 54A WB 686 886 W] 771 81.7 874 61A 771 60.3 881 15.7 771 420 BW 41.1 1r1 44.9 07 31.3 771 38.9 832 264 771 36A 621 76.7 171 32A 8171111. 76.7 730 77.3 607 811 860 64.1 730 68.3 WO 479 738 49.9 931 411 730 45A 822 9.9 730 41.1 BN 3L6 730 %.8 600 9A TM 31A 608 237120 in OZI 81.0 689 49A 660 428 621 44.3 662 31.6 624 39.2 604 313 824 35.3 631 300 524 322 631 260 624 9.7 619 21.4 824 24.8Nb r 3/] 433 36.1 49 28A 386 24.8 433 284 390 21.7 433 22.4 985 189 439 20A 391 17.3 433 10.2 378 TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: S`^ $ it illMeh•rCepecityTebla(R1s) ANCHORCAP.,,e,o„ � � SuBedate: 27ACoocte" mcom. CMU FMdCMU FTwmd Mdd (OP„)X( ,=ANCHOR CAP.- One,ptp V4.88 QO BItFQCOk do Sled 012 ow e128rei MULLION CAP.,,....a• Mch•rC9pPe11e1n• AnclwTyw w1recoubma1 WrE]coummon UM3on Y1Bmcatmaxon vrElcotamon Alf UM" Sue•(+M)$atw 1 strew pm USE THIS FORMULA TO OBTAIN THE'ANCHOR dSSIM I. 2-92 I- 2.vr 31fir 1• 2.172 S• 2.12' 7 310• 0.48• misr DY CAPACITY REQUIRED•CORRESPONDING TO AN EmbeeneO VOW 144' 1-014• 1a'r 2 I•Ve l yr 14hr 1•vr 1.174• Mwlana• 1sre' Z ACTUAL PRESSURE REQUIREMENT FOR THE 2AncbaO®47S'18n 0.0.7 bY9umao0 cr C1p S1) =In 3m On 460ES 890b 1644 M2 9008 2W WS 0s 74ORS 974ES 686 341®s 442100 68098 OPENING,WHEN IT IS LOWER THAN THE MILLION 4Arcllae®1.1s11no.clarnr9aLa01ee003p 4.3ES 70DES NOt WA WA ruA 38009 x70 NIA WA WA19)2ES 866 ma 1t10ES CAPACITI(FROMTHETABLE)OFTHESELECTED 4M%ron6;aun o.a7Wac6 aprc3ps7(Rp 3f 7W Ins 781)me 69009 1660 roe te99b OWES S9 e6 NA 76od6 Tm 9e Im6 611209 ee6 X99 1520ION.IT WILL YIELD A MINIMUM ANCHOR 4AR11o194Tt0.84•Nr0.0.1UC9p,leOAVAIUM"<3 NU WA 1001 WA WA NIA WA N7A NM 761 WA NIA WA IMIS, CAPACITY WHICH MAY BE USED TO QUALIFY s) 19509 196ES T25ES 466196 �ES 13609 t40ES mES970108 i87ES 932tm 1MES 221ES 2>ro m6 ADDITIONAL ANCHOR OPTIONS FROM THE F1%p ej 2101. 3®ES WA 1001 WA WA 18000 WA NO\ NA WA9/106 41208 66088 ANCHOR CAPACITY TABLE PRODUCT RBVISBD m comp13tin81vf41 .Pltriy -1.250• Builcift 0 wo-ou18•0 FIGURE 1: FIGURE 2: AcpepNnce No TABLE NOTES: Sixpi Dain . • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION D ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MI UU&P 11111117 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: }y0T TO SCALE FOR EXACT DIMENSIONS.SEE 3.94• ti',�'<<�,•''�1G�NSt''•.`•i1 ANGLE MULLION AND WU1+IONICL�S SNO�N AR CLIP MUSS SHEETS 21.20.HOLE,%T06E DRILAED/N INE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SMWN OI#ME rS�-2Z FI(IUR9"OW SUGGESTED.APPROXIMATE HOLE LOCATIONS. Alo.58705 IN PARIS. t)tUBB t -&S:CGibRETE SHAG.CGNA&A TO ACI 301 SPECIFICATIONS.HOLLOW AND �• J�► L)_ - GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL t 1 1 ( 'III FIGURE 4: FIGURE 6: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65,ALUMINUM SHALL BE .624.• %fU'•, ::Tn o' it/' •SD63.T6 AND BEA MINIMUM OF.100•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND � • IEK(18 GAME).STRUCTURAL omm TORE AT LEAST.125•THICK AND A36.ALL ��,`'•S' """" Cti�� •• Rg IAS �f.4�AL� Q�1 E �OREW THREADS BEYOND THE MATERIAL � • 0 E 2 HC IRiT'yyC�D YB E 7 S.S.OR 410 S.S. 1.25'X 3.94•x.824• Le J T-o * A.LYNN MLLL�R,P.E. • •• • • • • • • • • MULLION FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • � - TABLE 120. Mt7gbn C• a Table # Opening 1AIWtlt(for spamlirg mlAotm)orOp9ning Heyftt(for hDtimday-spsMnB mom) W SON 2N 70N 26 mla 100N 110N t40N /mN yf�� Ot ReotenelOs Aeprt6an9. lteeten9ular TnLoam o9• tteotan•aer Trap Ofm•• ropdTdang Fla¢an0'/eT Tn-Ift. Neo R ft I TroP�nry. R�f�nOWa I•aeAn9 Lou" L•�® 1��¢• 0 2x4xs8 16amlro 1@a&g Lwft Mag LeaAn9 ►aMnO Lo ft Load69 LoaArp Lm&re L4aft Lea&g EY o. f3 A&M Tu Lo n C11 11 fill 11 .1 ,il 1 111 11 filv,! /2N 170.0 170.0 438 110.0 744 170.0 4% 170.0 880 170.0 800 170.0 892 1%.0 818 190.0 1118 170.0 821 1%.0 1240 1%.0 SM t%0 1408 1 170.0 1716 1%.0 827 170.0 1981 1%0 621 0 ato 17x0 TOB 170.0 624 170.0 6S0 170.0 884 170.0 992 170.0 830 1700 1133 170.0 881 170.0 13% 170.0 1170.0 1417 fl0.0 6m 170.0 1700 700 880 1%.0 1081 1%.0 6m 170.0 1187 1%.0 880 7 60.8%N 170.0 747 170.0 683 170.0 8911 1%.0 691 170.0 1019 1%.0 884 170.0 If86 170.0 723 170,0 1948 1%.0 747 1%.0 1404 70.0 788 170.0 1789 170.0 7611 170.0 2081 170.0 788 170.0 2781 770.0 788 w� to 61 N 170.0 797 170.0 811 170.0 BBB 1%.0 891 170.0 1176 1740 TM 170.0 1276 170.0 2S 1%.0 4434 170.0 817 170.0 1804 170.0 888 110.0 1613 170.0 861 1%.0 2211 1%.0 861 170.0 282 170.0 f187 m O 2N 170.0 865 1%A 701 1%.0 1083 170.0 787 1710 1210 170.0 878 170.0 1417 1780 044 170.0 1691 170.0 888 170.0 1771 170.0 1033 1780 2116 170.0 1083 170.0 2479 7%.0 1083 780.6 2860 1%A 1083 2N 170.0 830 t%A 70.6 170.0 1118 170.0 850 1%A 1502 1%.0 BID 170.0 1488 170.0 1018 1%D 1873 170.0 1078 t%A 1889 170.0 117! 170.0 2131 1700 11w 160.71 170.0 1771 146.0 2683 170.0 1171 Ab mN 170.0 974 170.0 %8 7780 1189 1%A 800 1%.0 1161 170.0 1002 170.0 1888 /70.0 1088 7%.0 1%3 170.0 11� 1%A 1910 170.0 1210 1%.0 2339 1700 12% 161,8 2437 170.0 1268 7320 2437 170.0 1288 Z LL 72N 17.00 1083 1%0 678 170.0 1278 1%A 1009 170.0 1/BB 1%A 1126 1%0 1700 170.0 1218 770.0 1919 170.0 1118 1%.0 212s 170.D 7387 116.8 2184 170.0 1468 124.8 Mel 1%.0 1678 1092 2184 170.0 1830 a Z %N 1%A 1122 170.0 837 170.0 1948 1%.0 1080 770.0 162 1%A 1209 170.0 1784 1%.0 I= 1087 1980 1%.0 1421 118.(1 1980 170.0 1806 123.8 7880 181.0 1818 108.1 1880 161.0 1635 920. 702 1627 1831 � %N 170.0 1161 170.0 BBT 770.0 1381 170.0 1116 170.0 1611 tt0.0 122 t 170.0 1389 1627 ISM IMA 1474 IVA 1881 183.1 120 114.6 1881 NTA 11% 982 1881 138.8 1469 BSA 1881 137.8 1154 � y •' � mN 1%A 7326 170.0 1544 148.1 1998 1880 7278 127.8 1398 136.0 it 111.8 1386 9 11% 89.4 1398 110.2 1182 89.6 1398 1018 1147 768 1598 88.8 1122 63.9 1398 827 1708 6S.B 1388 760. 1088 = Q O 747.4 1228 781.8 1009 122.0 1228 12TH 10% 1�.3 1718 1112 1081 BBA to" 81.9 7228 690. 1029 787 1229 824 1016 81.4 1129 M1 981 827 1129 BS.9 977 481 7228 82.1 887 fn N � O f08N 103.6 871 708.8 677 881 971 WA 760 911 77.2 849 667 1 681 837 870 871 810. 810. 871 66.8 818 43.1 1177 411.0 788 17.0 W1 14.0 782 321 971 10.8 171 N 111 N 93A 919 97.3 852 78.8 910 810. Bte 881 019 9x11 we 9 820 794 63,0 910 69.7 781 0..7 919 81.8 774 387 819 44.6 T86 34.1 B19 40.2 742 280. 910 37.1 7ffi K Q Y 120 N %.5 788 %A 716 829 788 810. 7m 63.9 786 86,6 896 47.2 788 48.4 888 41.9 788 MA 077 37.7 788 10.6 888 11.6 788 SIA 853 27.0 788 31.0 811 31.8 766 28.1 831 a N 1MN 427 818 MZ 601 Sao 618 370. 488 S12 618 910. 491 27.1 818 26.2 •185 24.8 We 283 479 21A 548 220. 471 182 818 18.6 484 18.6 818 172 466 11.7 BIB 18.6 1/8 Q C-4 Z Q 0 TABLE 126 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0- �� AnohorCe Table ) ANCHORCAP.s„e Ntlb•C3A11 FneaGAi4t PTWo00 6mei (UP)X( )=ANCHOR CAP.a, -3�-3 61m6trata 27k Corcale F142.4ft MULLION CAP.,�„q„ Vr 88 EIco Nle Eko vreBElto 610 SIeA 8128Ne1 0128M An6horCOpPetlema AntW 3ytCPJcoUBetm trEtounwon SN6•EltoUen7:m v4•dtoubracm /IBV Umatm AgreG Ot strewppStre•M8a•r(c5) USETHISFORMUTA700BTrPonANCHOR CAPACITY REQUIRED'CORRESPONDINGTOAN EOpB IX6te16eNO r 2-vz r z-v7 2 &tbr 7 0..m• aBr ogACTUAL PRESSURE REQUIREMENT FOR THE F1at6tda•If �r4• fare Lara• 1.Wr1-vr t yr M//• 1-vr t•va14117 1ww 7nes OPENING,WHEN IT IS LOWER THAN THE MULLION 2A7ftllote®676.2rto c.I am6aba0•ef c9P g79 t6 3mms 96 460.9 270.6974•s 68426 60. 371 b6El 242CAPACITY(FROM THE TABLE)OF THE 9FIECTED eAntoa6®1.sb•MN oc ra2namd(a oauf)c1q 010. 740106 7m me 679e6 146520. NAA 52•e NTA 2SDn WA 86068 WA 224• tm 2eMULLION.IT WILL YIELD A MINIMUM ANCHOR 6AIe11a8®1.91•Mkt o/S/Stw mmaW 0-md)aI0(RD 4) 8882 768 w N01 M1115 NIA %9161 WA w0. NIA f07dU6m 66CAPACITY WHIf14 MAY BE USED TO QUALIFY 4AMfm@S'MOt o.0./0:1�SAry•CIys/01¢6) 7m2s 19706s '162108 5266 NOS 7228 74829 eBODs 12227 5926512066 ADDITIONAL ANCHOR OPTIONS FROM THE tt%2s tt708n 1022+ 294026 B401m WA 11402 tt12•s 7 21 22620. 7Dtltbs82� ANCHOR CAPACITY TABLE. 8A1RhDe®t9r Mgt O.C./UCgl,tNo.12S'AM6.lfl97t WA 190. NU WA NIA N!0. WA NB\ WA NM WA NIA N!0. PRODUCT REVISED BAKM•®OA4•MN O.C.AU42p,N7o.72S AIn"8) N91 WA N/A WA N!0. N/A WA NIA WA N!0. WA WA NU a1 mmplymy with Yah Swat 2Arct6e®268•BBM1 OA1 F134p 010 Code 87 37mos 97066 s7b 2s 74506 71268 w/0. 0.2 Ota WA 366106 WA Mo 9• WA 871 m227 Aid�� 16.0218.0362S 2e 90.2fNAA N0\ 3266 NIA 989106 NW WA WA 611.94D®B NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP• CIRCLED VALUES Fxpitmi Date ?VALUESARE USED IN THE EXAMPLE ON SKEET 24. 2.0710" FIGURE 1: FIGURE 2: FIGURE 3, FIGURE4: B�6m Fade PmduU • • • • • • TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ��t\n�i • • • • •• -` "rt r-: 1 r /1 GENERAL INSTALLATIOW WENIPb • • • • 3'EN FIGUREbLINEAR 4./0E& 2) ••.��c: r_ No .:0705 3)MULLION AND MULLIOWCLIPS 9H06M ARE AOT•f0 71CAflE,FOR i6XACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN /'� ft ,_ • s • • THE FIELD FOLLOWIO)G�IMEtSSXIAAL R&&FUCRON3 9HOWN"SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LL' �,r 'g LOCATIONS. S IJ-7F.OI' G� - FIGURE 7: FIGURE& FIGURE& FIGURE 10: ANNE p 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '; � •.FCORIDF••;�Cj • •• • • (FIGURES LIP (CMU)SHALL CONIW RM"STM C-N.WOOD,WAAL.BE PROSSURE4REATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. 2"X 4"X.25"MULLIONN(>�L�rG'\ ` MUST BE USED ALUMINUM SH AL AN EA '•7H1®X.S/7E9L STUDS TOBEA METALS GRADE 33 AND LE THICK(13r- � 1`� •� •• IN PAIRS. GAUGE.STRUC S TO E 1R 1 ICh•36NtlA3�ALR ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYI�I(IINIItLtrc,P.E. • •• • • THREADS BEYOND E F4(tIAL.flt� X12 IN'j0%004 M/=7'BE STEEL,1&8S.S.OR 410 S.S. FL P.E.N 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE13A - M.M..C• T•Elo R Op6M1tgIA7Wth(torae18ta8y-sp6r79tg1m®Ore)orOpeningH•Igha(t0rrg11dkm) 4 SOin 60 In 701n in 90 In tooin 72oat 1401n 180h C Reot•,B•er TiepJlYW4 Reetml9Wm 48plda* -1-War T-Mfmg. Re61m8t9m TmoTda* RactmpAw %wmme7. Rmtma- Tmmdm ReotmmAw TrapntW%. Reatumdm TMMTdff4 Red&Vd. h•P'01mB $ n 2x8x.25 L Loft Loaft Loadtr9 1+00.11109 Loaft Loa" Loft Loaft L=ft LOadng$B Lwft Loaft Loaft Loaft tmdlt7 Loft Lea" Y Abift T09 II , fill 1, 111 Z y 0 42 170.0 eao 170.0 as 770.0 74 iraa 470 /00 M 1700 609 1700 092 170.0 Ste 170.0 7118 77D0 631 170.0 1240 trao 621 170.0 ties 770.0 621 110.0 1736 trao 621 1rao 1883 nao 621 w 48h 1ra0 7'08 170.0 624 170.0 BSO 170.0 64 1ra0 882 170.0 630 170.0 1133 Inc 881 170.0 1270 170.0 677 170.0 1417 170.0 Geo 1ra0 170D 17x0 880 170.0 tees 17&0 Geo 170.0 7267 170.0 eeo _ CD 60.8251n 1ra0 747 170.0 663 tra0 ase tra0 831 1ra0 1009 170.0 884 170.0 1185 170.0 723 170.6 1315 I= 747 170.0 1191 170.0 768 1ra0 1709 170.0 708 170.0 2082 tra0 758 170.0 2381 170.0 768 g N 84h 770.0 797 +70.0 Bta 170.0 168 1ra0 891 ira0 1116 1ra0 704 170.0 1776 +70.0 800 1ra0 1434 +70.0 697 170.0 1684 1ra0 838 1ra0 1918 170.0 861 170.0 2231 170.0 631 +70.0 2840 170.0 661 LU O 8081 170.0 ees 170.0 701 170.0 1083 170.0 787 170.0 tz4o 1ra0 96 170.0 Utz 170.0 e4 1ra0 1884 170.0 898 170.0 1711 170.0 1033 1ra0 0.25 170.0 1083 170.0 2478 170.0 toes 1ra0 2833 170.0 1083 t0 W 03h 170.0 830 170.0 746 170.0 Ills 1ra0 850 170.0 1302 +70.0 Ol0 170.0 1488 170.0 1018 1ra0 1873 170.0 tom 170.0 1858 1ra0 1172 +Tao 223+ 170.0 1189 170.0 7803 170.0 1171 170.0 2076 170.0 1171 BB In 170.0 974 170.0 709 170.0 1188 170.0 903 170.0 13M 17Q0 taoz I70A 16Ss 170.0 toes 170.0 1763 1ra0 1166 170.0 1848 170.0 1210 1ra0 2338 1ra0 +270 170.0 270 0 1268 170.0 MW 170.0 1238 ? } 72h 770.0 1083 170.0 878 170.0 lam 170.0 I= 90.0 14M 1ra0 1128 170.0 1700 170.0 1270 tra0 1913 170.0 1315 170.0 2126 170.0 1387 170.0 2850 170.0 1468 Im.O 2075117&0 1628 170.0 310D 170.0 1830 m h 770.0 1171 170.0 037 170.0 1318 170.0 1080 170.0 15M 770.0 1209 170.0 1784 170.0 192 170.0 2018 17%0 1421 170.0 2213 170.0 1806 V&0 7892 17&0 7618 170.0 9140 1mA 101141170-013589 170.0 1703 Z o r mh 170.0 1761 1"A 987 17.0 1381 170.0 1178 170.0 1811 170.0 1230 170.0 1612 170.0 1388 770.0 7072 1ra0 1474 170.0 2'302 VIA 1681 110.0 Zf83 170.0 1700 ImA 923 170.0 1771 170.0 3883 170.0 1798 � J j G O goon 170.0 132e 170.0 114 Im.0 1684 170.0 1328 170.0 1809 170.0 1428 170.0 2123 170.0 1611 170.0 7381 17&0 1703 170.0 28SB 170.0 1818 170.0 3108 17Q0 2125 1118.0 3413 170.0 2273 198.6 3419 170.0 2701 0.0.0.000 09h 170.0 7417 170.0 'rxtz 170.0 1700 170.0 1494 770.0 1883 770.0 1822 170.0 2287 170.0 1784 170.0 2350 1ra0 1962 170.0 2693 170.0 2d8S tsoA 3189 170.0 2378 137.1 9188 188.0 2470 120.0 3188 1641 2128 Np Iqp to81n 170.0 1894 170.0 1409 170.0 1813 tm.0 1847 170.0 2231 770.0 1870 17&0 2660 170.0 2076 181.0 2781 170.0 7271 148.3 2781 181.8 2333 123.6 2761 140.4 ?281 109.0 2181 123.8 2231 92.7 2701 t1&0 2180 fLLI q t� Jilin 170.0 1838 170.0 1454 170.0 me5 170.0 1700 170.0 ?283 170.0 1932 170.0 2821 170.0 2149 161.6 2892 182.3 7246 138.6 2892 14.4 2216 115.8 2092 128.4 2106 97A 2632 116.7 2128 d&i 2832 109.3 2098 x iZdin 170.0 1771 1ra0 1888 170.0 2126 170.0 1609 164.4 7252 169.0 11109 13&1 2M 141.4 1964 120.1 2262 1272 1836 109.1 2239 1161 1816 90.1 7232 09A 1872 772 2282 e0.B 1838 67.6 2282 81.1 1608 U N O 1481 126.1 1881 128.8 1415 104.3 1651 108.1 1478 884 1681 81.8 1407 782 ISM% 80.7 1380 89.5 1884 72.3 1370 tR.e 1884 BS.7 1968 62.1 1884 BBA 1330 4.7 (681 482 1909 39.1 1864 4.4 1283 dd - `ttt///ry111 TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: An hor TebIs ANCHOR BWuitda 27a colada 3.91 Com. Ha0a•CMU Fined emu PTNbad Melei (DP)X( )vANCHOR CAP.,,, aR6 Ebo 1fa•9s Etao base Ebo 109.88 EW 010 steal 01261ed 6+0.sted MULLtON CAP..•.•„ Anoj04.76- lip Petteme Ar.hor77pm 3nr E ftUIea04o 3116 E D0�e00n tw Elm N om A9p eGala °�" AWeDatw 6me130701 9mew(o5I sum(t•Il USE THIS FORMULA TO OBTAIN THE*ANCHOR Ed9aobbnaeT+t7 r 3.118' r Tarr r 2a/r r 3.116 r CAr o.br 0.., CAPACITY REQUIRED•CORRESPONDING TO AN z 1.114• 1.174• t-1r4• t-1ti• 1.114• 1414• 7 tam• Tw lmbe ACTUAL PRESSURE REQUIREMENT FOR THE 2Ano11d• Mh 0.C.181•tletd wd%d CUP t-1628 390703 SBO ma 460®3 89018 1644 me me 160 ms 3649. 740b 374 Ins 1N89. 39109 442 ms 560 Poo OPENING,WHEN IT IS LOWER OF THE TMULLION HE 4 Aaon• 66 NUn.O.C./8tend•d(ordha8 C9p X10.9): 780700. Tho 0.e B09Ina 178018 9x32703 610180. 660 tea 709 0.,s 148018 TO me 127218 t6927tb 882 t8 998 the 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED eAnohma®t.7r Mh aaft9teM•d(ard6e0 Cep(FIp•47 118018 tPoOrm 10100. 2 18 WA WA 8408. WA 1068 iha wA WA 1131 13639. 1710708 gm a. MULLION.IT WILL YIEU)AMINIMUM ANCHOR 4Ar•8m®3.69n.O.0/(77235 An91e CPoe I(F4.61: Iso Ee Tao b 8800. 158018 lase a. 6100• 680703 WA M OM 748 me em tea 1684 m• eel e. 8850. 11201ba CAPACITY WHICH MAY BE USED TO QUALIFY 8AndI m07Nmo.aIp)a,eAn9te1-mIWEW 16eoma 1660708 /3mme 312om3 90.'1700. tosoms IIMRo WA 16200. lieec+ 7moma 3784709 13839. 1770708 aloe. ADDITIONAL CAPACINCHORTY OPTIBLE. SFROM THE 12 Arohae Ql,6.90n.O.C.f('q 2c5 Anbb dpaf(Fq.71: 1880 ma 21000. 140 ma 3180 ma WA WA 19090. WA 150028 WA WA wA 2015703 28548. 3380 ma ANCHOR CAPACRY TABLE. PR6DUCr RRVIS® i AnoBm®134'1.1.O.C.f UAllp,7070.123•AMn.(FlQ. MA WA WA WA WA WA WA WA WA WA WA P9A N81 tUA 1490 e. m o plTiu with Yin Fkdk e Ari70aa®0.84.0.M.O.C.t Utllp,IMo.t'25`Aaao.(Fq.4 WA WA WA IIIA WA WA WA WA WA WA WA WA I70L n01 2361 B. Imo-•2.000'^1- =,", uilding Coda 1618.0 2Anotro.�46r MM1 O.0/F-CJIp(Fp-fOk 38000. 390 709 4508. 880ma 16/8708 2700. PBO @e 354 ms 7408. 9410.8 836 t8 918 ma 3410. 442700. 880 704 AaRpteaoa ) 4AroMm 1.71•Mn.O.CIF 11r Anna 70918 605IDa 128818 WA WA 470166 WA 833 r. WA NIP WA 88218 88618 11400. �. NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: B7 BIT b*" lhOduaC FIGURE 1: FIGURE 2. Fx4URE 3: FIGURE 4: FIGURE e: FIGURE ii FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON t t 711 17 f 1 f • • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ••• • • 2p,N:AR je}(jsza(R1 Ain BE'VWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ,��:•4,c1-risk •• •P • • • •• • Y �'. i_. 8.000' �. • 3 (1rL11�1 A�D L SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS I•lU.5A90b • • • • • • •• • • 2iy23•HQ1.ES•TO ILLED iSI THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ •' _- FIGURE 8: FIGUREO: FIGURE 7: •• ••• SHR9IS 21.93.FIGURES SNOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. c�c 1!�- • • • • • • • • ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ',,�., y1-ATG GF tFIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GSD.WOOD SHALL BE PRESSURE-TREATED C• •,rf.070(7? '��; • • • • • • • • • YEW.OW SWTHERN PIi�WITH&N SG OF 0.55.ALUMINUM SHALL BE 81783.76 AND BE A MINIMUM OF.126• •,�p,'••• ••' ;`,: T61RIli.SJ EE14STUDS 90 BE Ai11NWIUM GRADE 33AND.046•THICK(18 GAUGE).STRUCTURAL STEEL TO t\,` • • • • • • • . "Fi.-T IN• BE AP,�T}125'THICK AND 0.38.•4LL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•xWx2S A.LYNN'MILLER,P.E. • • Tt{RE�D�BE�ONE THE VATER AL"O&#12 ANCHORS INTO WOOD MAYBE STEEL,18$S.S.OR 410 S.S. MULLION FL P.E.ffi 68705 ••• • • • • ••• • • • • • • • • • • • • 0 00 6: 0 47 0 00. So ••• 0 • • ••• 0 0 Y TABLE 14A ® � MuMon CaDacliv Table MR° T Opening HNdth(forwelt eallya mAcm)orOpeningHafght(forhoTim A-spa1Wn8mi form) 66N 6D In 701. 801. Win lOON I"In 140N 160N tS,�d1i�(}d O Raote7•td7x Tral✓men9. Reolargt0er Tre¢Tdai•, Renle7eular Twd•e. Reotengudar TnWfI-XG cler7galer Tr•fllft. ReoNledfal Treprilam Re4lar6n4ar riayTdmg. Re4larypder Tl wwara. Reofn7•w Tmg" 1.28"712.11` Load' Loft Loadm Loading Loedtig Loading Loaafag LoadLmft Loodig. Laeding Loading Loading Loading Laa7ro LoaAng Loading Ioadl*0 wY YY fill, R6 1 1 g la1��• 1g�g5 111 hf 1, *g� 1 N X Tube MuB � �� '� � �� ' � �� , 3 � @ �� 8 S@ �� @ � Z �°�m to I0 42N 1442 187.0 428 12x.2 818 1488 419 103.0 528 1389 414 gal 628 134.81 628 134.1 411 721 818 1341 411 Bal 89B 134.1 411 81.6 628 134.1 411 45.1 828 134.1 411 W 48N 98,8 403 1080 333 886 403 847 326 899 403 Bao 320 80,4 403 8fA7 403 79.1 MS 483 403 7fl8 314 40,3 403 789 314 348 403 788 314 30.2 403 74.8 314 _ 60.878N 82.3 382 91.0 301 888 30 79.3 284 88.8 3@ 71.9 289 61.8 384. BT.2 .7 382 60.6 234 41.2 362 63.8 283 343 382 Bab 203 28A 382 83$ 2B3 28.7 382 83.8 28'4 � 0 { &N 879 31B 74.1 287 886 318 84.2 281 -088 318 61.7 268 424 318 835 .7 318 Bab 2� 33.9 318 4&8 249 263 318 49.1 248 24.2 318 48.1 T1.2 318 40.1 248 m O 3 80N 488 288 83.1 218 41.2 208 48.7 214 383 2bB a.7 210 30.8 788 37.27.6 26B 34.8 204 24.7 258 K210164 20.8 708 34.2 201 17.7 288 322 201 186 23B 322 201 m ,� 63 N 427 234 45.8 7DD 3Y8 234 39.1 195 30,6 294 34.7 182 267 234 91.837 234 29.4 180 71.4 234 17.8 234 78.0 1B3 16.3 234 286 183 134 234 20.8 18337.2 213 39.4 1W 31.0 213 93T 1780.8 213 28.1 170 188 213 16.6 713 27.2 187 133 213 220 108 11.8 779 ?20 iB8 72 t1 288 779 WA 168 239 779 288 102 20.4 f70 178 148 17.9 178 20.389 178 167 148 � 5G 781n 7d3 1B7 284 140 20.3 181 27.8 137 17.4 18f 19.0 138 16.2 181 17.0 133 'e P 7BN 226 762 23.8 733 18.8 162 18.8 731 1fl1 182 17.8 f28 1.- 76 .- N Q O TABLE 1, ANCHOR CAPACITY ADJUSTMENT FORMULA: ��VV Anchor Cap Table(Ib0) (ANCHORCAP.,O,,,, F.. X � O o 8lasuatic 2.74tbtlertl0 3.6x(kOC. Irmwpeu FaedC►a1 PTwm MAa @ )X`MULLIONCAP.•m,,,,,,)aANCHORCAP.a, Atxhor Type S�tG EkoUllretm 114 BCOl)gtam ��m° 3I16•EkourAmn Iw Eko UIB¢[m 114 x0 fl�'Eko 114.39 Eko a10>Reei 61281081 8129heI X AnchorCOp Patbma IU1am AggnxNtor scree(a6)seat(nb7 ec•v m USE THIS FORMULA TO OBTAIN THE'ANCHOR Y `1 Edgaunte7cepr7j 7• 2.12 1• Z-IW 3-v8' t• a-v2• 1• z-trr 2 3vs• z a4a o.br o.324 CAPACITY REQUIRED"CORRESPONDING TO AN r m to fA Ertlbeaue110n} tffi4 1.N4 t3d4 1314 7 t-014' t-vY t-v4 1-v4• 1-114 t-at 2 1.9x8' 13+8 1•ias ACTUAL PRESSURE 1tEQUIREMFNTFOR THE 4AntOm3®9•L9n .c.1 7tbArylet9p01 7y 7w7m 73o t°9 s,lot99 1 ms 1898 k6 Gana OBODs WA 780•a 748 me 1380 me 1897 fis BB20s BBS me 1130 a0 CAPACITY(FROM THE TABLE)OOPENING,WHEN IT IS LOWER F THAN E SELECTED MULLION d 'N MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 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 26 FOR INFORMATION ON LOADING. {1,288' PR73DUCT REVISED SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 as wmyyin6 with 4o F101tdt1 Building Cndo 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE. Acceptelrca I6oZt8•d3 FIGURE 1: Bxpimm,rinte �Zl 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. i1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,118• Br • • FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS• t>ada f 1 t t I 1 t 71 ANGLE CLIP MUST BE USED IN PAIRS. .125' 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECffICATIONS.HOLLOW AND GROUT-FILLED �� (..Y7. ..LE!/l� CONCRETEBLOCIiU RLCyi S A�LAaCONF RRM OASTMC-90.WOOD$HALLBEPRESSURE-TREATED :�. �•'�CENSF''.FP YELLOW SO INE OV S1g�A0(dASL�yA 1MUSI.LBE80g3-TB AND BEA MINIMUM OF.128' THICK STEELS TO BE MI I 0 THICK(1B GAUGE).STRUCTURAL STEEL TO 8E AT 128'X 2.11'X.128 MULLION t LEAST.126'THICKaAND A31b&LL 1NCilOR6 INjO S EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FW MIR.UON) - 17:•• r1o.X6705 THE MATERIAL.#10 4012 ANEI-10111113 b1AYdIE STEW 1"S.S.OR 410 S.S. SlN'ROf • • • • • • • • • • • A LY IM11116,P.E. •• • • • • • • • • • FL P.E.#68706 • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 15A ® � Mul00n C&Amft Tabu Opening iNldtlttTorver6caAy9parrirBmlEiaLv)orDA-ft H9lgh!(WrilorbArde9Y3Pal,ric9m ) ffi o Wm Wm Tom w2 Som loom 120m ,wm t80m ti a a1B• T�oTi �a 7tapR0a1B neate11914v Tn7pR11en8 Ree1e,12it1e7 71ep/Men9. a Reetenow TwOIHm+B. Reet�fr Twmeng• Reota�4A LOcdW Loa Lae•ng Laadn9 LoadnB L-aft Rat ft 1�• QY 325'30 LWAV Lowing twang t6aa10 Laft twang ladk9 twang b � ly DEG AL 11 1111 11 RAYWL f 11 h I h 11111,111 1 1 fill 42117ira0 620 170.0 413 170.0 744 770.0 479 17a0 eBe 170.0 808 770.0 982 770.0 eta 170.0 1178 170,0 821 17OA 1240 174.0 5M 170.0 1488 170.0 621 170.0 1736 mo 621 119.7 1740 170.0 611 W x In 170.0 708 170.0 824 170.0 650 170.0 684 170.0 892 170.0 830 170.0 113J 170.0 881 170.0 1276 17D.0 877 170.0 1417 170.0 880 1622 1822 170.0 889 130.8 1622 170.0 880 1142 1672 170.0 820 ��77' Vj 60.@6m 570.0 747 170.0 683 170.0 698 170.0 831 170.0 1018 170.0 884 170.0 1120 170.0 723 1TOA 13Po 170.0 747 1812 1443 170.0 720 198.9 1145 170.0 788 117.J 1443 170.0 768 1028 1443 170.D 720 ll.l Cf 0, .in 64 in 170.0 787 Mc 812 170.0 868 170.0 891 170.0 1116 L70.0 701 170.0 7278 170.0 BGf 180.4 1953 170.0 837 IMA 1353 170.0 868 120.3 1353 770.0 881 103.1 7963 170.0 661 9D3 1363 170.0 661 BOm 570.0 888 170.0 701 770.0 1089 170.0 797 167.0 1218 170.0 878 148.1 7N8 770.0 811 1799 1218 138.9 0.18 1189 1N8 1621 02{ WA 1216 748.1 813 83A 1N8 148.1 919 73.1 1NB ,18.1 913 �yJ 63 m 170.0 83D 170.0 743 170.0 1118 1700 860 160.2 11 W 58&8 833 131.0 11 W 163.0 814 118 6 11 W 1419 899 1061 1120 1342 888 BTA 11 W 1287 871 76.1 I1 W 1262 870 BS 7 11 W 15792 870 Z p m W H 170.0 874 170.0 789 1018 186.8 881 130.8 1018 148.8 884 114.9 1018 1931 830 tOfA 1018 1231 659 81.4 10{8 718.8 830 78.2 150.18 109.1 611 20.3 IOfB 1202 818 147.1 1048 108.2 BI8 j 2 110.8 980 1479 764 117.4 880 t280 748 100.8 BW 170.8 734 88.0 860 100.0 722 782 880 920 712 70.4 880 88.2 703 88.7 890 793 693 60.9 820 76.6 888 44.0 820 79.4 888 z 72 In 78 47 110.7 790 126.1 890 899 790 1084 We 815.6 79D 93.3 683 74.8 790 899 8S2 886 M 78A &J 68.8 700 71.7 836 49.0 720 86.1 �4 A9 7911 921 [179 97.{ 780 81.6 817 ".41 } Z m = Q .O 78 In 110.8 720 118.6 207 BL3 789 88.1 84{ 781 720 86.9 832 68.2 760 77.1 8N 81.6 720 70A 812 684 1520 86.7 808 463 780 WA 894 39.8 720 883 888 34.8 720 69.8 668 <L G `�` 80117 721 883 74.1 620 W.t 883 828 481 111.6 68S 64.8 489 44.1 BB3 48.9 419 481 683 "A 188 38.1 8113 409 482 380 BB3 382 482 286 683 33.3 446 228 683 91A M2 � W �O�a BBN 68.4 495 81.1 413 48.6 486 61.6 438 42A 496 44.8 427 37.1 496 38.9 !N 330 186 38.1 418 28.7 495 332 109 248 420 28.1 100 N2 495 288 394 588 420 26.0 390 N p 08 In 41.7 SBI 12.8 353 34.8 991 3S•9 318 20.6 381 31.1 942 281 381 27.8 337 232 391 74.9 J33 709 391 72.8 328 17.1 391 18.7 521 14.8 381 1TA 316 W W fA 111 m 30.4 370 982 338 0 370 33.0 390 27.8 370 28.8 846 24.0 370 26.3 320 N.4 370 73.8 318 192 370 20.2 312 182 370 18.1 JOB [0.L' t20In 30.4 317 30.0 2871 25-3 317 28.0 284 21.7 317 225 - 111.0 317 188 278 188 317 17.9 273 Q Cl) 0 a lu m 1TA 220 17.8 203 ANCHOR CAPACITY ADJUSTMENT FORMULA' '� TABLE 15B Anchor Ce oKI TableWO) ANCI-K)RCAP.,w•,m. Rasae IT613 FA4a Cmu �. mew (DPS)%( )=ANCHOR CAP.,•, Rnbelrete: 2.71 Conetde 3AB Cqn. `MULLION CAP.,,m,,,,. 6116'Eke 114 eS Eko 5RT Ebb 1N•SO EIM 910 BIe01 012 Bta1 9128te01 Aneila Type: 3716'Elco uwewn 1/r Eke umeem tbbtm. 3116'Eft u6roea7 1p•E1°°tmreall A9ge8etor Lgftam AppreGMW 9arerJ(083 soa3w(aS Baevl(051 USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorCOp Pattem6 CAPACITY REQUIRED'CORRESPONDING H AN EOpa USMIGa 04 1• 2-1rC 1• 2.1JY 3•VB` t• 2.11Y' 1• 2.12 7 yv6 7 0.48 0.64• 0-�• ACTUAL PRESSURE REQUIREMENT FOR THE EmbgdnV t314 1.354' t3/{• 1.314• 7 1.114 1.111• 1-U4• 1.7/4 1-11C 1414 7 1376 5+48 7a1B9 2/vaea46gsermoc./¢las opa/ft.it � 39oma aso•9 Beom' f me M=oms 290 b9 354m9 406• 31 me 720(89 94eme 911509 4420. eWOu OPENING.WHEN IT ISLOtNERTF1APiTHEMULLtON 4Afr,h=Q=NM0.0.1M216A-2%C1 1ft'2k 720917 T808w MRS 1670 me 252s9s 64968 BW NS WA 1120 me 748 me 9m lim 199210 Bat ros 863106 trm lee MULLION.CAPACITIT(FROM THE TABLE)MINIMUM THE SELECTED TED BABolve®27t•49n.OB./(S 2lb Algb L799/ .3k 11201.0 7120 me 868Om TN81� 225410 N01 BW On NIA 1 39 WA 1320 BLa 99A 1022 R1s 1327619 1880 E0 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REYISL•D as complyhl8 7vhh 490 Flmida Bundfus FIGURE 1: TABLE NOTES: Acceptance a 0ae No 1b-0218.03 t1a7m ?d21 El 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION FORMATION ON LOADING. By 1 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. M( DadsPrad7a.9 2)LINEAR INTEI"LA=IQVgwEVN MUjL LE%GTI JS ANW OPENING WIDTHS IS ALLOWABLE. FIGURE 2 .128' ��` 1(L.. 3)MULLION A;D MULUONCUPjOV&ASE NDT 150 SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 30' •,,• •�1CF.1•:S/, ' • • • • HOLES TO BE DRILLED 10 VHEWIEIO FMLLOWIN"IME 4S40NAL RESTRICTIONS SHOWN ON SHEETS 21.23. •� FIGURES SHOW S6OOES1e 0 APPRO)SMAIIE HELElOCATIONS. % •• ••• •• • • • •• 3.250' ,.'o.:;8'105 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Com.WOOD SHALL BE PRESSOR&TREATED _ _ G : (Y_- YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083.75 AND BE A MINIMUM OF.126' J •, IO'i� !,, • • • • THICK.3TE611 BTUDiS W BE A MMIIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT �•BAY '')1 ' SATE or / LFA8T.126'TRICK dND A38.AQ ARCHCRSQMO ME1fAL•SHALL®(TEND AT LEAST 3 SCREW THREADS BEYOND MULLION �? • • THE MAT .1I10�.5/72 9NC}i47�IN301I�00�MA1�B�S1EL�18$S.S.OR 410 S.S. ••••" ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. •• •• •• • • • • • • • • • • • • A.L1INN hil'LLELR P.E. FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE16A 9btlUonOa Tabla BfR2 OFeRinglMdlhlr%eAooN°BPariftMA10m)orOpaningHB ht(brhdizcNa*3pwl1r9MII10m) ce�� 60N WN "In WN 90N 1WN to In 140N loom p13W52� Rs6ten91818 71apr16enD. heo7f8e1N. Reef•l9hler 7iaplBlmlB• Re514npier T as Loaanp Lnea90 L-** T LomBns laedep LoeAnBar T Lofldn9 fo3d4 T Laad1• b�n 326"48 10�o Loedlp Lmdrq loamy f0e916 1 L�nB Y BAY MULL a � 1 hfill, � fill, I fill, � O 41. 170.0 B20 170.0 435 170.0 744 170.0 478 170.0 868 170A SW 170.0 94 170.0 d18 170.0 1118 170.0 821 170.0 1240 170.0 62f 170.0 1488 f70D $21 170.0 1735 170.0 521 180.3 1871 170.0 621 W1. 170.0 M 170.0 44 170.0 900 170.0 584 no BBI 170.0 WO 170.0 1133 170.0 881 170,0 1276 170.0 6/7 170.0 417 170.0 BW 183.7 1887 170.0 880 140.3 1877 170.0 860 1225 1837 170.0 BW 7 a y 80.826N 170.0 747 170.0 863 170.0 898 170.0 Bat 1700 1018 170.0 884 170.0 1166 170.0 723 /70.0 1345 170,0 747 170.0 1491 170.0 756 147.1 1850 170.0 790 128.1 1552 170.0 Td8 110,4 1662 170.0 768 0 0 EI N 170.0 797 170.0 812 170.0 908 170.0 891 170.0 1118 170.0 761 170.0 1276 170.0 803 1700 14U 1700 837 163.2 1490 MC 838 1203 1456 170.0 901 110.5 1146 170.0 581 87.0 1155 170.0 881 W W in no BW 170.0 7011 170.0 1903 1700 797 170.0 1210 170.0 875 1117.1 1909 170.0 9N 1307 1308 170.0 W8 125.7 t309 183.6 WI 100.8 1300 157.1 982 89.8 1308 181.1 W 789 1390 167.1 882 631. 170.0 990 170.0 745 f70.0 1118 170.0 850 1629 1247 1700 010 142.5 1247 164.6 907 1207 1247 1828 888 114.0 t247 144.3 952 98.0 1247 138.2 938 614 1247 133.7 938 71.3 1241113&7 on W 7 W 1. 170,0 974 170.0 790 170.0 1189 170.0 903 148.4 1190 103.7 BOS 12B.0 1190 147.0 946 1164 1190 138.5 1GLB 1190 128:4 814 BEA 1190 1193 6W 741 1190 1101 693 844 1190 1101 803 gMH 181.8 1010 1903 677 134.7 1010 144.8 869 118.4 1010 1279 84 101.0 1010 114.7 828 88.8 1010 f_d 917 80.8 1010 90.8 B07 87.3 1.010 90.8 790 87.7 1010 57.8 700 903 1010 87.7 790 781. 1374 908 743.8 792 114.6 BOB 1220 718 90.1 908 107.1 781 90.8 808 982 749 703 990 889 738 807 fIW 823 729 679 BOB 71.7 HB 49.1 990 719 710 429 BOB 70.0 790 rL 781, 127.1 861 1326 764 1069 901 1123 738 908 881 WA 725 79.1 881 90.5 713 708 881 91.0 71q 63.8 901 78.4 898 63.0 Wt 88.1 801 464 Wf 649 875 39.7 1181 83.7 902 m = m W N 82.7 848 83.1 871 W.B 818 7211 661 69.1 BPo 0.2.9 884 81.7 878 58.1 548 40.0 818 604 537 41.4 818 47.0 830 34.8 818 413 tit IB3 818 302 811 284 818 38.6 907 L 000�333j BBN 901 dW 701 BW 68.8 688 69.1 188 48.7 SW 61.4 491 428 690 45.8 490 379 BW IN 41.4 478 31.1 WB 30.1 470 244 SW 334 459 21.3 690 70.8 452 21.3 690 28.7 447 N 1901. 479 448 489 406 389 44B 419 SBB 31.2 449 38.7 393 209 449 31.7 387 283 M9 26.6 302 23.9 44 201 377 200 f4 227 390 17.1 449 20.1 381 100 448 189 900 Ix W 1111. "A 428 45.0 390 30.8 425 379 379 31.6 425 328 373 27A 428 201 387 24.8 426 269 3BI V-1 46 24.0 388 18.4 48 20.7 380 18.0 426 18.8 313 0 Y 120N 34.9 3B4 35.8 331 29.1 384 29.8 328 24.8 364 25.8 81 21.6 381 22.6 317 104 3B4 20,5 313 173 361 18.7 390 V j (0Q 0 1/4N 209 283 p4 233 16.0 283 17.1 230 L •O o- TABLE 1n ANCHOR CAPACITY ADJUSTMENT FORMULA: AnehorCa Tabl9 (MI 0 CAP.,,,l Blnleh" 27k0msrefe 3.BkQs_. F145c4rCABl FaedQ6U PT WOW Hetet (DP_)X\NIUWONCAaANCHORCAP.- 811e•ape IH•USE"6118•Elea 1/4'88 El. 0108W 012 aw 012 Bled And"Typa 3nr Elm ubmw 114•em Umaon 160amn 3H6•Eko w0a4on- u4•Elm ulm o AW 6390- t Appeaator SOMME)BMW(06) Sam(65) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorCUp Patteme CAPACITY REQUIRED"CORRESPONDING TO AN ON OWM=R8; t• 2-12 r 2.12• 3.1/8• 1• 2-tlr r af/P r 114M r 0.4s 0.64• 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE EmEedmenl(MY 1.3H 1-3/4• 1.314 1.314• r 1.1M 1-1M 1.1M• 1-tq' 1-U4• 1.114• r 1{+18' 1.98' tmlee 2Ndw4G6'bBn.O.C./ 2s8Anp1ewp,/(Fq.t) 390Bm 3909q 5m 9098n 1100Ibs IV 250M 384 W0. 740@4 374 7pM 04Bi5s sot ms 440• 690016 OPENING,WHFJJRISLOWERTHANTHEMULLION 4 AaodaN®Sb•b&0.O.Q/CI1216 ANCHOR Atgm 1yN/(F10 27 780Ibs 780 Da 790 W0. 1870 We 28261ke MOM 680Op WA 11p les MU 105 MOM 79027fat _gft BB50e 1120 tics CAPACITY(FROM THE TABLE)OF THE SELECTED B Amda/e 27f'bOIt O.C./(2)2l6 Anplet9W/(Fq.37. Itp IM tip lEa 188•s 2241In ?250 ms WA 810 ms 17/4 105890. MA tMM WA 172268 1327 Bq 18800>a CAPACITY WHICHMMULLION.IT WILL A BE USED QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with aw Ftbrwk FIGURE 1: Ifaildmg Coda TABLE NOTES Acmptanc5NO)6.0218.0.3 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND 814EET 25 FOR INFORMATION ON LOADING. Fal Nn Daft 2ts12i SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. B7 at 2)LINEAR INTEP�IATjWE>i jM MUW.LEVTHp ANE"OPENING WIDTHS IS ALLOWABLE. a 1 FIGURE 2: • • • • • • • • • SHEETSONS,SEE HOLES O BE DfIi3)MULLION AND nLLED l0l11HE AELS FC�t,LAONINli L641ENS�IC�NyAL REST21-23. RiCT�1S HN*UPS 6i4DM ARE MIT 1111D SOALE.FOR EXACT IOWN ON SHEETS 21-23. 125' qG^ \ ��i�l • • • • FIGURES SHO�o �t�i�' �X""9E 'i"3. - cr 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.280' _ Nt� 5?,7��' _ FIGURE 3: 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 6083-T5 AND BE A MINIMUM OF.126' L7 • • • • THICK ST AI. TU�TO BEA I GRADE 33 TRI (18 GAUGE).STRUCTURAL STEEL TO BE AT • f� l` SAY !' LEAST.12 CK ASD A38.A F�� O M 'e AT LEAST 3 SCREW THREADS BEYOND MUL ONS :;Tkl OF THE MAT 410�j#12414C Da � ST 8-8 S.S.OR 410 S.S. n�.,!l.otilV�"•'�C fe 00 se 00 ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. •• • • • • • A.tVNNiC1A,lµ.ER;Y.E. FL P.E.0 6870E ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I-,.000•-I r-,.25o-�•I ��R - -�•� 1.000• C--• --� 1.000• �-- ai r--1268°� g u � 1.000" �-- -�{ 1.000• r- � .125' g a�toy - .12b• by � O 2.L 2.760' .126• 3.126' .526' 3.188` d .125` .126° 2.115• .128• N 2.0100' L NN125" 376" •6500` .125' O-'T , .800' V X 2•X.425'MULLI ION 1'X 2'X.375'MULLION 1'X 2.76'X.377 MULLION VX 2.75'X.SSW MULLION 1•X3.126'%.6'MULLION 128'X 3.188'X285•NIULUON 1.28'X 2083-TO L MULLION 2 Q a U) 6063T8 ALUM. 6053.78 ALUM. 6063.78 ALUM. 8063.76 ALUM. 606376 ALUM. 6063.78 ALUM. 8083.1'8 ALUM. O XSECTION XSECTION XSECTION XSECTION XSECTION X-SECTION X•SECTION m In O F '}'I 1--.126' x.126' -y 1.126` d TABLE A z FSTANDARD CLIP 1 2X5 ANGLE N�ALUM. Dlme"On value on) For MUlllon: 0 2000' I 805 SECTI N 2.126' 1 XSECTION = D. Z XSECTXN! U,CUP 2' A 1.826 I 6053-TO ALUM. V •12• B 2.854 1'X Y X.m U d' .126' X-SECTION L C 0.805 ub1nu N a Tube Mullion v Z T D 0.740 z 000 .125' F 740' A 1.12b 1'XT X.3761 W O B 2.404 Aluminum N 6.500• _ I+ 3.125 �1 CUT HERE TO .375` _ 5.00(r y C 0.835 Tube Mullion (~j a 0 'S ,376 r_CREATE F-CLIP,SEE MIN. .375•MIN. If D 0.4� a MIN DETAIL F.SKEET .338'MW. A 1.878 � g•O r-------� r--- '--� U-CLIP %------'--- B 3.000 T X275 X ��a `- -- J I L-------� A A I 6053TSALUM. ------------------- 2X5 ANGLE CLIP C 0.757 .37bAIUmIRUm TOPVIEW 806376 ALUM. D 1.118 Tube MUMIan - STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOPVIEYV E .460 Min. 8063-TB ALUM. MHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1'X 2.76'X 5CENTER ANCHOR HOLE MUST LIE 83-TS A W CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR ITHIN THE OA R BOUNDARY.SEE HOLE MUST L� HOLE DIAMETER:ANCHOR DIAMETER+1118'. B 3.000 .850' SHEENS 6.17 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion DIAMETER ANCHOR DIAMETER+1116'. SHEETS 6-17 FOR THE TABLE B D 0.838 ANCHOR O.C. DISTANCE.MAXIMUM POT PartA A 2.000 T X3.126 X PRODUar�RE�VORD ANCHOR HOLE Mull Dlm•nslon(sheet#) B 2.637 b00•Alum a corn IC.ode �R 6.500' •MIN. DIAMETER ANCHOR Mullion Std.Clip Oflwt Cllp U Clip Ando CHp a MW DIAMETER+v16•. C 0.883 Tube MUM AcceptmmNo .376°,_ 1"XY X.126°(5) 86606 868113M 6681118M SM43M 666511M D 1.137 pnml bate 7jD21 MIN. I - - �___________� 1"XYX.375°(6) 888006 686114M 6881119M SM44M ME12M A 2.825 ny j l X276"4.376"� 8 07 SM116M 6NI120M 688245M 668513M B 3.282 X,2W lura Mimi Deaoemdaa I •• ••• • • C 0.882 X.285'Alum I e •• V" 2.t6�.St(8) 68808 686118M 6661121M 666246M W514M Tube Mull i---i---j D i •• •i i i1"jt3 3'Zc.r>oa�(� =IAM 6661116M 6661114M 6�242M 6866i5M D 1'82 • ':""' •.:Fid 1.28'X2.11°X \�.• \�cesase ,.•'�,_ I I I •• ••• •• 1.*,X318B�X.r� (12) 66641M 8681117M 8881113M 868241M 868618M 1 1 I I A 1.813 .121"Alum : '--------� .-:i:: Wo.5310•' I -----1 1.26"X2.11"X.126(18) 89370 NIA N/A NIA 888517M Tube MuM ,L OFFSET CLQ OST •�• • • • • Il Ili •125• 6083-TO • • • • • • • • • • • '=��•'• U' �f 1 TOPVEW • 1;,OL86 TO BE DRILL D,IM THE FIELDFOL&OVMNGDIMENSIONAL RESTRICTIONS OMEN ON THIS SHEET. ylA ••2r SEE i AEETS 5-20•F�R SU•GIBESTEO-ArROT(I fE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. 6.81 ��; I A.L'YNNI,4I �kR)b.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • --{ 1.009• p- --� 1.060• - 1.oer-� .083• .365' .062" .126" --IF-.1%' .082• I c1 4.000" 1 .126'STANDARD CLIP 4.000' 4.000• 2.626" 2.000' 8063-TB ALUM. I 2126' USLP 2.600' 2X5 ANGLE CLIP 6063-T6 ALUM. d X SECTION .126' I 1 8083-TBALUM. XSECTION .126' N .126' XSECTION L to .125'a13716" .126' .125' 0 N .031"I i CENTER OF ANCHOR HOLE MUST UE WITHIN THE j W 126 DASHED BOUNDARY.SEE SHEETS 620 FOR THE � _ .1 • .376' ANCHOR O.C.DISTANCE MAXIMUM ANCHOR N -T HOLE DIAMETER:ANCHOR DIAMETER+1l15. LU N p OF T 1 C 1'%4'X.126' 1 %4'X.376' T 1'%4'X.378" 6.6A0' 6•�� 37S O �O J MULLION MULLION T-MULLION CUf HERE TO 8083-TB ALUM. 6083-TB ALUM. 6983.76 ALUM. �7� -3.126'---�-CREATE F•CUP.SEE .378' MW. X-SECTION X-SECTION XSECTION MIN I DEMI.F,SHEET 4 376' Z 1.25(1` r___----.� t r------ � ''T CENTER OF r .376' 2 - 1.260' t2W 1 1 1 1 I ANCHOR HOLE I I MIN' (L Z I I I 1 I MUSTUEWITHtN 0. I 1 I I 1 I THE DASHED I J F BOUNDARY.SEE 1 1 1 I SHEETS 620 FOR I ______-_I Q D Z 2.876• 1 --- t I --- I THE ANCHOR O.C. F 1 q F- p t I I I p ( DISTANCE j j N Z � 3.84' i 1 i i MAXIMUM I I U O 3.269' 3. 1 1 I 1 I ANCHOR HOLE 1 - I I { I I 1 DIAMETER: N N 00' .100' Li ------� {{{ 1-'-------' ANCHOR L---------------------' U •100' I DIAMETER+1118'. Q y O 0. .100' 4• - 824• rC STANDARD CLIP U-CUP 6=46ALUM. Re� 8083•TBALUM. 8083-TB ALUM. TOPVIEW & CENTER OF ANCHOR HOLE MUST LE TOPV@tY TOPS -.{ .82Q•h- �I.820'h- --i .820'h- WITHIN THE DASHED BOUNDARY.SEE 1.25 X 3.22'X.100' 1.25'X 3.22'X.824' 1.25'X 3.84'X.824" SHEETS 6.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE ppn•nden Value nj For MulOon: Dimension delve pn)For Mullion: 6W5-T6 ALUM. 600ST5ALUM. 6005-T6 ALUM. DIAMETER:ANCHOR DU1METER+1fl5. 7 X4' F 1. 8 1. 3. XSECTION XSECTION X-SECTION G 1.000 .125 G 0.2W X.624' H 1880 Alumtnan H 1.438 Aluminum .128' Q 3.4895.600' 3.000 Tube I 3.220 Tube Mulflon 2.681' .3717 376' F 3187 1'X4"X F 2.626 1.25 X 3.84' MIN. G R7b7 .375 G 1.122 %.824' 1.377' H 2430 Aluminum H 1.6W Alumimlm !?.10UCT REVISED 3.OW Tuba 8'T" I 3.250 Tube Mullion os cnmpiying with fire FWMa 1 i i I i i F Z260 1.25 X3.25 F 2.813 30' MUM Building Cede !6"0218.03 I I 1 I G 0.760 X.100' F 2876 46.8 Mug H�T� .126" .1252260• ii I j i H 1.290 Aluntrean I 3.280 Tube Mu91on BH i 45 BAY • • • •i • • } •i i TABLE D 39°BAY MULLION I 3. 45- �•...t-•-.a `1 I - Mull Ohn®ndon PG7PeA® aN �'i6083-TB ALUM. I X-SEC • •• • • • • •• 1 (sheet A) Mullion Sld.Oilp OHeetCap U•Clip Angle COpXSECTION • • • IVX4"X.125(10) 893Rd 688111M 6681122M SM41M 668818M • ••• •• • • G OFFSET CLIP T r .122' 1 6003-TO ALUM. 1'%4'X.376'(11) 88810 888112M 6681123M 866242M 886519M 1 a, No-5870V .228•• �.981,+� .228'J �.981'� .740' TOPVIEW 1'%4•%.375 T(i1) BBW3 888112M 866112 1{ 96814 1 886619M _ :h. 1•2VX3.25X.iW(13) 20160 601127M 6681124M 6882410M 8886115M N u�- NOTES: • ••• • • i • 1.25 X3.25 X.824'(14) 20181 6681f28M 6MI126M 888241iM a886118M -0 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIGUORS GIN ON THIS SHEET! • • • • • S 1 G TT • • • • • • • • • • • 1.-X3.84'%.8?4'(16) 20182 8681117M 8881126M 866241M 886517M 7• ti 2)SEE SHEETS 620 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS. •• • • • • • • • • • 3p Dgme(19) S86d9 WA WA WA BBW710M '•.PLO R��F �� • •• • • • • • • • •16 F W= WA WA WA 8882111M ' 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E. 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y TABLE E e "}6ty Mullolmenelon POTPertp (sheet#) Mullion Std.Clip LLC11p Angle Clip I '� .125 I f--•.126- 2"X4•X.25"(18) 68802 i I S86261M 886271M 8885112M n O 2"X S°X 25"(17) 88804 686282M 666272M 8886113M I STANDARD CLIP U•CUP 2X6 ANGLE CUP x 808&T8 ALUM. 6883.78 ALUM. 8063.78 ALUM. 2.066• I XSECTION 2.126' I NOTES: .126" 7-ow XS"'E"014N 1 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •t25 I 126• 126' '8 60 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. N con 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE I I--1.498• ,,,�T O W HOLE LOCATIONS. h 1.490' 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 6.600' W GUT HERE TO 6.000'- 375' m t/} a 0 3.500' CREATE F-CLIP. _ .375 .376' MIN. Q 2.000' .376' � SEE DETAIL F. MIN. r SHEET4 MIN. J ----------------- Z ------------------------� -- -- l---- 1 Z W I az J P d.ODD• SAW � + 3.436' � i C Q N o .25(' MULLION' I I 3.436' 8063-76 ALUM. I I I I I co XSECTION I I I I ____J MIN. U) 0 o � L----------------- L32_ ____-- ___I__- ___--__J __ __ Y L- STANDARD CLIP2X6 ANGLE CUP U TL O O U-CU6083-TSALUM. a y N CENTER OF ANCHOR HOLE MUST LIE 8063-TB ALUM. Z8EDFORZp4MUU-tON,$HEET1$ CENTER OF ANCHOR HOLE MUST LIE 8003.76 ALUM. .250• WD'HINTHE DASHED BOUNDARY.SEE TOPVIEW TOW4EW WRHINTHEDASHEDBOUNDARY.SEE TOPVIEW '5... �•O� SHEETS 6.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST UE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1(18`. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER-IIIW. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500, DISTANCE.MAXIMUM ANCHOR HOLE CUT HERE TO DIAMETER:ANCHOR DIAMETER+1118`. 6.000' �"'-2•�'-� .375' 3.686'--•---� CREATE FI:LIP, .375' 375 MIN. 4 r-SEE DETAIL F. MIN. gHEET4 MIN. 375 I I 1 1 t I I t I 1 I r:ONWCT REVISED s3 complying with the Fhrkk building Code 1 t I I 1 i AcceplencoNol(er0�1$.03 I I I 1 Dole QOZ! I I I I 260' 8.0�' -j- -TI 5.438` rY -- -----I M A I+ I!I I • •• • • I • • I 6,436- I • � • • • •� • • • 6•'�" YXB'X.2b' I • i•• •• • •I •• • I � � P�.•'•�ACENgF'•':�'p • I • • • •I • • I I _ MULLION I • M•• •• • • • I 1 No.$$705 6083-TO ALUM I I I I I .375 - _- XSECTION I I I I I /1 •y�STANaARD�6,• • • • • e • • �S..<O.... •',��: �j1L U•CUP 2X6 ANGLE CLIP ' .260• •8o83•T�ALUM.••• i i • .0. 0 i 8083.76 ALUM. 6003.78 ALUM. �i�� fIO('��)„��• •• TQC NEW • • • • USED FOR 2"X 6'MULLION.SHEET 17 TOPVft1V TOPVIEW A,LYufS MILLER,P.E. FL P.E.#58705 0:0•• • • • • *:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � f¢ EXAMPLE 1:SINGLE VERTICAL MULLION. THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1f4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+604PSD.0 PSF. �p - 1)INITIALLY ASSUMING THAT A I'WIDE MULLION IS SUITABLMULLIONTHE MULLION LENGTH IS 72•AND THE OPENING WIDTH IS 3Y+32+1•=SV.REFERENCING SHEET 25,THE COLUMN USING + i6 No W HEAMULLIONRECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 244'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01--60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LAR43ER SIZE AVAILABLE �-SEE SEE FROM TABLE 3A,SHEET 7,THE V X 2.76'X.376'MULLION(LENGTH-7T,OPENING WIDTH-707 MEETS THE DEPTH REQUIRED.HOWEVER THE DESIGN PRESSURE IS+1-583 PSF AND WOULD FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. PRODUCTS SHEETS APPROVAL 23 FROM TABLE 4A,SHEET 8,THE VX 2.73'X.850'MULLION(LENGTH-77,OPENING WIDTH-707 HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 4a n, OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION GTH 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 Z N m ANGLE CLIPS WITH(4)H12 ANCHORS HAVE A CAPACITY OF B85 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL •iEETsAPPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/SDA PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o Q NO ANCHORS IN WINDOW SRL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: GO (o /n (60 PSF)X( M�)m 624.8 LB.S (MAYBE USED TO QUALIFY 010 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH 72.7 PSF :) g z 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 � Z DESIGN PRESSURE OF+50,01-55,0 PSF. P `I' FOR THE VERTICAL MULLION: o 1)INITIALLY ASSUMING THAT A V WIDE MULLION 15 SUITABLE.THE MULLION LENGTH IS 32'+72•+1=105•AND THE OPENING WIDTH IS 3W+38"+1'-73'•REFERENCING SHEET 25. 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 N J O MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2:MULTIPLE MULLIONSG- FROM TABLE 3A,SHEET 7,THE 1'X 2,75'X.378'MULLION(LENGTH=108',OPENING WIDTH=8n MEETS THE DEPTH REQUIRED,HOWEVER THE DESItiN PRESSURE IS H-15.1 PSF N co MULLWMT" �" AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE T X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH-807 HAS A DESIGN PRESSURE OF+W.7 PSF WHICH EXCEEDS THE REQUIREMENTS d ~2 y SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. DETAILS,3r 3Y PENSEE EBTRATIDN SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+38'+2"=74•,NOT 73'AS PREVIOUSLY P ES z3 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35.112*+35-112`+2*=737. 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED CONCRETE HEADER AND SILL ARE W WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION _ �- USING THE STANDARD CLIP WITH(6)3118•ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.112'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND �'ISEE --SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. LENGTH DETAILS. DETAIL E, 6 SHEETS 2.3 SHEETS HEIGHTFOR THE HORIZONTAL MULLIONS: OPENING �o"T BECAUSE THE VERTICAL MULL WILL BE A Y X 4'X 260'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FOR MULLION TYPE COULD BE CHOSEN• HO PRODUCT REVISED dw MIA ION B ll�pldhig u�wilhtl•AIeTi6t 1)THE MUWON LENGTH IS 36'AND THE OPENING HEIGHT IS 32*+72*+X=108',REFERENCING SHEET 26,THE COLUMN USING TRAPEZOIDAUTRUWGULARCH EXCEEDS MAY Bultdi Qoda USED.FROM TABLE 12A,SHEET 16,THE X X 4'X 230•MULLION(@ LENGTH-42*,OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Accepmwe No lrn•O$I S-0.3 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. pimlen DateSEE DETAILS. 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' By SHEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE(',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH Mi Ueda pro" 23 (4)311 gVWRA"f*ANSW*S AT QN EDSE WTANQFaOF V GIVES AN ANCHOR CAPACITY OF 640 LOS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \1 I I I I I J ANCHDRCAPACITUOFi218BS.• • • • • LY LItElaNG 4)FOR 1HE U-CUBAN TRE HbRUIDNI14L IRIJRIION TO VERTICAL MUWON,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CUP SHOWS THE ANCHORCAPAz^I 107 ��'•C'•'y�y U9M S At HgtS,r1HIEH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE WIDTH FOR VERTICAL MULL ANCHDKTTPEI A '12 STEED. • :r {d0.59705 FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: +/.543 PSF FROM THE VERTICAL MULLION: +!•170.0 P FR E 38'HOFF��((ZZONTAIe(MULLION ATT��CHINO O CMU; :';� � F (J +/_170 FARE 38'HflR17�NT41.M+ILIJON OT'F{�HI�GJTQ THE VERTICAL MULLION(INTERSECTION). ()��'•, ✓' THELE^. DESI�NPRESS�REjS+1.84,7OPSFANpWl�UL44PgyYTOALLOFTH£MULUONS. •�••.,LOTt\D�•.•'\T.N,: •• • • • • • • • • • ' N �r VERIFY THbDESIGNORES3U•tE OR TRE FlNESTRAIIIOR PREDUCT3 USED WITH THIS MULLION SYSTEM.THE LAVER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION . /nNnl PROD!M.WILL APPLY TO THROVERAlI.ASSEMBLM FlNAL RESIGN PRESSURE REQUIRES THAT THE BOTH THE MU WON AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MIL18Ekt`,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENE3TRA710N PRODUCTS TO MUWON. FL P.E.&68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALRRUWGULAR LOADING'. PW1 I � � SHIDH SHIDH SHIDH SH/DH i PW PW Z N LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j �� / LLI ED SILL OF WINDOWS NOT ANCHORED VifTH INTERSECTING HOR¢ONTAL MULLIONSHINGED DOOR g PW i LOADING OFVERTICAL MULLION ,�•g �j ffz— LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PW Z fV I PW f I PW PW 3HtDH SHIDH SHlDH SHIDH I a Q 'o0 4 4 U}m SH/DH � Z�OR• d' LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MUWONI E> 1 � PW PW HR 1 1 1 ILOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 1 MULLION PVA HINGED PYY NOTES: "WOUCT REVISED DOOR PW 1)DRAWINGSARE BulldigC.odde with t>•PtorTda RERESENTATIONS OF TYPICAL Ac —No p� PW CONFIGURATIONS. Dan 202! / 1 CONFIGURATIONS NOT SHOWN MAY BE THOSE SHOWN OLATED FROM Miem . •• • •I • • 2)IF THE LOADING TYPE CANNOTLY)�IV Sh • • • •1 • • BE DETERMINED,USE ;�'.ECIC; ••""•••.�((�• �i V • • •••� : / PW RECTANGULAR LOADING. `>>.,••�,�GFY•15E '•."r r PW RWI• •.is 3)SEE PRODUCTS'APPROVAL FOR S No.5870:�� IF z lej ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSEOlING NOMONTAL MULLIONS• j • `� -"U'•v`�1', r' t b; !, • • • • • • • • ;til ` • • • • • • •I • SCID �[)C.•• I�!)F �'I= 1 •• • • • • •� hA ip1 LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN�I�.I•,CW'd.E. MULLION MULLION FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DARE MIAMI-DARE COUNTY MWAUM PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadymoy/economi Eurotech Industries,Inc. 4201 NE 12 Terrace Fort Lauderdale,FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails-to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT:Drawing No.W04-01 Rev D,titled"Aluminum Outswing Entrance Door",sheets 1 through 5 of 5,dated 01/15/04 and last revised on 07/27/15,prepared by AL,-Farooq Corporation,signed and sealed by Javad Ahmad,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 0000 Limitations: a 0 41 • 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs wAWorati1'ngs in see* 2. •••':' 2.Single or double doors may be mulled with approved clipped mullion or sidelites or tris ararn(undtw SOpdrate •••,;• approvals),lower design rating shall apply and such installation to be reviewed&appreveJ by AHJ- LABELING: ...... LABELING:Each unit shall bear a permanent label with the manufacturer's name or lobo,city,sta o lmt�series• • • .. •.•• and following statement: "Miami-Dade County Product Control Approved",noted hereiipa••• ":'• .. ..... RENEWAL of this NOA shall be considered after a renewal application has been filed-&Where Us bbeft no 000000 change in the applicable building code negatively affecting the performance of this pry • .' TERMINATION of this NOA will occur after the expiration date or if there has been a revision o*chadge in Me ••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as ail pp6pement of any :....: product,for sales,advertising or any other purposes shall automatically terminate this NOA.Faitur8 IQ toinply • • 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 1 at the job site at the request of the Building Official. CZ�s NOA revisesNOA#14-0303.0 consists of this page I and evidence page E-1 &E-2,as well as approval document mentionea above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 15-0729.14 MIAMMADECOUNTY n Expiration Date: June 10,2019 Approval Date: March 3,2016 b 1 Pagel Eurotech Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NOA No. 09-0310.15) 2. Drawing No.W04-01 Rev D,titled"Aliarninurn Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on 07/27/15,prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad,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 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s). HETI-08-2021,08-2022,08-2023 and 08-2024,all dated 03/15/08,signed and sealed by Candido Font,F.E. (Submitted under NOA No. 09-0310.15) 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)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane E.*giaeering Testing Inc.,Test Report No(s).HETI-03-1882,08-1889,08-18890 and 0&2424,dated,01/15/84••;• thru 02/09/2004 all signed and sealed b Rafael E.Droz-Seda P.E. •• •• ' g (Submitted under NOA No. 08-0507.10) 000000 • 3. Tensile Test prepared by Hurricane Engineering&Testing,Test No.j4FT4;04-T 1 QQt dtd :*0** ••• 01/29/04,tested per ASTM E8-01, signed&sealed by Rafael E.Droz Sada,P.E. •••• ••;••• 000000 .. . 0000. 0000 .. . 0000.. C. CALCULATIONS 0 • 1. Anchor Calculations and structural analysis, dated 07/23/15,prepared by 1A1-Faroo0000 cj Corp., • ; signed and sealed by Javad Ahmad,P.E. •0 • .. ;0000; 2. Glazing complies w/ASTMS-1300-09. 00.00. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc.for their"Sentry Glas ®(Clear and White)Glass Interlayer",expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America.,Inc. for their`Butacite PVB Interlayer",expiring on 12/11/16. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0729.14 Expiration Date: June 10,2019 Approval Date: March 3,2016 E-1 Eurotech Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 &no financial interests,prepared by Al Farooq Corporation, dated 07/23/15, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Notice of Acceptance No. 14-0303.09,issued to Euortech Industries, Inc.,for their Aluminum Outswing Entrance Door-LMP',approved on 05/1/14 and expiring on 06/10/19. 2. Test proposal#07-3527 approved by BCCO. (Submitted under NOA No. 09-0310.15) . • .... ••s6.6 s• • .. . • . . ...... .. . ...... .... ...... . 000000 000000 ..... 06.60• • •• ••• a• 6 ease•• • • • • • ••see• • • • • • •• • 0000 • • Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0729.14 Expiration Date: June 10,2019 Approval Date: March 3,2016 E-2 f --------------_ U --_--- -•;(1 42' AT NTG(43TIILEENDS 75 3/4' OII 11 II II I I AT 3"O.G �h 11 II SEE SEP TE NOA 11 11 FRlY,iE WIDTHFOR FRAME WIDTH • 1111 RATING_.AILS II I 1 13'MAX. DOOR HINGES 13'MAX. 5'MAX. �_ i, .1 I I HEAD/SILL 5•MAX. SURFACE APPLIED SEE SHEET 2 HEAD/SILL HEAD/SILL �+ 1 FALSE HUMINS FOR QUANTIRES CORNERSCL I1— — -- — ----- HEAD/SILLA MAY BE USED —^k CAPACffY —'`� U --- ----------- CORNERS 66 G I , E 0 I I SEE SEPARATE HOA FOR SIDEUTE I� 1 ACTIVE I IN-AJYfVE / ACpllvt I RATING AND DETAILS LEAF LEAF \ m \ —_ L = I al O A W 7 a�0 o �I I I i Ili W W W V � � y DOOR HINGES �Q g FOR E SH 2 OUANTITIES m MIAMI—DOE COUr do CAPACITY 31 3/4' SEEAPPR EPPAORATE MULLION 29• �� 'c0i ¢C --> D.L OPG. n OM..OPO. O.L.OPG. ALUMINUM OUTSWING ENTRANCE DOOR 39 1/8 35 3/8' 36.3/8 LEAF WIDTH LEAF WIDTH LEAF WIDTH APPROVAL APPLIES TO SINGLE (X) AND DOUBLE ()X) LEAF DOORS. TYPICAL ELEVATIONS (3)ANCHORS ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITE5 AT MIG.STILE ENDS USING MIAMI—RADE COUNTY APPROVED MULLIONS IN BETWEEN. AT 3'O.C. c R R ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN g R €t' COMBINATION WITH TRANSOMS USING MIAMI—WE COUNTY APPROVED MUWON IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• 000 0 0 ••• : : ••• a c u r a REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCII: 01 F y S�o6 HURRICANE ZONE HVHZ. •• • • • • • �o amu o 1BY OR 29Y WOOD BUCKS 13Y OTHERS, MUST BE ANCHORED PROPERLY • • • • • • • • • TO TRANSFER LOADS TO THE STRUCTURE. •• 000 •• • • • •• Y ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS Engr.JA Al)AHMM THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. vItUDUET K. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML ►YI.Yib i SHUTTERS ARE NOT REQUIRED. FIA PE/7o592 a'mnpryinp vtl4 Nle MWf{d/ o' ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ••• • • • • CA 3636 Baidiae C06 NOT PART OF THIS APPROVAL • • • • • • • • • • • 4capm-ooNa S�?2-9,14 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IMO 1V:D ONtY. • ••• • ••• : : '( BiplraUna O°ley =�p7o19 0 ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPREVIS LE. • ••• ••• • • • • a?rodeg2' _ drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL(,METAL SCREWS, THAT • • W04-01 COME INTO CONTACT WITH OTHER DISSIMILAR MAT RIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, sheet oT 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 • 0 000 • • i • ITEM 9 PART/ REQlL DESCRtPTTON MATERIAL MANY./SUPPLIER/RHMARX3Iu 6 - 1 ER006 AS RECD. DOOR FRAME 6063-T6 - �� 2 EM12 AS REGO. DOOR LEAF 6063-116 - p 3 VZI566 1/LEAF DOOR BASE BOARD 6063-T6 - Z 4 VZ-1483 1/DOOR FRAME SILL 6063-T6 - 5 - 1/D00R SILL BASE 6063-T6 - 6 VZ-1481 AS RECO. ASTRAGAL STILE 6063-T6 - S 7 VZ-1535 4/LEAF GLAZING HEAD 6063-T6 - Q B 2801 AS REDD. GLAZING GASKET EPDM DUROMETER 75±5 SHORE A 0, SHEAR CLP G063-76 10 1001/50 1/CORNER CORNER KEY ALUMINUM MONTICELLO j h 11 0060OX 4/LEAF HINGES ALUMINUM CIESSE Q "i 12 010 X 3/8' 4/HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS Q 4 RE00. BUM - - c ®10 x 2' AS I!1 M. ASSF74BLY SCREWS - FOI SELF DRILLING 4! ; 1 15 1#12 X 1-1/41 FRAME ASSEMBLY SCREWS - SMS Q qq_q O DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/16"HEAT SIREN'D GLASS 3/16"HEAT STREN'D GLASS n SINGLE (X)DOORS SINGLE, (X) DOORS DOUBLE (XX) DOORS � o D9O"Interlayer 100'Interlayer v I DOOR SIZE GLASS TYPE'A' DOOR SIZE GLASS TYPE'B' DOOR SIZE GLASS TYPE'A'OR w Kuraray Butacite PVB Kuraray SentryGla6 WIDTH HEIGHT EXT.(+) INT.(-} WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) By'Kararay America,Inc.' By'Kuroray America,Inc: Z 2J8 750 850 2J6 100.0 140.0 5/0 6/8 75.0 75.0 3/16'HEAT STREN'0 GLASS 3/16'HEAT STREN'O GLASS o 3/0 6/8 75.0 85.0 3/0 6/8 100.0 140.0 6f4 75.0 75.0 W U M, 3/6 75.0 85.0 3/3 100.0 140.0 5/D 7/0 75• 75.0 2/6 100.0 140.0 6/4 75.0 750 ul w 3/0 7/0 75.0 85.0 3/O 7/D 100.0 140.0 5 0 8/1 75. .0 �" SILICONE 2800 GE SCS 2800 Z~ m 3 6 3/3 100.0 140.0 6/4 75.0 75.0 SILGLAZE II SILGIAZE 11 Z N_ a' 2/6 75.0 85.0 2/6 100.0 140.0 LOADS SHOWN AWE ARE FOR ;D li ro ggI 8 0 750 85.0 3/0 8 0 100.0 140.0 INSTALLATIONS WHERE WATER INFILTRATION � 8 �� v 8 '1 U 41 o 3 / / RESISTANCE IS NOT REGUIRED. o- 3/. 3/6 75.0 85.0 3/3 100.0 140.0 LIMB ORERICR(+)LOOS TO 48 PSF DOORS APPROVED FOR INSTALLATIONS DOORS APPROVED FOR INSTALLATIONS FOR OJSULLATIONS WHERE WATER g?: cli WHERE WATER INFILTRATION RESISTANCE WHERE WATER INFILTRATION RESISTANCE INFILTRATION RESISTANCE 6 REONRED. j IS REQUIRED, IS REQUIRED. O T.IYCKS SINGLE DOORS: LOCKS SINGLE DOORS: LACKS DOUBLE DODRS: 3 POEM LOCK SYSTEM AT ACTNE LOCK STILE MANUALLY OPERATED CONCEALED FLUSH BOLTS AT ACTIVE LI:F: GLASS TYPE 'A' GLASS TYPE 'B' 36'FROM BOTTOM.HEY OPERATED ON TOP AND BOTTOM OF ACTIVE LEAF PART#02181 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT GLAZING OPTIONS EXTERIOR AND THUMB TURN ON INTERIOR. ATTACHED WITH(4)#10 X 1-1/2 SMS. TOP AND BOTTOM OF ACTIVE LEAF PART#02181 STRIKE PLATE 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH(4) B8 X 1-1/2'SMS. o Q 12 1-1/4'X 1/4"X 16-1/4'LONG 38"FROM BOTTOM,KEY OPERATED ON EXTERIOR 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE c ATTACHED WITH (2) #8 X 3/4'SMS AND THUMB TURN ON INTERIOR. 36'FROM BOTTOM, KEY OPERATED ON EXTERIOR m STRIKE PLATE AND THUMB TURN ON INTERIOR WIRES SINGLE DOORS: 1-1/4-X 1/4'X 16-1/4'LONG ATTACHED WITH(2) #8 X 3/4'SMS INACTIVE LEAF NOTE: TWO-HANDED CONN HING �+ GLASS CAPACITIES ON THIS SHEET ARE - EXTRUDED ALUMINUM BRIDGE 2 •• ••• • • %NUALq o ONCEALEO FLUSH BOLTS AT o o h 13Y'clEssE' HINGES SINGLE DOORS• • • • •TOpsaN%B0jGy*GFTNACTK LEAF PART f02168 BASED ON ASTM E1300-09 (3 SEC. GUSTS) (5)PER LEAF TWO-HANDED COMB RING • • •• 0ATTACHE•W1iH(Q 18 X 1-1/2 SMS. AND FLORIDA BUILDING COMMISSION m G<m o 0 AT 6", t2',35',s3-t/2"AND • •• • • • • ••• • DECLARATORY STATEMENT DCA05-DEC-219 c EXTRUDED ALUM 92-1/2'FROM TOP OF DOOR ALUMINUM BRIDGE 2• • • • BY VESSE' • 41IMU`E' DOT1B • ••• •• � (7)PER LEAF AT 7/0 AND 8/0 DOORS T;O-I{pFIDED COMB HINC •� NYAD A E AT 3',9'AND 28-3/8'FROM r�:. FLMAO F'k000CTMF'WEhD EXTRUDED ALUMINUM BRIDGE 2 TOP AND BOTTOM,ONE AT MIDSPAN BY 'GIESSE' FLA.PE L7o592 I•cnmplYlaR++IH YeT4ori61 I � (6)PER LEAF AT 6/6 DOORS 3538 8.14168 Cab AT 3",9'AND 26-3/1; ••• • (a)PER LEAF 4caPlnnrc Ft4�l 6 �. • • • •A 12;ill,83=1�2_AND q TOP AND BOTTOM • • • • • •9z�1J2 M OP F BOOR F•SL4r"I""'O'a aT a e ••• • ••• • • • • • • �` �rt drawing zno. NOTE:TOP AND BOTrOM RUSH BITS must el ' z ENGAGED DURING PERIODS OF HURRICANE WAILNING. sheat Qof 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IBY TYPICAL ANCHORS lu - SEE ELEVATIONS TYPICAL ANCHORS WOOp BUCK FOR SPACING W r5 ELEVATIONS METAL SEE Ft.EVATION5 STRUCNRE 7+ 3 FOR SPACING I c FOR SPACING pp J EDGE D EDGE DISI. rFvt I _ � 2 1 O Q p A 13 TYPICAL ANCHORS Z IIS g ACCESS HOLES SEE ELEVATIONS 4 WITH PLUGS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND Q 7 D 2 �FOR TRANSFER THEM TO THE BUILDING STRUCTURE. 1L___-_---lq� RATING AND AILS - N CAL ANCHORS: SEE ELEV.FOR SPACING v o nn F-----1 ==—_—� " i 1 II 11 =177 K51,Fy=155 KSI) � Z INTO 2BY KS OR WOOD STRUCTURES o - m jl a 1-1/2" MIN. JAMBS) a n QS I L–_----U -----� w W w re �i , RU 1 BY BUCKS INTO CONC. OR MASONRY Z ern a © i1 li 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) O 1. it 4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS 0 II 11 O -m dt W 1`------ --------'I DIRECTLY INTO CO z Z N w d F 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) _-0 c� k 13 NNMI-DARE COUNTY 1-1/4° MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) V ww d W j 14 �I', APPROVED MULLION p F Z y^. p I i _ SEE SEPARATE NOA ,414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) I 5 TYPICAL ANCHORS INTO MIAMI–DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/81) :)N ' 13 SEE ELEV. FOR SPACING W d•ri INTO METAL STRUCTURES I,I STEEL 1/6"THK. MIN. (Fy = 36 KSI MIN.) n � ALUMINUM : 1/6" THK. MIN. (6063-T5 MIN.) 4 I 2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 7o e h h TYPICAL EDGE OLSTANCE 7 INTO CONCRETE AND MASONRY = 2-1/2" MIN. c g I'I INTO WOOD STRUCTURE = 1" MIN. 86 X 1/2•sMs ._ INTO METAL STRUCTURE = 3/4" MIN. 3"FROM ENDSWOOD AT HEAD OR JAMBS SGJ; 0.55 MIN. AND 10"O.C.MAX. CONCRETE AT HEAD, SILL OR JAMS f'c = 3000 PSI MIN.(a) d2 x t'stash• 3 C-80 HOLLOW/FILLEO BLOCK AT JAMBS f'm = 2000 PSI MIN. t • ••• • • • • • •• o o�=h F AT 2"O.C.MAX. • • • • • • • • °1 8 8 Ei 0 2 AT CENTER OF SIR. • •• • • • • • SEALANTS' c a m n © • •• s • • • ••• • ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH a t3 REOD.AT ••• ••• ••• ••• i ••• ADSEL OR TEKNA 50729 SEALANTS. x 9 S DOUBLE(XX)DOORS ( ONLY Engr.JAVAD AHYADb o CML PItOOUCF K�V1svD FLA.PE y 70592 u—PO'b8ftk�teeidv c 3 t - �I • ••• • • C.A.N.7538 Nvldlvg Cad• . lecephen No f Y _ –L______J1 . . , • . . . . . .'. 6ttpinlhm ONC •1� v � v` r3 EgGE'LUs'T.' < ° '.. - ••• • • • • • • • • • aliasi Browing no. _ ' OIs W04-01 TYPa SEE ELEV.I CAL FOR SPANCHORS CING r sheet$of 5 • • • • • • • • • • • s• •• • • • •• •• ••• • • • ••• • • 1/4'MAX. Z J i/4'MAX. SHIM SPACE F ad SHIM 1/4' MAX. METAL , ' SHIM •' © / OD STRUCTUREO v 1 (2)08 X 3§MS4 2 WOOD BUCK C TYPICAL ANCHORS OR F. SEE ELEV. W000 STRUCT ACTIVE LEAF FOR SPACING Gi p ,3 C 13 it o o ai3� TYPICAL ANCHORS .ew Q W f co SEE ELEV. •.�' 01H EXT. O FOR SPACING •i 18 12 EXTERIOR 13 TYPICAL ANCHORS = SEE ELEV. o 11 2 7D.L.OPO. FOR SPACING ��,, U n of Z m LEAF WIDTH 0 a (� A v, O lt]W FRAME WIDTH v NM SINGLE DOOR MIAMI-DADE COUNTY Z APPROVED MULLION _ O Z m SEE SEPARATE NOA O 1/4'MAX. �y 2 F SHIM j j II 1BY p f-Z II II WOOD BUCK WO g m II I ? ~O SEE SEPARATE NDA ii i i ACTIVE LEAF IN—ACTIVE LEAF FOR SIDELTTE j� RATING AND DETAILS q I i- 13 16 Th I - all �I IIro A1'i I I I O G L_ J�______ TYPICAL ANCHORS ------ _=.a..tElLt>� SEE ELEV. FOR PACING al 12 t1 2 7 EXTERIOR (2)SB X 3/4' - g sMs c d •• ••• D.L•OPG,r •• LEAF WIDTH ti°4 -n r r • • • • • • • .icgmo • • •• • .,o • • • • • • • • • FRAME WIDTH DOUBLE DOOR Engr. IAVADmL AKNRD Y .e o PR�OUCT If1Nf' $ FIA.PE g 70592 acomWYln wtlYte�IM� c n xg CA. 3938 Belding Cod. n �. • ••• • • • • \eec{u}nc4 No '072 �S 6 • • • • • • • • • • • g,plreBo.oale `I a 5 •• • • • • • • • • • � 8 2015 "�� d�ovA� n •• • ' e • W04-01 sheet qo( 5 • • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • To ,0 to 3.937 .070 10 'L 3 t.81� 1.834 / 2.858 d'o HL Q 01 DOOR FRAME I I v 1.771 4 ` z.aso 7 I 4 b s 3.873 L 070 � ^ 2919 1 n � o 1.024 U 1 Z e FRAME.TOP CORNER o (� 2047 � W w M 0 DOOR LEAF to 1.772—moi k� � I w 14 Z ?N w —11.087 3.937 g gm"' 3.177 2.921 1.103 0801 �� .238 1.043 1.038 g G Q DOOR BASE BOARD Q SHEAR CUP `o o �{ 2.402-1c 'a .138 ,059 ,1 417 1.7�1744 . 1.906 FRAME BOTTOM CORNER c m$ N 0 c m �L 1.772 • .51�� w • •.• f• LEAFCORNERN �$ c •• ..• •• s' ' ' ' O FRAME SILL O ASTRAGAL STILE • • '• Engr.JAVAD MMAD 4 p-2.000-1 1.000 M Epp 70892 ►ktJll11LR fiKY$gyp o n 1 1 • *0" i•• • • • o CAN.7539 B„ cai' �e PNeW a • • . • • . • • • F.x t a 5 • • • • V • • 4ceepugre N� 1 '1 ��'��` p rmkro.ete t.�o �J .094 .84x8 :• �of t�te•:� •� • �'• i i AUL 2015 ty 4 drawl I1.ao1 ' ' " p , W04-01 10. SILL BASE O GLAZING BEAD sheet 501 5 • •• •• • • • •• ••