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WS-16-310 Miami Shores Village 4 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 ,1 r 08/0312016 Project Address Parcel Number Applicant 1270 NE 95 Street 1132060144060 Miami Shores, FL Block: Lot: DWIGHT TRACY Owner Information Address Phone Cell DWIGHT TRACY 1270 NE 95 ST MIAMI SHORES FL 33138-2550 Contractor(s) Phone Cell Phone THE COMPANIES OF R&S INC 305-256-6666 Valuation: $44,168.70 - — Total Sq Feet: 00 Type of Work:REMOVE AND REPLACE EXISTING 21 WIND Available Inspections: No of openings:27 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $27.00 Invoice# WS-2-16-58562 DBPR Fee $5.55 02/03/2016 Cash $50.00 $415.10 DCA Fee $5.55 Education Surcharge $9.00 02/05/2016 Credit Card $415.10 $0.00 Permit Fee $370.00 Scanning Fee $12.00 Technology Fee $3e.00 Total: $465.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINWntra / FING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informthat all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-n the work stated. February 05,2016 Authorized Signature:Owner / Applicant / nt Uate Building Department Copy February 05,2016 1 ry:iF ..+..... �±..�' .T � 16Miami Shores Village � � e s 20,E Building Department q t 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 r� INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBc 20�y BUILDING Master Permit No.� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION E]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP 1 CONTRACTOR DRAWINGS JOB ADDRESS: 1�`-Io QVC �J-'t� ST y� City Miami Shores County: Miami Dade Zia: Folio/Parcel#: 3 — Is the Building Historically Designated:Yes NO.,*eg Occupancy Type: Load: Construction Type: p (� � Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ay`''� and ' "'�� l �u hone#: Address: Id-10 NO ys ST City: " (4A,1..1 State: Zip: 3 1?/ Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: - l-I- kk U!�21ga Phone#: 1305- Az & [° (0r° Address1:I X 7/S S V✓ -re,-0V 7 City: IMA �I t/�ln state:. Zip: �3 Qualifier Name: J6 �V, -T ` al i LAI Phone#• c3 0-s- State Certification or Registration M CLI C' Certificate of Competency#: DESIGNER:Architect/Engineer: 44 Phone#: 77 M?( Address: j2,0 Z® :57,W 70 ele- City: p:, .�1�� State: -: Zi Value of Work for this Permit:$ q4/1 l("Vy' Z0 Square/Linear Footage of Werk: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: %�o✓a 6W10rji)r I-A,)j✓11p--6 T Specify color of color thru tile: Submittal Fee$ /2�-ciS Permit Fee$ '3 O 'w CCF$ a� ' CO/CC$ —43LScanning Fee$,) U� Radon Fee$ r DBPR$$ Notary$ A Technology Fee$=�6 Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 10 TOTAL FEE NOW DUE$ 15 - 10 (Revised02/24/2014) Bond)ng Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application Is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the Issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction In this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the flet 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. JZit Signature Signature d1Z t. OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The fo instrument was acknowledged bef me this day of 20 by day of J a R/J c°"7 .20 by TK61 ca .who is personally known to J00 V, Low .who i rs Wali kn me or who has produced DL�� r as me or who has produced as identificati landdihow d take an oath. g identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: /Zwk Sign: __/I ,�,, Sign: Print: ✓ V,,_CU Print: Seal: Seal: o"! P!k. LAURA HERMEZ * * #I1 MY COMMISSION i EE 884425 r EXPIRES:January I0,801 f * * EXPIRES:Janua 10 2017 �'e��,� T�ue��f8 APPROVED BY r f Y Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) u, .......... 75V x ° WE S IT'T'H6iClJt3H March 3, 2016 s-G-ICP- -310 . Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores, FL 33138 Re: Extension of Precast Concrete Substrate with Mortar Mix Filler PGT CA5540 Impact PVC Outswing Casement Windows (NOA#15-0420.11) PGT PW5540 Impact PVC Fixed Casement Windows (NOA#15-0415.01) PGT HR5510 Impact PVC Horizontal Roller Windows (NOA#15-0903.10) 1270 NE 95th Street Miami Shores, FL 33138 To Whom it May Concern, According to our dealer, the installation anchors for the above-referenced windows were installed into a precast concrete substrate on all four sides of each window. The portion of the precast directly supporting the window frame consists of a projection approximately 2'/4" wide x 1" tall directly behind the front flange of each window. In order to fully support the 3%" width of each window frame, a mortar mix filler was bonded to the interior face of this projection to extend it to the full 3'/"frame width. Provided the mortar mix extension has been engineered (by others) to structurally support the window frame and installation anchors that bear on it, it is acceptable to install the above-referenced windows in this manner with the following limitations: 1. All installation anchors for each product must be Group C anchors (1/4" Ultracon into concrete substrate with a minimum edge distance of 1" and a minimum embedment of 13/" beyond the projection). Refer to each NOA for full description of anchor/substrate. 2. The installation anchors must comply with the quantity and on-center spacing requirements of each NOA for Anchor Group C. 3. Maximum shim space between precast and window shall be Y4". 4. Sealing of this installation against water infiltration is the responsibility of others. Should you have any questions or require further clarification, please do not hesitate to call. LYNI �/ Sincerely, ``�� 0��........ i,�� • `� '� �CENSF'••.F.p i 3/3/2016 N0.58705 Digitally signed by Anthony Lynn Miller,RE Date:2016.03.0317:13 26-05'00' •� : �Qf / Q ' STATE OF 1(/Z' A. Lynn Miller, P.E. �`�.'• .•FtoRIo ��` A..R ^'a � P,.•'' C.) Code Compliance Engineer �'.,SS's ''••• � �� Florida Registration#58705 ��,ZONAL 1 FL Cert. of Auth.#29296 1070 Tech Drive N.Venn,FL 34275 941,480,1600 pg8ndustries.cm /'U��/�(�_ l IJ5- Z-PO_3/(D February 23,2016 Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores,FL 33138 Tel: (305) 795-2204 RE: 1270 NE 95'h Street Miami Shores,Florida 33138 Dear Mr.Inspector: This letter is to confirm that hydraulic cement is ideal for use when filling the gap between an existing concrete precast sill/buck and the remaining space adjacent to the new window. This product for the following application is acceptable and I have no exception with its use when handled in accordance with the manufacturer's recommendation. Sincerely, Eduardo A. a PE License PE64759 4v<e ' �da j�- �C� �/f vt Cl_ PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue): 5. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours&Co., Inc. for their "DuPont Sentry Glass®",expiring on 01/14/17. 6. Notice of Acceptance No.11-0624.01 issued to E.I.DuPont DeNemours for`Butacite PVB Interlayer",expiring on 12-11-2016. F. STATEMENTS 1. Statement letters dated 03/30/15 compliance to FBC 2014 (51'Edition)and"No financial interest",prepared by PGT,signed&sealed by Lynn Miller,P.E 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. .This NOA revises#13-1125.05,expiring April 14,2016. 2. POT dated March 30, 2015 by Lynn Miller, P.E. confirming extent of revisions. 3. Test proposal# 10-0767,dated 08/25/10 approved by BCCO. 4. Test verification calculation dated 07/30/10,prepared by PGT,Anthony L.Miller,P.E. • Y Ish q I.Chands,P.E. Product Control Examiner NOA No.15-0409.02 Expiration Date: April 14,2016 Approval Date: June 18,2015 E-2 WINDOW/ DOOR SCHEDULE SCOPE OF WORK: o S + WINDOW/DOOR REPLACEMENT CONSISTING OF: Z w WIND LOAD RESULTS TESTED NOTICE OF 0 TAG DESCRIPTION GLAZING TINT FRAME PANEL WIDTH X MANUF./ EFFECTIVE DESIGN WIND WINDOW NOTICE (OF • 13 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS COLOR STYLE HEIGHT MODEL# AREA ZONE C'CP(+) PRESSURE PRESSURE • 3 NEW IMPACT RESISTANT ALUMINUM FRAMED SLIDING GLASS DOORSlz (SQ.FT.) GCP() (P.S.F.) (P.S.F.) • 2 NEW IMPACT RESISTANT FIBERGLASS DOOR Lu ALUMINUM CASEMENT WINDOW- 7/8 LIG PGT INDUSTRIES +0.98 +512 +64.7 p w ® IMPACT RESISTANT (TYPE"5-) CLEAR X 38"x50 ✓ "CA-5540" 12.5 INT(4) _1.08 -55.6 /6g 150402.11 O ALUMINUM SLIDING GLASS DOOR- 1 1/16 UG PGT INDUSTRIES +0.94 +48.1 +60/ ca Lu (u D2 IMPACT RESISTANT (TYPE"B-) CLEAR WHITE XO ea'x� ,r "SDG-WO" 23.3 END(5) _127 -63.9 -100 1 09'02 GENERAL NOTES: O PLASTPRO +0,96 +50.1 +75/ FL15210.1 1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA D3 FIBERGLASS OUTSWING DOOR- WA WA WHITE X 31 "X 79 ' 17,2 INT(4)IMPACT RESISTANT SERIES"O' -1.08 54.5 -75 (FL.APPROVAL) BUILDING CODE 2014 AND THE ASCE 7-10 WIND CODE. i ALUMINUM CASEMENT WINDOW- 718 LIG PGT INDUSTRIES END 5 +1'00 +51.9 +S5/ 15-0402.11 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS 0 IMPACT RESISTANT (TYPE"57 CLEAR WwTE X 36"x 38 ✓ ,CA-5540" 9.5 () _1.40 -88.6 -70 / PRIOR TO INSTALLATION. ALUMINUM CASEMENT WINDOW- 7I8 LIG Engineer: 0 IMPACT RESISTANT (TYPE'5') CLEAR WHITE X 36"x 38 PGT INDUSTRIES +1.00 +51.9 +65 xrlw9.5 END(5) _1 S _70 15-0402.11 3. WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE HALL BE N 718 LIG PGT INDUSTRIES -1.00 -89.8 -7 / STRICT ACCORDANCE NTH THE UNITS NOTICE OF ACCEPTANCE-REFER TO ALUMINUM CASEMENT WINDOW- ® IMPACT RESISTANT (TYPE"57 CLEAR WHITE X 36"x 38 t"v "CA-5540' 9.5 INT(4) _1.10 -58.3 _70 15-0402.11 PRODUCT CONTROLS. ALUMINUM CASEMENT WINDOW- 7/8 LIG PGT INDUSTRIES 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL +1.00 yAg CLEAR WHITE X 36'x 38 t 8.5 INT(4) + +�/ 15-0402.11 N.OA DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT.ALL OTHER 8 U A R E Z IMPACT RESISTANT (TYPE"5) "CA-5540" -1.10 -56.3 -70 OPENINGS ARE NOT PART OF THIS PERMIT. ENGINEERB ALUMINUM SLIDING GLASS DOOR- 1 1/18 LIG PGT INDUSTRIES +0,92 +48,4 +601 12620 SW yah of ® IMPACT RESISTANT (TYPE B) CLEAR WHITE OXO 107}"x80" ,SDG-5570 29.4 END(5) -124 -62.4 -100 15-0409.02 S. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E.BEAMS, Mland,FL 33156 ALUMINUM HORIZONTAL ROLLER 7/8 LIG PGT INDUSTRIES +0.95 +44.5 +57.7 COLUMNS,FRAMING,ETC.)SHALL BE DESIGNED BY OTHERS TO WITHSTAND 707 CA 29429 ® WINDOW-IMPACT RESISTANT (TYPE"5' CLEAR WHITE XOX 111'x50 " 18 "HR-5510' .1 END(5) -1.30 -56.7 /-57.7 150903.10 THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN ALUMINUM SLIDING GLASS DOOR- 1 1/16 UG PGT INDUSTRIES 42.8 INT(4) +0,89 +472 +60/ 15-0409.02 PERFORMED TO VERIFY THEIR ADEQUACY. ® IMPACT RESISTANT (TYPE"B') CLEAR WHITE XOX 154"x 80'x/ "SDG-5574• -0.99 51.6 _100 . 6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20".THE MIN. CLEAR FIBERGLASS OUTSWING DOOR- X PLASTPRO INT(4) +0.98 +50.1 +751 FI-15210.1 HEIGHT REQUIRED IS:24",AND A MIN CLEAR OPENING OF 5.7 SQ.FT.(5.0 SQ. ® IMPACT RESISTANT N/A WA WHITE 31 "X 78 j SERIES"0" 17 2 -1.08 44.5 -75 (FL.APPROVAL) FT FOR GROUND FLOOR)SILL HEIGHT NOT TO EXCEED 44"ABOVE FINISHED rTALUMINUM CASEMENT WINDOW- 7/8 LI PGT INDUSTRIES +0.98 +512 +64,7 IMPACT RESISTANT (TYPE"5') CLEARWHITEX 36"x 50 r.0 "C/V�„ 12.5 END(5) _1.37 -68.1 /58150402.11 FLOOR UMi IMP CST REESISST.�OOW- (11 PE n CLEAR WHITE X 38'x 38}"�pGT IND540ES9 5 END(5) +1.40 +�:6 +70/ 154402.11WIND LOAD CALCULATIONSPLASTPRO +0.98 +50.1 +75/ FL15210./FIBERGLASS OUTSNNG DOOR- WA WA WHITE X 31 "X 79 '� SERIES"O" 17.2 INT(4) -1.06 -54.5 -75 (FL.APPROVAL CODE:ASCE 7-10*COMPONENTS AND CLADDING"METHOD 2 •• •• lr�/ e-• IMPACT RESISTANT ) • m•M•• ® ALUMINUM CASEMENT WINDOW- 7/8 UG � PGT INDUSTRIES +0.98 +512 +64.7 15-040211 WIND VELOCITY- 175 MPH •• •• Q •Cj PE' CLEAR WHITE X 38"x50 ✓ "CA-5540" 12.5 INT(4) _1,08 -55.8 /-69 EXPOSURE CATEGORY= D �eL•� .�•: IMPACT RESISTANT (TY `�") ALUMINUM CASEMENT NNDOW- 7/8 UG PGT INDUSTRIES +0.98 BUILDING CATEGORY= If •• •• ✓ •CA-5540• -1 9 881 / 89 BUILDING CLASSIFICATION= ENCLOSED 04100 I- • • ©p CLEAR WHITE X 36'x50 12.5 END(5) + +869 15-040211 IMPORTANCE FACTOR p)- N/A 00000 Q • �c � IMPACT RESISTANT (TYPE"17 ALUMINUM CASEMENT WINDOW- 7/8 UG PGT INDUSTRIES +1,00 +51.8 +651 WIND DIRECTIONALITY FACTOR(Kd = 0.85 lt.r•�• IMPACT RESISTANT (TYPE"57 CLEAR WHITE X 18"x50 �/ "CA-5540" _1.40 END(5) -1.40 -68.6 -70 150402.11 ) • HEIGHT OF HILL OR ENTRAPMENT(H)= WA •• •• a•y�•• 1 ALUMINUM CASEMENT WINDOW- 7/8 UG CLEAR WHITE X 38"x50 " PGT INDUSTRIES 12.5 END(5) +0,98 +512 +64.7 15-0402 11 TOPOGRAPHIC FACTOR(Kzt)= 1.00 0••.• n p lur +� ® IMPACT RESISTANT (TYPE"n ✓ "'A-5540" -1.37 -68.1 1-69 MEAN ROOF HEIGHT(h)= 23 FT • r ti _ m m ALUMINUM CASEMENT WINDOW- 7/g UG PGT INDUSTRIES ( +1,00 +51.9 +65/ VELOCITY • • •(_�• CLEAR WHITE X 18"x50 r" 8.3 END 5) 15-0402.11 EXPOSURE COEFFICIENT ENT(Kh) •• • S • IMPACT RESISTANT E• 'CA-5540" -1.40 68.8 -70 = 1.10 • •••�7�• ® ALUMINUM CASEMENT WINDOW- 7/8 UG PGT INDUSTRIES • • IMPACT RESISTANT (TYPE*51 CLEAR WHITE X 38"x50 ' "CA-5540 12.5 END(5) +p,� +68.1 //�7 16-0402.11 PRODUCT OF INTERNAL PRESSURE • ALUMINUM CASEMENT WINDOW- 7/8 LIG PGT INDUSTRIES 12 +0.98 +512 150402 +64.7 COEFFICIENT AND GUST IMPACT RESISTANT (TYPE"5") CLEAR WHITE X 38'x50{"e/ "CA-5540" .5 INT(4) -1.08 -55.6 /-69 .11 EFFECT FACTOR(GCPO 10.18 ALUMINUM CASEMENT FIXED 1 UG PGT INDUSTRIES +0.86 WINDOW-IMPACT RESISTANT (TYPE"127 CLEAR WHITE 0 48"x 50 " - "pWI�" 16.8 INT(4) -1 ± 6 50.2 +70/ 15.0415 .01 PRODUCT OF EXTERNAL PRESSURE ALUMINUM CASEMENT WINDOW- 7/8 UG PGT INDUSTRIES +0.98 +512 +64,7 COEFFICIENT AND GUST IMPACT RESISTANT (TYPE"57 CLEAR WHITE X 36"x 50 "� "C/� 12554(r .5 INT(4) 108 55 8 /6g 15-0402.11 EFFECT FACTOR(GCp) (NOTE 1) ALUMINUM CASEMENT WINDOW- 7/g UG PGT INDUSTRIES +1,00 +51.9 +65/ BUILDING 9N)AT NARROWEST DIMENSION= 40'-0" ® IMPACT RESISTANT E. CLEAR WHITE X 36"x 3l)t�/51 "C� 8.5 END(5)aw -1 gg 8 -70 15.0402.11 CORNER DISTANCE FOR ZONE 5(a)- 4'-0" ALUMINUM CASEMENT WINDOW- 7/8 LIG CLEAR WHITE X 38"x50 12.5 INT(4) 15-0402.11 (MIN.OF 10%OF THE NARROWEST DIM. 0.4x(h)PGT INDUSTRIES +0.98 +512 +64,7 IMPACT RESISTANT (TYPE"5-) "CA540"5 _1.08 -55.6 /-69 BUT NOT LESS THAN 4%OF THE NARROWEST DIST DIM.OR 3 FT.) 7/8 UG PGT INDUSTRIES +1.00 +51.9 +65/ 15-040211 ® ALUMINUM CASEMENT WINDOW- C� WHITE X 38"z 38 9.5 END(5) Eo%MM0 a SUweE<P.F IMPACT RESISTANT (TYPE"57 "CA-5540" -1.40 6s•8 "70 0.4 X 25'-0"=10'-0• LMNSEo6at5S i +0.96 +49.8 +85/ 15.0903.10 0.04 X 40'-0"=1'-7" r o�7� ALUMINUM HORIZONTAL ROLLFJ? 7/8 UG CLEAR WHITE XO 53�"x 50 PGT INDUSTRIES 18.4 END(5) a =4'0' �/ © WINDOW-IMPACT RESISTANT (TYPE'5) "HR5510" -1.31 -65.5 -70 ALUMINUM HORIZONTAL ROLLER 7/8 UG PGT INDUSTRIES VELOCITY PRESSURE EVALUATED AT HEIGHT z=h(qh) 0 WINDOW-IMPACT RESISTANT (TYPE CLEAR WHITE XO 53}"x50 ' "HR5510" 18.4 END(5) -1.31 .65.5 +70/ 15-0803.10 ALUMINUM CASEMENT WINDOW- 718 UG PGT INDUSTRIES +1.00 IMPACT RESISTANT (TYPE"5") CLEAR WHITE X 38"x50 "d "CA-5540" 12.5 END(5) -1.40 +�1 /-69 512 +64J 15-0402.11 qh=.00256(IQ1)(Kzt)(Kd)(V"2) qh=.00258(1.10)(1)(0.85)(175"2) : J ,6 ® ALUMINUM CASEMENT WINDOW- 7/8 UG PGT INDUSTRIES +1.00 DaIe:Projeger. EAS IMPACT RESISTANT (TYPE"57 CLEAR WHITE X 38'x38 "/ 9.5 INT(4) _1.10 -56.3 +70/ 15-0402.11 qh=73.3 PSF DESIGN WIND PRESSURE(p) p�By. EAS. ALUMINUM CASEMENT WINDOW- 7/8 -5 T INDUSTRIES (LOW RISE BUILDING AND BUILDING LESS THAN SOFT) Checked By. eaS. +1,00 IMPACT RESISTANT (TYPE-5-) CLEAR WHITE X 38'x38" CA-5540" 8.5 END(5) _1� �.6 +70 15-040?.11 ` p=(0.6)qh[(GCP)-(GCPQ) Submittal: Pmmrr su 10, V/ (PRESSURE) P=(0.6)73.3[GCM+)-(-0.18)1 RECEIVED Miami Shcres ViiiagP (SUCTION) p=(0.6)73.3[GCP(-)- (+0.18)] QTR NOTE: GENERAL NOTES, FEB 0 8 2016 APPROVED BY DATE 1. GCp SHALL BE SELECTED FROM FIGURE 6-1 la BASED ON EFFECTIVE CALCULATIONS WIND AREA AND ZONE.SEE WINDOW/DOOR SCHEDULE. AND SCHEDULES v 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL ZONING DEPT BREAKS BEING CONSIDERED.STRUCTURAL MULLIONS NOT PART OF THEC Sheet BY: TESTED COMPONENT ARE A STRUCTURAL BREAK. BLDG DEPT 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE 1 of 3 WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. STATE ANZ9 CCUN�1f RL LES AND REGULATIONS K Qb Z e w O a ui a O W ZK O cc In co fSu ® w ¢ O W 01 7Z EltO—.. E BEDROOMS S U A R E Z ENBINEERB 12020 SW 7M CI MWalL FL 33155 786547.9401 CA 28428 ® Q: W ® �1 • • • • • •••1•• • m•CV'3•• SECOND FLOOR PLAN "" :"Ct! �•�'� O ' SCALE: 1/8"= 1'-0" D5 D4 0 •... • w i••i• ^^ ti ' ® • • _w . � . D7 1 ® EDUARDO A.SUAREZ RE GARAGE EXIST.3" LICENSE 964755 STEEL D2 COLUMNS ODaW; Oe-29-15 0 ® Q Project Designer. EAS NOT PART OF DM n W. Eas 0 PERMIT checked� EAS, $ubmft PERMIT SET 0 Drawhlg Title: NOT PART OF PERMIT FLOOR PLAN } GROUND FLOOR PLAN Shwt SCALE: 1/8"= 11-0" 2 of 3 N x a Sf o � z � D7 O a f. ® ® O W a w o w Q ® ® 2nd FLOOR 1 ST FLOOR °s oz 0 Engineer. WEST ELEVATION (RIGHT) QD SCALE: 1/8"= 1'-0" ® S U A R E Z 1PL—J, ENBINEERB ® D2 1ST FLOOR 12a2oew701na Miami,FL 33155 'u, 786347-9401 CA 28428 EAST ELEVATION (LEFT) © ® SCALE: 1/8"= V-0" ® EXIST.3" STEEL 2nd FLOOR COLUMNS • • LLa ..� • 0 ••�•• ,w • • ••.•• c Ell 11 1� • �• ••..• • ® ® 000 p J oit ,�.. ® ® ® ® D NOT PART OF •• •�• ® ® ® ® � PERMIT • :.g: ® ® ® ® ® 1ST FLOOR NOT PART OF PERMIT NORTH ELEVATION (FRONT) SCALE: 1/8"= 1'-0" EDUAfW A SUAREZ P.E. uC2NSE054759 � ® D s�/�/ice 2nd FLOOR DaW. 0629-15 D8 P9ojW Designer: EAS Dmwn By: EAS. rj Checked By: EAS. .SUbrl ktaL PERMIT SET ® ® ® DtavAng Me: ELEVATIONS °s 1ST FLOOR Sheet SOUTH ELEVATION (REAR) 3 of 3 SCALE: 1/8"= V-0" MIAMI-DARE MIAMI-DADS COUNTY e 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.miamidade.gov/economy lig aae�l►Ifl Driv .I ,Viance, 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. APPROVAL DOCUMENT: Drawing No.MD-5540C.0,titled"Vinyl Casement Window(LM)",sheets lthrough 11 of 11,prepared by manufacturer,dated 09/09/14 and last revised on 09/11/15,signed and sealed by Lynn Miller,P.E., # bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. R ACS. . Eggs= tllcf Resp Limitations: 1. See Casement Window Design Pressure(DP)tables Vs sizes,glass types,hardware&anchor types in sheets 8&9. 2. See sheets 5&6 for mulled units(max 4 Windows)using Tube mullion(item#90),max mullion span ILq to exceed 63"and max DP is limited=70 PSF.Lower design of tube mullion,Casement windows or Fixed windows (under separate approval)or Awning Windows(under separate approval)shall control for entire mulled assembly. Two(2)additional anchors at each mull end are required beside the each individual mulled unit anchorage schedules. 3. Units with Glass types 5,7,9, 11, 13 and 15 shall not be installed 30 FT above the grade. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page I and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chauda,P.E. �innna couNnr �N°"��4 WINDnetetubu mer 17 2 " Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.MD-5540C.0,titled"Vinyl Casement Window(LM)",sheets ithrough 11 of 11, prepared by manufacturer,dated 09/09/14 and last revised on 09/11/15,prepared by PGT Industries,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 acid installation diagram of series CA5540/CA5440Vinyl outswing Casement windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report No(s). FTL-8179,dated 03/31/2014, signed and sealed by Idalmis Ortega,P.E. M 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 - 4)Large Missile Impact Test per FBC,TAS 201--94 5)Cyclic Wind Pressure Loading per FBC,TAS 203--94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 Along with marked-up drawings and installation diagram of series 5540/5440 Vinyl Fixed windows w/Tube mullion,prepared by Fenestration Testing Laboratory, Inc.,Test Report No(s). FTL-8174, dated 03/31/2015, signed and sealed by Idalrnis Ortega,P.E. 3. Reference awning window test report FTL-8183 per TAS 201,202&203-94,with an addendtun issued by Fenestration Testing Lab. C. CALCULATIONS 1. Anchor verification calculations,comparative analysis and structural analysis dated 04/06/15 and last revised on 08/28/15,complying with FBC-214 (51'Edition),prepared by PGT, ,/X signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTMS-1300-02,04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). T haq 1.Chanda,P.E. Product Control Examiner NOA No.15-0420.11 Expiration Date: September 17,2020 Approval Date: September 17,2015 " E-1 PGT.Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (Former E.I.DuPont DeNemours&Co.)for the"Butacite@ PVB Glass Interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I.DuPont DeNemours&Co.)for the"SentryGlas@(Clear and White)Glass Interlayers",expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for the"White Rigid PVC Exterior Extrusions for Windows and Doors",expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for the"Bronze and Lighter shades of cap Coated Rigid PVC Exterior Extrusions for Windows and Doors",expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(50i edition)and letter of no financial interest, prepared by PGT,dated 04/06/15,signed and sealed by Lynn Miller,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal approved dated 09/29/14 and revised on 10/15/14 by Jaime D. Gascon,P.E. 1sha4 I.Chanda,P.E. Product Control Examiner NOA No.15-0420.11 Expiration Date: September 17,2020 Approval Date: September 17,2015 • E-2 a MAX.BUCK WIDTH MAX.BUCK WIDTH SEE TABLES 4.9 SEE TABLES 4-9 1.25'MAX, IMPACT RATING DESIGN PRESSURE RATING r--w-B,SEE SHEET 3 4'MAX MAX O.SEE I"— B,SEE SHEET 4 - LARGE&SMALL MISSILE VARIES PER OPTIONS,SEE L IMPACT RESISTANT TABLES 4-9,SHEETS&9 • FRAME ASSEMBLY TUBE MULL,SEE I 81-1hr MAX. SHEETS 5-6 FOR ANCHORAGE DETAILS I I COMBINED WIDTH A�,cd Os comPlYbig"th the Florida BUIUBB CO& MAX.JAMB O.C. I 4 Doe 54`� ` i� SEE TABLES I NOA#1%=iI 2 1 / , / Mio�ui Dads Product Cwitrol / � �4-8 VISIBLE � .. a I LIGHT / HEIGHT Z. i VISIBLE MAX.BUCK VISIBLE MAX BUCK LIGHT HEIGHT SEE LIGHT HEIGHT SEE SEE HEIGHT TABLES 4-9 HEIGHT TABLES 4-9 FSE C SHEETS a I I ASSEMBLY � TUBE a LENGTH SEE ( MAX.JAMB O.C. A I SSEE HEET 3 A I SHEET 4 VISIBLE SEE TABLES Y LIGHT 4-8 •••• . I VISIBLE I VISIBLE WIDTH : . ••• Q> �� • LIGHT I LIGHT ...: ; • O V WIDTH _01 �--- 4-MAX.(TYP.) ••a(&N a}°i? �• 28•MAX.O.C. ...0 ••r• • 4 MAX. MAX.O.C.SEE —f"'' � c`� ... TABLES 4-9 3"MIIN. ADDITIONAL ANCHORS FOR FRAME •••Q J o..• ' ,6 T7 B �•-- 4°MAX. 125•MAX --� �+ - •B ASSEMBLY TUBE.SEE SHEET 5 ••. L u6 2r MAX.0 02 TYP. EQUAL-LEG/BOX& TYP. INTEGRAL FIN&J-CHANNEL TYP.X-X EQUAL-LEG/BOX& -� .Z • ••� Z • v oN FLANGE FRAME ANCHORAGE FRAME ANCHORAGE FLANGE FRAME ANCHORAGE d Q .� °"1° GENERAL NOTES:SERIES 5540 IMPACT RESISTANT,VINYL CASEMENT WINDOW ..' z ► •ti D>= T x> E , VISIBLE LIGHT FORMULAS z + O r.' __. .. HEIGHT'BUCK HEIGHTUCK WIDTH-g�B-3I4" 3 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS.WERE SOUTHERN PINE, ® Z W N ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. �3 w I— Z 4)ALL WOOD BUCKS LESS THAN 1-112°THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS a W Z atn�s GENERAL NOTES.................................................... 1 DEPICTED AS 2X ARE 1-112'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN ELEVATIONS....................................... ...............1 O o- AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). ... U FRAME,GLASS&ANCHOR OPTIONS...................2 r LEG__....3 uat LU 5}ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION ANCHORS SHOULD INSTALLATIONINTEGRAL FIN&INSTALLATION,FLANGE&EQUAL LL CHANNEL......4 v W BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. — U FRAME ASSEMBLY TUBE....................................... 5-6 U' 6)MAX.1/4-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS, GLAZING DETAILS..................................................7 ME 7saQ Isoyas 8-9 BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. DESIGN PRESSURES.............................................. BOM&ASSEMBLY.............................».....,..............10- 10-1 I 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. `��4g�'LYNN B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURALl CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE:, No.68705 FOR CORROSION RESISTANCE. -' 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION .� •• RE-GATOR NOA•ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; L� 10)REFERENCES.TEST REPORTS Flt 8139,8174;ELCO ULTRACON NOA;ELCO GRETEFLEX NON ELCO AGG NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM DESIGN MANUAL i 11)PVB AND ,��nt+ SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA,INC. �f11111tt1t` A.LYNN MILLER,P.E. 12)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. RES 68705 ABLE 1: Table Sheet WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Glass Desoriptdon # # Type 'WhKr.,_ >, ; . � �,_ `A"=ANNEALED 6 7i8"Laminated LG 118°T Exterior Cap+7116°Air Space+E116 Laminated; (2j Llt�of 1/8"A Glass with.090° PVB Interlayer 5 8 `H"=HEAT STRENGTHENED o 7 7l8"Laminates LG.:3116•A Exterior Cap+318"Air S +5/18"Laminated; (2)Lues Of 118 A Glass with.090"PVB interlayer 6 9 'T`�TEMPERED pace -PVB`=.080"PVB INTERLAYER BOX OR 8 718°Laminated I.G.:3116'T Exterior Cap+3/8"Air Space+5116"Lsminated;(2)Utes of 118°A Glass with.080"PVB Interlayer 6 9 -SGx-.09V SENTRYGLAS jr-- EQUAL 9 718"Laminated I.G.: 118"A Exterior Cap+7116°Air Space+5116"Laminated;{2)Lftes of 118"HS Glass with.090"SG Intedayer 7 9 INTERLAYER FLANGE LEG 10 718"Laminated LG.: 1/8"T Exterior Cap+7116°Air Spaoe+5/16"Laminated; {2)Liter of 1/8"HS Glass with.090° SG Interlayer 7 9 ALL INTERLAYERS 2 v 11 718'Laminated I.G.:3116"A Exterior Cap+318"Air Space+5116"Laminated;(2)Lites of 118"HS Glass With.090"SG Interlayer 7 9 MANUFACTURED BY KURARAY AMERICA.INC. 12 718"Laminated I.G.:311W T Exterior Cap+318"Air Space+5116"Laminated;(2)Utes of 1/8"HS Glass with.090"SG Interlayer 7 9 13 718°Laminated LG.: 118"A Exterior Cap+5116"Air Space+7116"Laminated; (2)Lues of 3116"A Glass with.090"SG Interlayer 8 9 14 718"Laminates I.G.: 1/8"T Exterior Cap+5116"Air Space+7116"Laminated;(2)Lites of 3/16"A Glass with.090"SG Interlayer S 9 15 7/8"Laminated I.G.:3/16"A Exterior Cap+ 1/4"Air Space+7116"Laminated; (2)Utes of 3116"A Glass with.o"SG Interlayer 8 9 16 7!8"Laminated I.G.:3116"T Exterior Cap+ 114"Air Space+7116"Laminated; (2)Utes of 3116"A Glass with.090"SG interlayer 8 9 GLASS TYPES 9 THROUGH J-CHANNEL INTEGRAL IS MAY NOT BE USED WITH FIN P� J-CHANNEL OR INTEGRAL "MIN.OF 3 THREADS • FIN FRAMES. • •••• Min. Edge Min. METAL BEYOND THE • Group Anchor Substrate 1 '••• 3 ••'•'• Distance Embedment" SUBSTRATE.FOR �� •' • STEEL STUDS,MIN GLASS TYPES 5,7,9,11,13 ••••• • ' ' • outhem Pine G= 9118" 1 • • •• •''''• #12 SMS Steel,A36* 3/8" 0.050" Fu=45 KSI. THE HVHZ ABOVE 30'.D IN •66909 •••• • B (steel, I"S.S. Steel Stud A653 Or.33* 318" 0.0451"(18 Ga.) °UNGROUTED CMU" • • or 410 S.S.) * VALUES MAY BE NOTE:SEE DETAILS AND DIMENSIONS ON SHEET 11 so:**:0 0 . '''•• Aluminum,X6'3-T5 318" 0.063" 64690 USED FOR GROUTED •• •. CMU APPLICATIONS. •• •• •••••• ICATIONS •••••• • •• � 4 112`NOM.GLASS • • • .••... 114"steel Cretetiex Conorete(min 3.35 ksl) 1" 1-3/4" SITE TYP. •• 75 R 76 R 77 ..'•; • ....• i?ine .... . 00 Ungrouted CMU, (ASTM C-W) 2-112" 1-1l4" 72 74 • UP steel Cretellex P.T. Southern Pine(80=0.55) 1" 1-318" 1/4"steel P.T.Southern Pine(SG=0.55) 1" 1-318" EXTERIOR C Aggre-Gator Grouted CMU, (ASTM C-90) 2" 2" a 78 114"steel Cretellex Concrete min.3.35 ksi g 2-1/2° 144" Fl rdaed� �adei "'�+u.. UP steel Aggre-Gator Concrete(min.3.275 ksi) 1-112" 1.3/8" q�JO atia DOW t 15 .NO •t ti Mi�ad . O By a- a e• ° • e TABL CHORS INSTALLED THROUGH INTEGRAL FIN • a6 ° ° ' 'a Groin chor Substrate Min,Edge Ina TYP. GLAZING DETAIL ` Dista Embedment' �� CNS LYNN `' '��` Etd ••!F i 2-112"Ring-shank R sir P.T.Southam Pine{SC3=.55 Ir 2-711(r �> ��c sfi •.�A P _ T.Southern Pine 112' 1318" No.58705 • ', #10 Trusshead SMS 318• 0.0w VINYL CASEMENT WINDOW NOA(LM) 919114 (steel, I"S.S. or 410 S.S.) s .3T 8` 0•x`1"(18�•) o GLASS/ANCHORS/FRAME OPTIONS oQ° J ROSOWSKI F Steel,A38' 318" 0.050° STA'E E w P.T.Southam Pine(SG=.55) MIN.OF 3 THREADS ® ^ #1STEEL STUDS,MIN 1070 TECHNOLOGY DRIVE 0.063• BEYOND THE METAL CERT.OF AUTH.#29295 � �a j •..��.�� ' 18-88.S. 0050°Aluminum,606346 Steel Stud,Gr.3 318' . SUBSTRATE.FOR or 410 S.S.) 3* ao ��/'J+ 1i i t' Steel,A35• 318" 0. Fu=4S KSI. N.VENICE, FL 34275 y A.I_YNN MILLER.P.E. {941)-480-1800 CA-5540 �; NTS y 2 OF 11 0 M D-5540C.0 a z° P.E#5a7as 4 INSTALLATION 2X WOOD FRAME OR BUCKSTRIP,SEE INSTALLATION OPTION 2 INSTALLATION OPTION 3 NOTE 2,THIS SHEET. ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1 DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. ANCHORED THROUGH EDGE DISTANCE SEE NOTE 2,THIS SHEET. FRAME INTO 2X WOOD1t4"MAX SEE SHEETS 10&11 114"MAX SHIM EMBEDMENT FRAME OR BUCKSTRIP. FOR HARDWARE SEE NOTE 2,THIS SHEET. EMBEDMENT FLANGE EMBEDMENT 80 4 .4 FRAME )_____L { a , ° y : 86 EDGE SHOWN EDGE C� ❑ DISTANCE Ur ICA3DISTANCE ; ❑ r .. o _ mium nit s 0 "6, �1l4"MAX.SHIM °-- 15 d�(] TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, EMBEDMENT AND EMBEDMENT AND EDGE ° L1 ❑ TYP.ANCHOR TYPE, 6 EDGE DISTANCE PER DISTANCE PER e ' EMBEDMENT AND SUBSTRATE,SEE SUBSTRATE, e. EDGE DISTANCE PER SEE SHEETS '4 ' 10&11 FOR TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. •' .• • •• SUBSTRATE,SEE ° -� a TABLE 2,SHEET 2. e. HARDWARE 11 2 °• •°'- 63 •`. 0 HD REINF. O O - 85 FLANGE 15 11 VISIBLE LIGHT WIDTH 82 ' 0GIBOX EXTERIOR EQUAL- FRAME HD REINF. SHOWN FRAME LE v BUCK WIDTH sh SHOWN .... NOTES: • • 1)USE ONLY HORIZONTAL SECTION A•-A '+• ❑ �� :�. '. • • aO0 SUBSTRATE-APPROPRIATE SHOWN WITH HEAVY-DUTY SASH, ,•• •• • ANCHORS LISTED ON TABLE 2, HINGE&REINFORCEMENT •••••• • • VISIBLE SEE SHEETS SHEET 2.FOLLOW EMBEDMENT AND •••• •.•• ;'•••; HEIGHT CK LIGHT 10&11 FOR EDGE DISTANCE LIMITS.ANY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUB•••.' °.• •• HEIGHT HARDWARE INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLE 2,SHEET 2.0 o •. • • • •..•. BE USED ON ANY SIDE OF THE 1/44 MAX. ••��•' '..'.� •e•o:• 5 WINDOW. SHIM • 10 {� 114°MAX.SHIM :";'; • STD.REINF. U 2)MASONRY ANCHORS MAY BE USED • ••••• owe... INTO WOOD AS PER TABLE 2,SHEET U f• • ' • STANDARD SASH RAIL 2.ALL WOOD BUCKS LESS THAN ❑ ❑`---t1 '• ' •••• 72 HINGE&REINFORCEMENT, 1-112"THICK ARE TO BE CONSIDERED o o 87 •• (ALL SIDES) 1X INSTALLATIONS.IX WOOD BUCKS n1=40 SEE SHEETS 10&11 ARE OPTIONAL IF UNIT IS INSTALLED 11 D FOR HARDWARE DIRECTLY TO SUBSTRATE.WOOD Q Q BUCKS DEPICTED AS 2X ARE 1-112° TYP.ANCHOR HD REINF. d THICK OR GREATER.IX AND 2X ❑ TYPE,EMBEDMENT ❑ EXTERIOR BUCKS(WHEN USED)SHALL BE AND EDGE EQUAL A DESIGNED AND SECURED TO FLANGE DISTANCE PER LECM EXTERIOR Approved as complying with the PROPERLY TRANSFER LOADS TO FRAME SUBSTRATE,SEE FRAME Florida"Code SEE SHEETS THE STRUCTURE.WOOD BUCK SHOWN TABLE 2,SHEET 2. batt 1 10&11 FOR DESIGN AND INSTALLATION IS THE SHOWN INOA/�oil HARDWARE Q�0 TYP.ANCHOR TYPE,EMBEDMENT RESPONSIBILITY OF THE ENGINEER r EXTERIOR Mlaw: ProduN Ca�tiol AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 2,SHEET 2. OR ARCHITECT OF RECORD. 13y k I1« EQUAL-LEGIBOX 114"MAX.SHIM 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION FRAME SHOWN I Ur (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH ° BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL po LYNAf 4f! • °e b EMBEDMENT Q °, °, ° • ° VINYL CASEMENT WINDOW NOA(LM) $ 919M4 �t� 5x705 .e d VISIBLE LIGHT FORMULAS " FLANGE&EQUAL-LEG/BOX FRAMES [e-tJ ROSOWSKI r•T3IWO .� EDGE DISTANCE ` 7S '• ri 11 O INSTALLATION WIDTH:BUCK WIDTH-8-314° >S (� 5I�1� F 4� VERTICAL SECTION B'-B HEIGHT:BUCK HEIGHT-6.314° �$ : s� OPTION SHOWN WITH HEAVY-DUTY SASH, a a t,ORION.-" \ CERT.OF RUTH.#29296 i �ANCHOREDTHROUGH HINGE&REINFORCEMENT 1070 TECHNOLOGY DRIVE m m ��i�/0NA%, y FRAME DIRECTLY INTO a a //f 11 1 1 11 1 0� CONCRETEICMU. N.VENICE, FL 34275 (941)-480-1800 -cc CA-5540J NTS N 3 OF 11 o z° MD-5540CA °i A.LYNN.0 58 05 P�. INSTALLATION OPTION 6 INSTALLATION OPTION 5 JN ELATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN THROUGH U4"MAX.SHIM2X WOOD FRAME OR BUCKSTRIP. INTO 2X WOOD FRAME OR BUCKSTRIP. 114"MAX.SHIM INTEGRAL'' INTO 2X WOOD EMBEDMENT �^ SEE NOTE 2,THIS SHEET. SEE NOTE 2,THIS SHEET. EDGE DIST E FRAME OR B TRIP.SEE EMBEDMENT SEE SHEETS 10&11 NOTE 2,THIS FOR HARDWARE EDGE DISTANCE 80 3 EDGE 88 J-CHANNEL DISTANCE FRAME ❑ cn o ❑ SHOWN 1t4"MAX.SHIM 6 o O D EMBEDMENT YP.ANCHOR TYPE,EMBEDMENT TYP.ANCHOR No a TYPE' 15 Qf�O EMBED EDGE DISTANCE PER ❑ MENT � 0 SU TE,SEE TABLE 3,SHEET 2. AND EDGE 6 (NAIL S ) DISTANCE PER SEE SHEETS SUBSTRATE, INTEGRAL TYP.ANCHOR TYPE, U EMBEDMENT AND EDGE 10&11 FORSEE TABLE 2, 63 FRAME DISTANCE PER SUBSTRATE, HARDWARE J-CHANNEL 11 1 SHEET2. EL 15 11 62 EXTERIOR SHOWN SEE TABLE 3,SHEET 2. O HD REINF. O 85 FRAME HD REINF. VISIBLE LIG 7H NOTES: SHOWN v CKIMDTH 0000 0 1 ONLY �•� �•s••' ••0.0• SUB TE-APPROPRIATE H ONTAL SECTION C-C •• • :0. ANCHOR TED ONTABLES 2& 0000•• mss• s ❑ 3.SHEET 2. OW EMBEDMENT SHOWN WITH HEAVY-DUTY SASH, 0 00 s•:• HINGE&REINFORCEMENT •••••• • • CICO AND EDGE DIST LIMITS.ANY 0.00 0.00 �0.00i INSTALLATION OPTIO OWN p PROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. • • • • ' SEE SHEETS ••0• 0000 0000• MAY BE USED ON ANY SI F BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. VISIBLE 10&11 FOR "'•'• • • ••i s•' BUCK LIGHT THE WINDOW. ••0••0 HARDWARE 0• 099 ••s••• HEIGHT HEIGHT 00:4: 2)MASONRY ANCHORS MAY BE • 0 5 USED INTO WOOD AS PER TAB ' 0' 10 SHEET 2.ALL WOOD BUCK 1/4"MAX.SHIM 1/4"MAX. .•s x••00• . • STD.REINF. THAN 1-1/2*THICK ARE E SHIM .• . 0000 9000•• CONSIDERED 1X TIONS. • ' 0 STANDARD SASH RAIL 1X WOOD BUC E OPTIONAL IF •s 0 HINGE&REINFORCEMENT, UNIT IS IN D DIRECTLY TO ❑ o ❑ 72 87 (ALL SIDES) SUBST .WOOD BUCKS c SEE SHEETS 10&11 DE ED AS 2X ARE 1-112"THICK .ANCHOR ❑ GREATER.1 X AND 2X BUCKS FOR HARDWARE 11 (WHEN USED)SHALL BeBE DESIGNED TY BEDMENT Hb REINF. d AND SECURED TO PROPERLY DISTAN R ❑ TRANSFER LOADS TO THE r Appsdartd Cob& EXTERIOR STRUCTURE.WOOD BUCK DESIGN SUBSTRATE, FIN AND/OR a Dade q It (� AND INSTALLATION IS THE U TABLES 2&3, GE MAYBE NO •L SEE SHEETSRESPONSIBILITY OF THE SHEET 2. R VED IN-FIELD Mla�pi 10&11 FOR -ENGINEER OR ARCHITECT OF INTEGRAL FIN HARDWARE CIC-7D TYP. . OR TYPE,EMBEDMENT RECORD. FRAME SHOWN EXTERIOR py ��L►'•T,.l-�"«w AN . E DISTANCE PER STRATE,SEE TABLE 3,SHEET 2. 3)VISIBLE LIGHT WIDTH OR INSTALLATION INSTALqQN INTEGRAL FIN 114"MAX.SHIM HEIGHT(ALSO REFERRED TO AS 11 I I I I t / DAYLIGHT OPENING)IS MEASURED OPTION 7 OPTION 8 FRAME SHOWN cmFROM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH `�� '00 LYS IV 4f FRAME INTO METAL FRAME INTO METAL �� .•'410ENg�'•.e EDGE `• DISTANCE VISIBLE LIGHT FORMULAS =' No.58705 •'� '_ INSTALLATION VINYL CASEMENT WINDOW NOA(LM) g 9t9 OPTION 5 WIDTH:BUCK WIDTH-8-314" HEIGHT:SUCK HEIGHT-6-314" m J-CHANNEL& INTEGRAL FIN FRAMES N J ROSOWSKI ANCHORED THROUGHa a r J INTEGRAL FIN INTO ` y� ^• : { S ' TE F ;' WOOD FRAME I EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT BUCKSTRIP.S OTE 2, AND EDGE DISTANCE PER CERT.OF AUTH.#29286 x a �� S'• RIO�'•••t~ � THI EET. VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 3,SHEET 2. 1070 TECHNOLOGY DRIVE �``�%C�� 111A•• ��1``�� SHOWN WITH HEAVY-DUTY SASH, (SCREWSHOWN) N.VENICE, FL 34275 A.LYNN MILLER, ILLER-01 rg ,P .4OF11HINGE&REINFORCEMENT mC54NTS(941)-480-1600 P.F-#56705 ILLUSTRATION OF CASEMENT-TO-CASEMENT (X-X) ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT (X/X/0) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED 5540 SERIES AWNING A=63"MAX.FOR FIXED CASEMENT WINDOW A)INDIVIDUAL A=40'MAX.FOR CASEMENT B)COMBINED (SILL) COMPONENTS: 5540 SERIES CASEMENT WINDOW A)INDIVIDUAL A=60"MAX FOR AWNING COMPONENTS: 5540 SERIES COMPONENTS: � VERTICAL SHALLOW,FLUSH CAP FRAME ASSEMBLY TUBEIMULL AWNING I WINDOW SECTION D-D FRAME ASSEMBLY 5540 SERIES WINDOW* �"`— A �HOR TUBE/MULL CASEMENT WINDOW FRAME / \ /� 4 MAMIN.#10 X 314"SMS @ 5540 SERIES ASSEMBLY 17"MAX O.C.THROUGH CASEMENT / / \ TUBFJMULL D "'- " INSTALLATION HOLES, WINDOW \ / 4 MAX. SEE WINDOW'S (HEAD) APPROVAL FOR D ANCHOR INFO. \ / MAXIMUM DESIGN 5540 SERIES \\ 127-114'MAX. \ 127-114"MAX. PRESSURE WHEN CASEMENT \ \ USING THE FRAME WINDOW / �"MAX / ADDITIONAL MULLION ASSEMBLY TUBEIMULL, ` ANCHOR SEE NOTE 2, SEE NOTE 2: %/ j/ THIS SHEET 5540 SERIES •�1-70.0 PSE / E-+- . / CASEMENT FRAME VERTICAL WINDOW ASSEMBLY SECTION E-E (SILL) B)COMBINED_ TUBEIMULL E-K---- / COMPONENTS: 8"MAX.,SEE NOTE 2,THIS SHEET SHALLOW,ASSELUSHMBLY CAP / EXTERIOR FRAME ASSEMBLY 4"MAX ADDITIONAL MULLION ANCHOR 5540 SERIES TUBEIMULL 4"MAX. •—•-I SEE NOTE 2,THIS SHEET FIXED CASEMENT 000* WINDOW* • i W MAX., MIN.#10 X 314-SMS @ 17' •• •• • / \ SEE NOTE 2, FIS CEMENT MAX O.C.THROUGH • • • / \ WIN OR THIS SHEET INSTALLATION HOLES,SEE • WWDOW(H�1:0000. • / \ WINDOWS APPROVAL FOR •••••• • / / •• •••• / \\ 'UNDER SEPARATE APPROVAL ANCHOR INFO. ° • 0 0 C C • • / • • • •.•• • • 00000 63"MAX. 0 0 • • 0 / • • •• •• ••000• FRAME ASSEMBLY TUBEIMULL NOTES,ALSO SEE NEXT SHEET: \ / • 000•0 • • \ / 1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES.ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, ° 0 ' • \ / • • • • 0000•• TYPE,SHAPE,QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. :00080 • • • 0000•• 2)ANY 5540-SERIES CASEMENT,FIXED CASEMENT(UNDER SEPARATE APPROVAL)OR AWNING WINDOW(UNDER SEPARATE APPROVAL)MAY BE ATTACHED • :•• 0 -•.---- 81-11,C MAX ---�y TO THE FRAME ASSEMBLY TUBEIMULL,IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN.FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH °' • WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE,SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY . Approved as complying with the C)HORIZONTAL 3)FOR ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON Donde Hroidm�Cada SECTION C-G: Dabe g SHALLOW,FLUSH CAP THIS SHEET,ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEGBOX FRAMES. FOR FIN OR J-CHANNEL FRAMES NOMI 15-04 2e•k% ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. Miami Dile pke"c0aw 5540 SERIES 5540 SERIES CASEMENT CASEMENT 4)FOR FLANGE OR EQUAL-LEGIBOX FRAMES,THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW,AS SHOWN IN DETAILS,WITH MIN.#10 X V SHEET BY -WINDOW WINDOW WINDOW METAL SCREWS.USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL,UP TO 17"MAX. O.C.,ADD ADDITIONAL ANCHORS AS NEEDED.THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CUPPED TO THE SUBSTRATE.ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. W W i l l t i l i l f�,' 5)THE FRAME ASSEMBLY TUBEIMULL MAY NOT EXCEED 63-IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS.TWO ADJACENT WINDOWS MAY I.YNly NOT EXCEED A TOTAL OF 127-1t4'IN WIDTH OR HEIGHT,FROM WINDOW BUCK TO WINDOW BUCK,INCLUDING THE FRAME ASSEMBLY TUBE/MULL WIDTH. ��'<��•''lC FRAME ASSEMBLY TUBEIMULL MIN.#10 X 314-SMS @ 17" MAX O.C.THROUGH 6)SHEET 5&6 REFER TO UNCLIPPED MULLION m a :. 587 DEEP,FLUSH CAP INSTALLATION HOLES,sEE ASSEMBLIES.FOR CLIPPED MULLION ASSEMBLIES SEE VINYL CASEMENT WINDOW NOA(LM} q 9!9/14 No. 05 EXTERIOR WINDOWS APPROVAL FOR TUBE MULLION UNDER SEPARATE APPROVAL. 1'4�1 - - SEE SHEET 6 FOR FRAME ANCHOR INFO. FRAME ASSEMBLY TUBE DETAILS A J ROSOWSKI -t} .(.(� }, ASSEMBLY TUBEIMULLION Tus DETAILSCERT.OF AUTH.#29298 a a '1i�l .rIORtD�! ..•��'��• 1070 TECHNOLOGY DRIVE m �Q /C7;VAL 'E: ,�� N.VENICE, FL 34275 N 4? Y + i ti''` (941)-480-1600 � CA 5540 �, NTS rl 5 OF 11 o z MD-5540C.0 a, A.LP #68705 P.E. EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBEIMULL.FOR ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES,CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED,TUBE MULLION UNDER SEPARATE APPROVAL. 1-1/4' END CAP TO SPAN BOTH INSTALL 7 ADDITIONAL GROUP F 81-1/4"MAX. WINDOW AN R WINDOWS,SEAL WITH ANCHORS THROUGH THE END CAP. - 81-1/4"MAX. SEE NOTE2,SH SILICONE. 40'MAX �*-- 0 o e 0 0 l% Appwed ssau��wif�We AMmai Ca�o1 718`NOM. 718"NOM. 718"NOM. •Ll saaerr 5/16"AIA PVB '• 5116"A/A PVB A PVB 7116"AIR SPACE PACE 318"AIR SPACE 118"T 3116"A G 3116"T GLASS �]EXTERIOR :XTIEFMIR � G]ETEROR DDURASEAL, DURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER x M OR CARDINAL I OR CARDINAL SPACER OR CARDINAL SPACER GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 a _ a M a 718"NOM. � � 718"NOM. 718"NOM. � 7/8"NOM. 5116"HM SG 5/16"H/H SG 5116"HM SG 16"H/H SG a'�i O 00000 n ° " {-- N •••• atnQ 7J16 AIR SPACE PACE 318 AlAIR SPA 318 AIR SPACE WO 118"A GLASS 118"T GLASS A GLASS 3/16!'T GLASS •• 9 •••• .'� �]EXTERIOR G]EXTERIOR EXTERIOR a EXTERIOR •• LL • • viola •�• L •• • • DURASEAL, DURASEAL, DURASEAL, ••'W U ;... o ` SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER ••�- z ••• QIa OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CA ••• O . . • __. Z GLASS TYPE 9 .GLASS TYPE 10 GLASS TYPE 11 GL 2 • •••� z a'••• ••. .L • o o o ... .,.. 718"NOM. 718'NOM, 718"NOM. 71W N • IZ a N " " „ � w � aroas 7/16"AIA SG 7116 AIA SG 7118 A/A SG 7116"A/A SG IL O 0%0Z 5/16"AIR SPACE 1i4" 1/4"AIR SPACE ~ mm�:: z 1/8"A GLASS 1/8"T GLASS 3116"A_Gi,iLASS 3/16"T GLASS Sr, O U ago C]EXTERIOR C]EXTERI ERIOR G]EXTERIOR a1Ju asaa sa��ag DURASEAL, DURASEAL,SPACER_ DURASEAL, DURASEAL,SUPERSPAC OR CARDINAL SPACER OR CARDINAL OR CARDINASUPEL SPACER OR CARDI SPACER PERSPACER ��``� p��' N q,g�/�� Q .• F GLAZING NOTES- GLASS TYPE 13 GLASS TYPE 14 GLASS TYPE 15 GLASS` " 16 No.60705 "A"=ANNEALED _ IV=HEAT STRENGTHENED ''I'"=TEMPERED %�n .'• f rE O� 'U7� 'PVB =.080 BUTACITE®PVB GLASS TYPES 8 THROUGH '� p •'' 1 � BY KURARAY AMERICA,INC. GLASS TYPES 5,7.9. ` "SG"=.080"SENTRYGLASO INTERLAYER BY KURARAY 16 MAY NOT BE USED WITH &15 MAY NOT BE USED IN ,��i�'��• ....... ''•��`�,� AMERICA,INC. J-CHANNEL OR INTEGRAL THE HVHZ ABOVE W. �j�'ONAI_ ��\ FIN FRAMES /111111 I t S t 1)FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. A.LYNN MILLER,P.E. 2)SEE TYPICAL.GLAZING DETAIL ON SHEET 2. P.E.9 58705 NOTES: TABLE 4: 1)BUCK DIMENSIONS SHOWN. S�rtdard Use this fable Sash. 6 for Masa 118'A CAP,AIRSPACE,1t8'A..OW PVB,116`A R*rorM= ,ype: 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT yyl�o AVAILABLE WIDTH OR HEIGHT Dknenslons 24 28 28 30.863 31.052 31.431 31.819 1 32.217 32.625 33.043 33.472 33.912 34.365 34.829 35.305 35.797 DIMENSION. +85170 +651-70 +85170 +851-70 +88170 +851-70 +85/_70 +851-70 1 +85170 +85J 70 +65170 +65170 +851-70 +W-70 +85170 +85170 60 +85170 +85170 +85170 +85170 +85170 +85/-89.7 +85!49.2 +881-8.6 +85146.1 +65t-87.5 +851.87 +851.88.5 +651.85.9 +651-65.4 +1.84.9 +1-84.4 +/.01.2 Be +851-70 +88170 +65170 +85/-88.7 +851-08.1 +85J-87.5 +851.87 +65/-66.4 +65!•85.8 +651.85.3 +1.84.7 +1.84.2 +1-63.8 +/-83.1 +1.62.5 +1.82 +/-81.8 70 +881-70 +85170 +85170 +881.87.5 +gg/438.9 +651-66.3 +851.85.8 +851.85.2 +1.64.8 +1-84.1 +/-83.5 +1-82.9 +/.82.4 +1-61.8 +1-61.2 +1.80.7 460.5 71.593 +65170 +65170 +651--70 +651.67.1 +65!436.5 +851.85.@ +65f-85.3 +1-84.8 +/-84.2 +1.83.6 +1-83 +i-82.5 +1-61.9 +/-61.3 +i-80.8 +/-80.2 +/-w 72 +85J-70 +65170 +881-70 +851-87 +651.0.4 +(51-85.8 +85F85.2 +1-64.7 +144.1 +1-83.5 +/-82.9 +1.82.4 +1-81.8 +/-81.2 +/.80.7 +1.80.1 _ 73 +851-70 +65170 +65170 +85!•88.7 +851-86.1 +851-65.8 +145 +1.84.4 +/-83.5 +/-83.1 +/-82.8 +/-82.1 +1431.5 +/-81 +/-60.4 74 +85170 +85170 +651-70 +851-68.5 +85/45.9 +851•$5.3 +1.84.8 +/•8;1.7 +/-82.9 +/4323 +/-61.7 +1431.3 +/-80.8 75 +85170 +65170 +651-70 +651.86.2 +851.85.7 +1.84.7 +1.83.6 +1433 +14;2.2 .+/-81.5 +/-Me +1-80.3 +1•b9.9 76 +85170 +85170 +851-70 +881.88 +88!•85.1 +1.84 +1433.1 +1.82.4 +1431.8 +1-80.8 +/40 +/49.4 77 +65170 +651--70 +65f-70 +651.652 +1.84.3 +/4331.3 +/-82.5 +1-81.8 +1-81 +/-60.2 +1-W-3 78 +85170 +851-70 +8517 +1- 0 +1.84.3 83.5 +/-82.7 +1.81.9 461.2 +/-80.4 +1.59.8 MAX.JAMB O.C.SPACING IF 79 +651-70 +85170 +65170 +1.83.7 +1432.9 +14321 +1431.4 +/-80.6 +1-59.8 ANCHORING THROUGH THE FRAME PER MAX.O.C.TSPACING IF ANCHORING 80 +85170 +85170 +85170 +t-83.2 +1.62.4 +/-61.6 +/-80.8 +/•80 SHEETS 3&4 THROUGH T INTEGRAL FIN PER SHEET4 81 +W-70 +651-70 05/-09.8 +1.82.8 +/-01.8 +1.61 +1430.2 APPLIES TO B,C OR D ANCHORS APPLIES TO F ANCHORS 82 +85170 +851-70 +651-89.8 +1-82.2 +1.81.3 +1430.5 (SEE TABLE 2) (SEE TABLE 3) 83 +651-70 +65170 +851-69.5 +/-81.7 +1430.9 1167„ 41 84 +•85170 +65170 +85/4W.3 +1$1.3 GLASS TYPES 5,7,9,11,13 . &15 MAY NOT BE USED IN E 5: THE HVHZ ABOVE 30'. Window Design Pressure,(+l-psQ Standard Use u,�taae . . ...... • 4 eesh.ifi�8 for .. . ...... 118'T CAP,AIRSPACE,Iff A,.09(r PVB,118"A ReworoemeM •••••• : •• ••••:• Buck Width Qn) iMndow •••••• • Dknenstons 24 26 8 30.563 31.052 31.431 31.819 32.217 32.825 33.043 33.472 33.912 34.385 34.82 .308 31.797 36 •••• .... . • 48 +65170 +85170 +.a +651-70 +851.70 +851-70 +851-70 +851-70 +851-70 +65170 +85170 +85- +85170 -70 +651-7fl +851-TO +8£�-70 •••• •••• .••.• 60 +65/70 +65f.70 +851-70 + +65/70 +65170 +65/70 +851-70 +85170 +85/70 +65170 +85170 +W-70 +85170 +85/70 +651-70 • •••• • • ••••• 66 +65170 +65170 +651--70 +65170 +85170 +06170 +651-70 +85170 +851-70 +65170 + +85J-70 +65170 +85170 +651--70 +851-70 • •• •• •• •••••• 70 +851-7fl +65170 +65/70 +851-70 +85170 _ 0 +851-70 +85170 +65170 +651=70 + +85/-70 +651-70 +851-70 +65170 +85/-70 +65170 • •••• • •' • . • . •••••• 71.593 +65170 +65170 +651-70 +85670 +851-70 +6'51-70 -70 +85170 +65170 +8� +85/70 +651-70 +651-70 +651-�.6 +65/.89.2 +85/$8.7 +651.88.6 •••••• 72- +65170 +85170 +651-70 +85!70 +651.70 +85f-70 +851- ±851-70 +$'•�f 7 70 +85/70 +65170 +651$9.7 +65/-89.2 +�l$$.8 +851.88.3 • i •• • •••• .. 73 +851-70 +851.70 +851-70 +85170 +651-70 +65170 +85170 +8 70 +65170 +65149.6 +651.69.1 +85/438.6 +851.$8.2 +8,5/.67.7 •• • � 74 +65170 +65170 +85/-70 +65/70 +85170 +66170 +65170 + +651439.2 +85688.6 +851.88.1 +85147.8 +651.87.1 75 +851-70 +65170 +851 70 +851-70 +65670 +851-70 + +851-70 +651.69.1 .4 +85147.8 +85147 +85666.5 Appy 76 +85170 +851-70 +65670 +651-70 +851_70 + +85670 +85/-89.3 +86148 4 +65147. -B8.7 +85/-66 b7o<ids 77 +851-70 +851-70 +65170 +851-70 +651- +8,51-70 +85!49.5 +65148.8 +65147.8 +6Si48.9 +65d140" t 1 / y •tS 78 +85170 +651-70 +651-70 +8 70 70 +651-0.7 +65148.8 +65688 +65f47.1 +85148.2 MAX,JAMB 0. . ING IF M 79 +651--70 +85170 +85170 - +65149.9 +65149 +89-68.2 +65147.3 +85146.4 ANCHORING THROUGH THE R MAX.O.C.SPACING IF ANCHORING 04 +85670 +85170 +65/-70 +8,51-�.3 +85146.4 +85687.5 +651-M.6 THROUGH THE INTEGRAL FIN PER SHEET 4 BY t S)+�_�•,, a.��.• . ix SHEETS 3&4 81 +651-70 + +65170 +85/48.6 +85148.7 +65687.8 +85/66.9 APPLIES TO B,C ORD ANCHORS TO F ANCHORS 82 +6 +851-70 +85-70 + 841 +651.88.2 +851-87.2 (SEE {SE `�1 ti 11 I I i 11111 `\\� C)�Y LYN"v 83 +651-70 +85170 +651-70 +86148.6 +85147.8 12 67" 4" a�t'� ,. +65170 +65170 +85/70 +85148.1 ,` �. LtiCENSC F VINYL CASEMENT WINDOW NOA(LM) 1-1919/14 NO 5870r) DESIGN PRESSURE TABLES A J ROSOWSKI qq 1 0• sfn CERT.OF AUTH.#29296 $ ��i4•FL VI210 p` . �`C�°\; 1010 TECHNOLOGY DRIVE N.VENICE, EL 34275 A LYNNrN+MILLER, ILLER,PE CA-5540 NTS 8 OF 11MD-5540P.E#56705(941) 480-1600 �z T LE 6: W&tdow Design Pressure,(+l-POO " "0a�' `se m t" assn,I aaoe& for saes 7&8 3116'A CAP,AIRSPACE,11r A,.090'PVB,11V A & 3118"T CAP,AIRSPACE,118'A..090'PVB,118" Type: W1 tdow Buck Width On) Dimensions 30. 31.052 31.431 31.819 32.217 32.825 33.043 33.472 1 33.912 34.385 34.829 35.306 35.797 38 71.593 _;0'-7_V +W-70 +651-70 +W-70 +851.70 +0&-'10 +851-70 +65170 +85170 +83170 +65170 +eS170 +85170 +65170 72 +851-70 + Q +040 +85170 +85170 +65170 +65170 +65170 +65170 +86170 +63170 +65170 +851-10 +W-70 73 +8,5170 +651-70 +851-70 +aJ 10 +6,5170 +85t 70 +85170 +85170 +85170 +85170 +65/70 +65/70 +8 70 +6�70 K(,JAMB O.C.SPACING 1F MAX.O.C.SPACING IF ANCHOR! 74 +85170 +e5170 70 +65/70 +651-70 +85/70 +85/70 +65170 +83170 +85J 70 +85170 +85170 +85170 41W 70 ANCHORING THROUGH THE FRAME PER THROUGH THE INTEGRAL FIN PE eET4 _ 75 +65170 +851-70 +851- +85170 +85170 +851.70 +85170 +85/70 t85t 70 +85i 70 +65170 +85170 +65170 +e51 APPLIES TO B,C OR D ANCHORS APPLIES TO F A RS 76 +85170 +85170 +85170 70 +65170 +851-70 +e5/70 +65170 +651-70 +85/70 +85170 +8517 +85170 +65170 INietni 77 +�I-70 +851-70 +65170 +65t- +85170 +65170 +861-70 +86-70 +85170 +6af 70 +85170 +65170 +6&-70 +85/70 (SEETABLE 2) (SEE T 3) By ��._Q a� 78 +85170 +65t 70 +8,5170 +W 70 70 +65170 +8.5170 +851-70 +85170 +66170 +051.70 +85170 +BS/70 +851-70 12.67" 4° '/` a8 79 +85170 +651-70 +86170 +65170 + +W-70 +0&-70 +85170 '+65170 +85170 +85170 +85170 +851.70 +65170 80 +85170 +851-70 +65170 +661170 +�/70 85170 +86170 +65110 +65170 +85170 +85170 +651-70 +85170 +851-70 > 81 +85170 +65170 +85170 +65170 +BSI 70 + +65170 +85170 +851.70 +851-70 +65170 +81Y.70 +65170 +85170 °C N 82 +65170 +66170 +88170 +65170 +65170 +85170 +65170 +65170 +8,5170 +85170 +85170 +65-70 +65-70 +65/70 a 83 +85170 +0&-70 +86170 +851.70 +651-70 +851-70 + 0 +Gat 70 +6.5170 +85170 +65170 +85170 +65170 +85J 70 84 +85170 +eSJ-70 +w-70 +e517Q +85170 +85t 70 +g3/7 +85J 70 +85/70 +65t 70 +e-70 +65170 +$W-70 +65170 a Y �- CO) •natt TABLE 7: a Q Window Design Pressure,(+1-pef} y,ofableto co) 1 A CAP,AIRSPACE,11W H,-090"SG,1W H & 918"T CAP,AIRSPACE,118"H,.090'SG,1/8'H $ash,KnGa& se 8+10,11 �, N a?DQ 18' 3116°A CAP,AIRSPACE,1/8'H.-09V 80,118°H & 3116'T CAP,AIRSPACE,11W H,.090'50,1/8'H �I^for°ernsnt T 8e 12 C7 •••• MAX.JA .G SPACING IF •-� � o•••• � ,p • Window Buck Width 6n) ANCHOR! ROUGH THE FRAME PER •• """ Dimensions 24 28 28 30 32 34.005 35.705 36.621 38.085ROU1111904 40 SHEETS 3&4 •• •� U j •• •..• • 48 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +70-110 +701-11. +701-11000 LIES TO B CORD ANCHORS V 't.000 t • v ••• " 80 +701-110 +70-110 +701-110 +70f-110 +701-110 +701-110 +70f-110 +701-110 +701-110 +701-110 +701-110 ••• Z �•••• e( • eNto 72 +TO/-910 +701-110 +701-110 +701-110 +701-190 +701-110 t701-110 +70%110 +701.910 +701-110 +701 (SEE TABLE?) •••b �j ..• 0 •• • 76 +70/-110 +701-110 +701-110 +701-910 +70-110 +701-110 +701-110 +701-910 +701-114 +70/-910 -110 0 • �. Z i. • �: tm• di. 84 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-1 +70-110 Q O 1GLASS TYP THROUGH GLASS TYPES 5,7,9,11,13 � • Z � � 16 MAY NOT BE WITH ' &15 MAY NOT BE USED IN :000: _ J-CHANNEL OR INT THE HVHZ ABOVE W. •. 8 ~. S • FIN FRAMES • ' aLij Z TABLE 8: N Window Design Pressure,(+l--pst� try useufstaar 13 14, a w Stun 11W A CAP,AIRSPACE,3116°A.-090"SG,3116°A & 1/8°T CAP,AlRSP ,'3116"A,.OW$0,311W A Sash.mp& for Gtass 0 Q 0. 0 ReWorcemml ilrpe: 15&16 311W A CAP,AIRSPACE,3118"A,.090"so,Yw A & 311("T CAP PACE,3116'A,-090"SG,311ir A f J Endow Buck Width On) D'imenskuns 34.005 34.414 34.834 35.284 35.705 36.621 37.096 37.584 38.085 38.8 39.129 39.872 40 U S OW U 71.41 +701.110 +701-110 +701-110 +701-110 +701-11 +701-110 +70+.110 +701410 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 a11+1 0900 seueg 72 +701-110 +701-110 +701-110 +701.110 +7 0 +701-110 +70-110 +701.110 +701-110 +701-110 +'701-110 +701410 +701-110 73 +701.110 +701-110 +701-110 +701-110 o1-110 +701-110 +70!-110 +701-110 +701-110 +701-110 +701-110 +701-110 `\��t t 1 74 +701-110 +701-110 +70'-110 + +701-110 +701-110 +701-110 +701-110 +70f-110 +701-110 +701-110 \� �N`(.l.1.. 75 +701-110 +701-110 +70l-110 -110 +701-110 +701-110 +701.110 +701-110 +701-110 +701-110 C� • 'LtCEI<1S�'•.�cc i 78 +701-110 +701.110 +7W- +701-110 +70t•110 +701-110 +701.110 +701.110 +701-110 Q''. •. 77 +701-110 +701.110 -110 +701-110 +701-110 +701-110 +701-110 +701-110 _ ICU•58705 Y 78 +701-110 +701-1 +701-110 +701-110 +701-110 +701-110 +7&-110 MAX.JAMB O.C.SPACING IF 79 +701-110 + -110 +701-110 +701-110 +701-111 +701-111 ANCHORI NG THROUGH THE FRAME PER 80 +701.11 +70.f-110 +701410 +701-110 +701-110 NOTES: 81 +7 10 +701-110 +70V-110 +701-110 SHEET5 3&4 1)BUCK DIMENSIONS SHOWN. APPUB' .11,ESTO CORDANCHORS �i% '•. ORI4P.. ';'N 82 701-110 +701-110 +7of-110 2)FOR SIZES NOT SHOWN, ri/ is J +701-110 +701-110 (SEE TABLE 2) ROUND UP TO THE NEXT 84 +701-110 10.88° AVAILABLE WIDTH OR HEIGHT A.LYNN MILLER. P. . DIMENSION. P.E.#58705 ' 2.815° 2.615" Frame <lht Fre�fetteJght hlra HehM Snubber " 0 M249° 2 <30.000" 2 322W412WI 3 1 30.001"48.000' 3 2e•9w 2.587 48.250°44.249' 4 1 48.0DV-66.000° 4 ll WW-76.2VI s F 166.00r-84.00(Pi5 VENT BOTTOM RAIL. ILJ` EXTERIOR 62 OR $0 $0 USED ON STD.VENT ONLY ® .075" 075" a Ile 44 ATTACHED TO 60SHOWN 82 USED ON HD VENT ONLY I'� '34( .807"]FRAMEJAMBHD VENT RAIL 0STANDARD VENT RAIL.ATTACHED TO FRAME JAMB ° ci 62 $0 1.188° 1.188 ATTACHED TO o 24 VENT SIDE RAIL O 45 44 28 62 60 1.522 21 � � 5 1.522" .a75" 0 58 FRAME SILL 0 15 57 11 HD VENT 10 STANDARD VENT 20 O REINFORCEMENT Q REINFORCEMENT EXTERIOR o ATTACHED TO FRAMEJAMB ® 0 4 goose* 22 • • 0.00 0.00.• • • - a •• • *•• •• •• ATTACHED TO r ® 25 ¢ ¢ •00.00 • •• 0000•• FRAME JAMB L O ••0 i•• • • • • • ATTACHED VENT 42 EXTERIOR • • 0000 •0�••• � • 0000 • • •••0• SIDE RAIL 364m 1 • 0••0 •0•••i 0000•• QOR 62 37 28-34 �:•: 62 SHOWN • •••••- • • Do •••• ATTACHED TO 39 •• • FRAME JAMB Approved a9 complying wilt tin; Florida Buil ' Code .884° DatcA .301" .318° OAVw ! ! 1 •t FRAME JAMB Q MloW Daft Fotd uct(bwd o FRAMEJAMB HORIZONTAL HARDWARE SECTION 7P Dy �6�«•� 1 .�,�wK-�. --+�-�-�--- 1 FRAME SILL 1 FRAME SILL 1G GLAZING EXTRUDED 73 BEAD SCREEN FRAME `�� 0�.11` LYNN VINYL CASEMENT WINDOW NOA(LM) s 919/14 No.58705 �. VERTICAL VERTICAL o BOM&ASSEMBLY Am J ROSOWSKI � -` HARDWARE HARDWARE �w 1 4 `NOTES: LOCK JAMB HINGE JAMB CERT.OF AUTH.#29298 a �i ss'. .. ' '•' 1)SOME PARTS/OPTIONS NOT SHOWN FOR CLARITY. - 1070 TECHNOLOGY DRIVE a all N.VENICE, FL 34275 a m1111 A.LYNN MILLER,P.E. 2)INTEGRAL FIN FRAME SHOWN,PART 01.OTHER FRAME TYPES APPLY. (941)-4$0-1600 CA-5540 y NTS � 10 OF 11 MD-5540C.0 JARI P•E.#59705 TABLE 9: 1 125 J•oharrrrel frame PVC 3.500' 3.500° 2 620128 a Frame PVC 0 0 3 620127 ral Fin Frame PVC CO-EXTRUDED CO-EXTRUDED 4 620128 /Box frame PVC WEATHERSTRIP WEATHERSTRIP 5 620130 Standard Vent Reil PVC 6 620173 HD Vent Rall PVC 2.880° 2.880" 10 620163 Standard Vent Reinlom mend{Full!:e WA Alum.6005-T5 1 QC�O QU85 O 11 620164 HD Vent Rewcement utl Length) Alum.6005-75 15 M47 Weatherstrip,65+1-1 duro. Flex PVC 075° .075" 20 702.4 Multi-Point Look C Steel il— I r 21 7011 Mull-Point Lock Flat Support Plate C Steel 6 ��o o o 22 Cedes with size Tie Bar C Steel 23 20222 Tie Bar Guide C Steel .625° 219" 625" .219° 24 7014 Mufti-Lock Keeper C Steel 1.375° 25 71024m562PPFX #10-24 x 9/16'PH.PH NlacHne Screw SS J-CHANNEL FRAME FLANGE FRAME 28 78X34PPTXi410 #8 x 3/4"Phl.PH Tek SS 27 7OX112PSAX #8 x 1-112°Ph1.FH Tek SS 28 20249150 ad O rater narrow tent<or=to 24',UR C Steel 72 8629 20249X/50X ad rator arrow vent<or=to UR SS 3'500° 3'500° ——' 30 20251/52 Dual Arm O water a vent>2 UR G Steel 0 D 31 2026062X Dual Arm O rator de tent>2-r,UR SS CO-EXTRUDED CO-EXTRUDED 32 7033 Dual Arm Operator Track SS WEATHERSTRIP WEATHERSTRIP 33 20241/42 HD Dual Arm Opemtor,UR C Steel 34 20241X142X HD Dual Arm Operator,UR SS EXTERIOR 2.880" 2.880° 35 20244 HD ator Track SS C? CICOO �I 10 36 7031 Operator Backing Plate C Steel 37 20253 for Cater •075" 075" 36 7030 rater Gasket White Neoprene 39 Standard Handle C Steel 40 7018 Folding Handle C Steel MITERED FRAME& r + VENT CORNERS ► T • , 41 7019 T Handle umbtum C Steel •• • WITH INTERIOR AND � .219" �••� � 21 tip •� 42 78X12PPMSX #8-32 x 1/2' Phl.PH Machine Screw SS 84 1.375" • • • 43 78S34PFAX 08 x 3/4'Ph1.FH SS EXTERIOR WELDS n •••••• • •• •••••• • 44 78X1PSDX #8 X 1'Ph1.FH Tek SS 0 INTEGRAL FIN FRAME O f�LEG/BOX FjiAME •••••• 45 7M070321.WRH Stud Bracket,UR C steel 80 • • • 46 7MC7032LHXlRHX Stud Bracket,UR SS •• • VENT 47 20243 HD Stud Bracket,non-handed C Steel •••' •• •• 48 2D243x HD Stud Brecke!,ran-handed ss - ASSEMBLY 87 • •••• •••.• •••s�• 49 7=71.1-Ma Hinge,UR c steel DETAIL • • 50 7333YU-MRHX Egress Hinge,UR SS SCREEN 51 73338LH/RH Washable KNe,UR C Steel •••••• 52 73338LHX/RHX Washable HIM UR ss ASSEMBLY • • •••••• 53 20245/6 HD Washable Hnp,UR c steel 72 DETAIL 54 2M6.VSX HD Washable Hi s,UR SS 55 720247/8 HD Waehabie HhVe Tmok,UR C Steel 56 720247YISX HD Washable Hinge Track UR SS �l6rie01p�wJk4 57 78X34FPAX #8 x 314'Phi FH w/#7 Head SS 16 58 731877 Operator Slide Plaslc 6 ;I' 'a •tl 6D 73346 Snubber C Steel FRAME a Miemli Control 1 1. 61 Not Used 1iy ��•.��- 62 720256 HD snubber Die-oast Zno 1 ASSEMBLY 63 7OX12PPSMSX #8x 112•Phi PH Ss DETAIL 64 20187 Anchor Hole Plug PVC 72 720135 Lami IG Glazing Bead PVC LYNN 7 �,•�� 74 Baokbeddi ,GE 7700 or Dow 791 Silicone NOTES: `��,��U •,....., •ft�� 75 Ouanax S erS cer NQwith Hot Melt But I Composite �, EN 78 quanex Duras�l Spacer Com its 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 77 Cardinal e Spacer Com ReVINYL CASEMENT WINDOW NOA(LM) 0 119/9114 No.S87U5 ` r 78 71848N Setting Block Uff x 1"x U8• 85+1-5 dura. EPA 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER 80 67006 Extruded Screen Frame FRAME TYPES,PARTS#2-4,APPLY. m BOM 8�ASSEMBLY B J ROSOWSKI 84 47040 Screen Comer Ke " 4 ;Q'•. �E F •' t1j - • 85 7CASPM Tension 3)ITEMS#7-9,12-14,16-19,59,61,65-71,73,79, : 'n ,� F : 86 81816034 Screen Cloth 81-83,88&89 ARE NOT USED AND ARE NOT a a o ` .t ORIO 87 81835424 .140'Screen Spline Machine/Hand Roll PART OF THIS APPROVAL. CERT.OF AUTH.#29296 N N m '�,�sS� •• ��, 90 620160A Fram;Assembly Tube Alum.6005.75 1070 TECHNOLOGY DRIVE 91 620177 Shallow,Flush Cap PVC 4)ROYAL PVC TO BE LABELED FOR AAAA N.VENICE FL 34275 92 620176 Dee Flush Ca PVC EXTRUDER CODE. (941)-480-1600 NCA-5540 , NTS 11 OF 11 IV z MD-554OC-0 lk z° A.L P E.MILLER, I EOR,P.E. MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA �nvw.m[am1dAde.gov/economy 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. s Sega S51-1 APPROVAL DOCUMENT:Drawing No.MD-HR5510-01 titled"Horizontal Roller-LM",sheets l through 18 of 18,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. A =Sm» a Init LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shalt be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. w �•flaoeco nr �, $� �_ Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, 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)Forced Entiy 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 marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8072,dated 02/03/15,signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Unifonn 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 marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-8073,dated 02/18/15, signed and sealed by Idalmis Ortega,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-8074,dated 11106/14, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-511 Edition(2014),dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 manuelprepert.E. Product ContrOxaniner NOA No. 3.10 ` Expiration Date: September 24,2020 _ Approval Date: September 24,2015 E-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc..for their "SentryGlas@ (CIear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-P Edition(2014),dated August 28,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest,dated August 28,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14,signed by Jaime Gascon,P.E. Supervisor,Product Control Section. G. OTHERS 1. None. A 04 Manuel re P.E. Product Contr E miner NOA No. -0903.14 Expiration Date: September 24,2024 Approval Date: September 24,2015 E-2 DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 2-5 ANCHORS,SEE CLUSTER DETAILS SHEET 5 --*-� 12-314"MAX.O.C. {-1t4" SEE SHEETS LEVEL,SEE SHEETS B-8 IMPACT RESISTANT I B,SEE MAX. 946 n, D.SEE 2-5 ANCHORS,SEE CLUSTER 8"MAX -r-� {•+- \01 ----------,1 ��SHEETS ! SHEET 4 DETAILS SHEET 5 15.85' 18.94"MAX.O.C. . MAX O.C. _ SEE 8"MAX I-'�--� '-•----- -- r------------ � �SHEET 3 A.SEE - _- 10°MAX. - - C.SEE 10°MAX.----- SHEETS 1�— - ___ SHEET 4 1 _ --------_._ �_ _.'..... - E,SEE C SHEET 3 f low 72" E EQU CEEDD / / MAX.O.C. MA . MAX. / 4�3BUCK EQUALLY ANCHORS PER _f BUCK HEIGHT SPACED MAX TABLES 17-27 HEIGHT ANCHORS PER BUCK SEE / / TABLES 17-27 / HEIGHT / / SHEETS " 9-16 - 15.67 X O X f MAX O.C. - o x � o x � 8"MAX 8"MAX. SEE SILL SEE SILL WEE D - WEEPHOL SEE SIL PAI . . MAX. DETAILS, O.C.. 3-MkX WEEPHOLE r B 4"O.C.BETWEEN 3"MAX. SHEETS BETWEEN - SHEET4 BETWEEN 10- DETAILS. WEEPHOLES EPHOLES B EPHOLES D SHEETS 140"MAX BUCK WIDTH 75"MAX.BUCK WIDTH 75"MAX.BUCK WIDTH ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL ELEVATION FOR TYP. FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION •••• ANCHORED THROUGH THE NAIL-FIN •.• ••••�• •••••• • •• •••• • 1tVTEO=��WREQIJIREMENTS OF •••••• • • • :.NOTf? Q1.111M WE FOR INSULATED IN THEW-*M 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. • • 4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS • • . • • DEPICTED AS 2X ARE 1-112°THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN • •• '• •• •••••• GENERAL NOTES.........................1 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,( AOR). ••••. • .' 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS................................. 1 ' ; . . •••„• FRAME,GLASS..ANCHOR SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. •••••• ”"" OPTIONS.................. ••• • • • 6)114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. � INSTALLATION,FLANGE& 7)DESIGN PRESSURES: •• • •••�•• • • NTEG EQUAL LE ................ 3 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INTEGRAL '• • B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN NEL...................... 4 GLAZINGG DETAILS ...................5 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ET SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSUREESS...................6 8 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES............ ... 9-18 10)REFERENCES:TEST REPORTS FTL-8072,8073&8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NON ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER EXTRUSION PROFILES&BOM..-17 SHADES OF CAP COATED PVC EXTRUSION NON$;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM DESIGN MANUAL ASSEMBLY.....................................18 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. {FWw torridnjpproved �`"M wuh t�* utdl ►Cd Nie -2015 USER WSTRUCTIONS: l y l l l l NOAH 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. `� LYNN /// ReWsed By: Dote: RaMon: ad D Product Control 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO.XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND �� rj ......... lye /ice REINFORCEMENT LEVEL,DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING �'�x •'4�GENS�r''•�F� TABLES 646(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING Q`: % Revised Sr. Dote: Rsvlslon: OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. 3)DETERMINE THE MOST.SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION No.58705 CONDITIONS - i-O Dese4ptton: omwa By: 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9.16),VERIFY THE ANCHORISUBSTRATE WILL MEET vl. 1-71 S � GENERAL NOTES & ELEVATION J ROSOWSKI REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET �} SET ARE MET. ��. • S TE Fti 1070 TECHNOLOGY DRIVE (tile: Dote: 5)INSTALL AS PER SHEET USE TABLE 4 ON SHEET 2 3 FOR FLANGEIEOUAL LEG THE APPROPRIATEINSTA DETAILS. OR SHEET 4 FOR INTEGRAL FIWJ-CHANNEL INSTALLATION. �' S .,+�C ORtn�';••'• N. VENICE,. X 5275 HORIZONTAL ROLLER- LM 05/15/15 //ris��p►L � NOKOMIS; FL 34274 SermIA10del: Scats: Sheet: Drawing No Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.it s i�lit`ER,P E. CERT, OF AUTH. X29296 HR-5510 NTS 1 OF 18 MD-HR5510-011 INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE B ON SHEET 2 P.EJI 58705 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE MR Frame Glass Installation Types Options Substrate option Detail Sheet (see Fig 6) (see Table 1) Conditions 6 718°Laminated I.G.: 1/8"T Exterior Cap+711W Air Space+5116°Laminated;(2)Lues of 1/8"A Glass wtfth.090"PVB Intedayer Through the ....into 2XWood FramelBuokstdp-sheet 4,option 5 •7 718"Laminated I.G.:3/16"A Exterior Cap+US"Air Space+5/16"Laminated, (2)Lues of V8"A Glass with.090 PVB Interlayer J-Channel 1-4 Integraltin•.•..• ....Into Metal-sheet 4,option 8 ,4opts -sheet 4,option 6 katrip 8 718"Laminated i.G.: 3116-T Exterior Cap+318"Air Space+5116" Laminated;(2)Lites of IN'A Glass with.090°PVB Interlayer (g1) Through the trams ....Into 2XWood Fra of the windawr...... .,•,Into Metal-sheet 4,option T 10 7/8"Laminated I.G.: 1/8"T Exterior Cap+7116"Air Space+5118"Laminated; (2){..iter of 118" H Glass with.090"SG Interlayer ....into 2XWood FramelBuakstrip-sheet 3,option 1 11 • 718"Laminated i.G.:3/16"A Exterior Cap+31W Air Space+5/16"Laminated;(2)Lltes of 1/6"H Glass with.090°SG Interlayer Flange 1-4 Through the frame ....Into Conotate/CMU-sheet 3.option 2 12 718"Laminated I.G.:3/16"T Exterior Cap+318"Air Space+5/16"Laminated; (2)Utes of 118" H Glare with.090"SG Interlayer (#2) of the window...... ,...through 1XBuoketrip Into ConovatelCMU-sheet 3,option 3 14 7189 Laminated I.G.: 118"T Exterior Cap+5116"Air Space+711W Laminated;(2)Liles of 3116"A Glass with.090"SG Intedayer ....into Metal-sheet 3,option 4 15 71W Laminated I.G.:311W A Exterior Cap+114"Air Space+7/16" Laminated;(2)Utes of 3/16"A Glass with.090"SG Interlayer Through the ....Into 2XWood Fremeftokstdp-sheet 4,option 5 Integral Fln Integral in...... ....into Metal-sheet 4,option 8 16 718"Laminated I.G.: 3116"T Ext@rlor Cap+114"Air Space+7/16"Laminated; (2)Liter Of 311$"A Glass with.080°SG Interlayer (#3) 1-4 'through the frame ....Into 2X Wood FramelSuakstdp-sheet 4,option 8 EE SHEET 5,TABLE 5 FOR GLAZINGIDESIGN PRESSUREIANCHORAGE,INDEX. of the window...... ....Into Metal-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,11&16 ....Into 2XWood Frame/Buoketrip-sheet 3,option 1 Box 1 Min. Edge Min. t MAY NOT BE USED IN THE Through the frame ....into Concrete/CMU-sheat 3,option 2 Group Anchor Substrate Distance Embedment* • HVHZ ABOVE W. Equal-Leg 1-a of the window...... ....through IX Buckstdp Into ConoretafCMU-stet 3,option 3 P.T.S 1 MIN.OF 3 THREADS em Pine(SG= . ) 16" ....pito Metal-sheet 3,option 4 #10 SMS 0.0BEYOND THE METAL'" 50" (steel, 18-8 S.S. Steel,A36* 318 Steel Stud,A653 Gr. 33* 3/8" 0.0451"(18 Ga.) SUBSTRATE.FOR or 410 S.S. FIGURE B:FRAME TYPES -A'=ANNEALED A ) Aluminum,6063-T5* 318° 0.050" STEEL STUDS. "H'=HEAT STRENGTHENED P.T.Southam Pine SG=0.55 7196" 1-3/8 MIN.Fu=45 KSI& 'T'=TEMPERED ( ) MiN.Fy=33 KSI. °PVB"=.0900 BUTACITE®PVB 3116"steel Ultracon Concrete(min.2.85 ksl) 1" 1-3/8" 2 BY KURARAY AMERICA,INC. -• Ungrouted CMU, (ASTM C-90) 2-912" 1_1/4" °UNGROUTED CMU" Q 4 Q P.T.Southern Pine SG=0.55) 9116" 118" VALUES MAYBE #12 SMS ( USED FOR GROUTED 'SG'_ .090°SENTRYGLAS® INTE Steel, A38- 31W 0.050" CMU APPLICATIONS. QUAL- AMEfi21C IMC Y KURARAY _ B (steel, 18.8 S.S. * " " FLANGE LEG 0 • • or 410 S.S.) feel Stud,A653 Gr. 33 318 0.0451 (18 Ga.) INSTALLATION NOTES SEE SHEETS 3&4 FOR ILLUSTRATIONS: .. . •0. 0 •• •:• Aluminum,6063-T5* 318" 0.067 ...... ; '..' ....�. 1)USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED ONT=7771- • +W - � �l TABLES 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE • an DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAYBE • • •. •••••• •• • U4"steel Cretellex Concrete(min. 3.35 ksi) 1" 4 1-3/4" USED ON ANY SIDE OF THE WINDOW. � ' •••• ••••• RY O BE E INTO AS PER L •••• �••�.o •.• • - 2)MASON ANCHORS MAY USED D PE TABLE 2,THiS SHEET.ALL WOOD BUCKS LESS THAN 1-112-THICK ARE TO 1 3 Q • • • .• 114F at"Cretelfex Concrete m n. . s - BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE • • • • ••• • INTEGRAL ...... Ungratt@d CMU {ASTM CSO) 2-1/2" 1-1i4° OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD J-CHANNEL FIN � ••• • D 1/4"steel Cretelex " " BUCKS DEPICTED AS 2X ARE 1-112-THICK OR GREATER.IX AND 2X ••••• P.T.Southern Pine(SG=0.55) 1 1-318 BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY • • •o 0• 114"steel Aggre-Gator Concrete(min.3.275 ksi) 1-112" 1-3/6" TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND P.T. Southern Pine SG=0.55 1- 1 " INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR 114" steel Aggre-Gator Grouted CMU, (ASTM C-90) 2- 2" ARCHITECT OF RECORD. Ha 3)VISIBLE LiGHT WIDTH OR HEIGi-iT(ALSO REFERRED TO AS Lm"LE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. Approved As complying with ttr*. I%rMlm Edge M( ontoIX &AVC) Group Anchor Substrate 4)SEE SHEET 14 FOR OPTIONAL EGRESS LOCK DETAILS. Oet�Distance dmene NOA E 21/7'x .1 mon Nall P.T.Southern Pine(SG--0.55) 3! 2-7/16" ��- LYNN tt�j ' RevJeed By. Dots: RevJelora amt"e Product trol i 2=1/2'Ring•ehank ail P.T.Southern Pine(SG=0.55 318" 2-7/1(r Re►�rasa S� f .Southam Pine ) 1/2" 1-/8 �-.• tote: Revralon: #10 Trusehead SMS 3.T5* 318" 0.050" '6t : No.58705 ••'. _ (steel, 18-8 S.S. or 410 S.S.) 33* 3/8" 0.0451-(18 Ga.) F steel,A36" 318° 0.05(1° rEiR ADS BEYOND -10 - GLASS/ANCHORS/FRAME OPTIONS ROSOWSKI P.T.Southam Pine(SG=O.65) 1$" 1-318" THE METAL %�1 • - 7 OF •A../ 1070 TQHNOUM MM W" Dote: #1 Aluminum,6063-T5' O.O�i" SUBSTRATE.FOR :�•�.'• F�ORIUP.••'' �°�;~ N. Vl9tilic�, FL 34275 HORIZONTAL ROLLER - LM 05/15/15 18.8 S.S. • STEEL STUDS. �i �,'••......•• G P.O. BOX 1529 Steel Stud,Gr.33 318" 0�° /O � �� 13mle: sheet:or 410 S.S.) MIN.Fu=45 KSI& �� MANN N�� NOKOMIS; FL 34274Otowirig Na Rev: Steel,Ate* 318 o. MIN.Fy=33 KSi. 'n!Lxly11 a'ii tssi:.P.E. HR-5510 NTS 2 OF 18 MD—HR5510-01 P.E.#56705 CERT. OF RUTH. #29298 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 OR@O 23 ANCHORED THROUGH FRAME AND 1X INSTALLATION EMBEDMENT AND EDGE BUCKSTRiP INTO CONCRETE/CMU. DISTANCE PER SUBSTRATE, OPTION 4 SEE INSTALL (SEE SHEETS 8-8) SEE NOTE 2,SHEET 2. OPTION 1 ANCHORED THROUGH ATION NOTES SHEET 2 TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO METAL "XO"OR"OX"SASH 1140 MAX SHIM EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. --�{ 114°MAX.SHIM 19 18 30 18 29 ---� SEE NOTE 2,SHEET 2. I 13 28 : .°•. ' 20 OPERABLE 43 EDGE FLANGE EMBEDMENT #10 OR#12 STEEL 40 SASH DISTANCE • • ° . . FRAME SMS(135),SEE Q 37-39 SHOWN O TABLE 2.SHEET 2. 0. b' 0 2 28 TYP.ANCHOR �1/4'MAX SHIM 41 `� o a , �" • EMBEDMENT AND E, 2 a FIXED D 13 LITE l VISIBLE EDGE DISTANCE PER = �"1 LIGHT WIDTH °a SUBSTRATE,SEE TABLE 2,SHEET 2. 72 ° UO 1 85 pADE APPROVED MULLION, "° 29 FBC COMPLIANT �� VISIBLEr_= 42 EXTERIOR a •d ALUMINUWSTEEL FRAMING FLANGE 72 LIGHT WIDTH EQUAL, 14 I OR STEEL STUD.MAY BE FRAME 24 O 25 28 1/ 4 LEG (1)AT MID-SPAN OF INTERLOCK VISIBLE FlXED VERTICAL OR HORIZONTAL. SHOWN FRAME (1)3-112"FROM EACH SASH LIGHT LITE SEE SUBSTRATE PROPERTIES, (SEE SHEETS 8-8)TYPICAL FOR ALL SHOWN CORNER AND(1)AT CENTER OF HEIGHT TABLE 2,SHEET 2 "XO"OR"OX"FIXED MEETING RAIL BUCK WIDTH SASH STILESJRAILS 29 HORIZONTAL SECTION A A(OX) 22 OR23 BUCK 28 16 19 18 (SEE SHEETS 6-8)TYPICAL HEIGHT EXTERIOR 4 OPERABLE 4 OPERABLE 40 FOR ALL'XOX"SASH 3 •••• OPERABLE SASH SASH � �•� �••••� •..•.• VISIBLE SASH 37-39 __��' --1- •• • •• 21 OR?22OR LIGHT li �i �23 0(SEE STS 8-e) HEIGHT 1 28 TYPICAL FOR -_� o o �"� 41 FIXED o o ••• '••••0 • ••••• ALL SASH 16 VISIBLE LITE 1--3 VISIBLE i • • ••• �^1 iGHT WIDTH •• •• •••••• � 45 47 LIGHT WIDTH �+r- � �' = i� L • •• go 29 FLANGE 0.000* 81 + FRAME li O © II d • �••••• 87 85 __iL_J~ ^t_J L_ •••••• NO WEEP OPT. 29 15 SHOWN - - 0 0 42 • • 000:00 •••• • • 3/4"X 114° � �� O VISIBLE � 2 EXTERIO •• 1-1/4'X 114" 25 O 28 LIGHT WIDTH 72 14 lu 4 2 (SEE SHEETS 8-8)TYPICAL FOR v 4 ALL"XOX"FIXED MEETING RAIL 33 1/4'MAX BUCK WIDTH I__fSHIM EQUAL.-LEG +Pproved as complying witr thi. HORIZONTAL SECTION E•E {XOX) FRAME Foran Cc INSTALLATION AS PER SECTION A-A ABOVE SHOWN Date EQUAL LEG0 FRAME SHOWN •;` ;a s• °< :a' ••b • ��\\,`�� LYNN Revised 8y: Date: Revlstom LV!oval D r Product troI INSTALLATION EMBEDMENT • d• a ° > `�f�a.• /�� / [yam OPTION 2 `« , • •• 2'.' RetiedsGE Date: ReWskn: ANCHORED THROUGH °, ' • :,- : No. 58705 •.�� FRAME DIRECTLY INTO °d CONCRETE/CMU. EDGE FORMULAS ='v tIC ® FLANGE & EQUAL-LEG/BOX FRAMES TYP.ANCHOR TYPE, DISTANCE VISIBLE LIGHT FOR ;)3 : � I ud7`R"0'S* OWSKI EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE,XO&OX) '.. STATE S 1070 TECHNOLOGY DRIVE 7111e: Deter DISTANCE PER SUBSTRATE, WIDTH:BUCK WIDTH 12-4-11,V �� WRIDP.•'• ` N. VENICE, FL 34275 HORIZONTAL ROLLER- LM 05/15/15 SEE TABLE 2,SHEET 2. SECTION B-B HEIGHT:BUCK HEIGHT-7-114 �i4 ,• """ � P.O. BOX 1529 _j • ° '�� •� �` NOKOMIS; FL 34274 Ser�s/Modsk Scaie:. Sheat: Anawlrrg No. Rew. A LYNN MIU9R\,P.E. CERT. OF AUTH. #29296 HR-5510 NTS 3 OF 18 MD-HR5510-01 P.E.#68705 lLATtON DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION s INSTALLATION ANCHORED THROUGH FRAME INTO 2X " OPTION 7 §EOE R 22 23 WOOD FRAME OR BUCKSTRIP.SE INSTALLATIO OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 SHEETS 8-8) NOTE 2'SHEET 2. ANCHORED THR H INTO METAL(INTEGRAL 'TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO EMBEDMENT FIN/FLANGE REMOVED) "XO"OR"OX"SASH WOOD FRAME OR BUCK 1$ 29 STRIP.SEE NOTE 2, EDGE �-- 114"MAX.SHIM 19 16 30 1 28 EDGE SHEET 2. QISTANCE 13 20 OPERABLE 43 DISTANCE J-CHANNEL #10 OR#12 STEEL SASH O` LLL FRAME SHOWN SMS(GS(G5)llSEE 37-39 - G TABLE 2,SHEET 2 28 � TVP.ANCHOR TYPE, 1 41 • J EMBEDMENT AND 114°MAX SHIM FIXED c� D EDGE DISTANCE PER 1 FIN �� LITE I-a 4 VISIBLE SUBSTRATE,SEE CHOR E. J c� _ _ �1 LIGHT WI TABLE 2,SHEET 2. EMBE AND EDGE FLANGE MAY BE + f , DISTANC SUBSTRATE, REMOVED IN-FIELD U NNS (SCREW SHOWN} 72 SEE TABLE 3, ET 2. j= 8 : 87 FRAME IN • 0 � 13 '.3•—.�DADE APPROVED ION, U �_,•,� VISIBLE 42 EXTERIOR SHOWN 29 FBC COMP LIGHT WIDTH 14 ALUMTNUMISTEEL FRAMI 72 24 VISIBLE OR 25 28 v 3 OR STEEL STUD.MAY BE FAD VERTICAL OR HORIZONTAL. {SEE SHEETS 8-8)TYPICAL FO LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR"OX"FIXED MEET RAIL HEIGHT TABLES 2&3,SHEET 2. BUCK WIDTH INSTALLATION HORIZO AL SECTION C-C (ON). 22 oR E OPTION s {SEE SHEETS 6-8) ANCHORED THROUGH : 29 1$ TYPICAL FOR FIN INTO METAL 28 30 16 19 ALL"XOX" (FLANGE MAY BE REMOVED) OPERABLE 20 OPERABLE 43 SASH goo* BUCK EXTERIOR SASH 40 SASH ��L� #10 pR 12 STEEL•••••o 9000:0 HEIGHT 37-39 �—' o - SMS Pq IEE VISIBLE r- _,- �, TABiF�ir SLiEET x•"••• #00000 21 R 2 23 LIGHT OPERAS O 0 SASH 1i rl '= ii t Too"EE SHEETS$-$) HEIGHT ; �� t 28 L '�� .. .... :goesTYPICAL FOR - 41 FIXED o •••e e••••• 00.00 ALL SASH 16 1 VI I LITE VISIBLE • :*e: •• • 0 ••i••0 88 45 47 LI WIDTH - LIGHT WIDTH •• •• •• ••a*:* _ 1 I U o 00 0 0 ••• •• OPT. • 0 • 8d 81 FIN •0.0•0 ••••i• WEEPFRAME 87 $5 J •g 00000•g • :• •42 � e0NOTCHES 9 29 SHOWN VISIBLE 72 KTERIOR 00 3/4"X 1/4" 25 2$ 1-114"X 114" 3 LIGHT WIDTH 14 1 J-CFiANP1EL (SEE SHEETS 6-8)TYPICAL FOR FRAME 33 15 ALL"XOX"FIXED MEETING RAIL SHOWN BUCK WIDTH 3 1/,"MAX HORIZONTAL SECTION F-F (XOX IFlo"d� I Code C3 O SHIM (1)AT MID-SPAN OF INTERLOCK INSTAL LATIQN AS PER SECTION D-D ABOVE not, FIN FRAME 43 4 1 -20 {1}3-112"FROM EACH SASH , 41 T 1 I t 1 1VOAtf SHOWN CORNER AND(1)AT CENTER OF \� // Revised W. Dote. Re+mm. apt Product C afire! SASH STILESIRAILS O� .•• •.. TVP.ANCHOR TYPE, �•''��C,C.NSF'••�F.Q EMBEDMENT AND EDGE DISTANCE Revised By: Dote: Revisioe: EDGE DISTANCE PER SUBSTRATE,SEE SEE _ No.58745 TABLE 3,SHEET 2. BEDMENT ® Descrlptton: VISIBLE LIGHT FORMULAS '.• $ oI�S :�, � � J-CHANNEL & INTEGRAL FIN FRAMES ROSOWSKI VERTICAL , ,� . . ; 1470 TECHNOLOGY DRIVE Me.' INSTALLATION ION 5 (EQUAL-LITE,XO OX) C7 - i;zvl ANCHOREDTHRO INTEGRAL FIN SECTION D-D WIDTH:BUCK WIDTH 12-4-114" , °R` � N' ��X529275 HORIZONTAL ROLLER - LM5 INTO 2X RAME OR BUCK HEIGHT:BUCK HEIGHT-7-114" `/ STRIP E NOTE 2,SHEET 2. t t t 1 I t t t NOKOMIS; FL 34274 Saole: Sheet Drawing No. A LYNN MILLER,P E. Cpl. OF AM. J29295 HR 5510 NTS 4 OF 18 MD-HR5510-01 - P.E.#68705 4"MAX.O.C. — I —►{ 7I6"NOM. /5/16 718"NOM. �+-- 718"NOM. 16"A/A PVB "AlA PVB 5116" PVB 116"AIR SPACE 3/8"AIR SPACE 3/8"AIR ACE 1/8"T GLASS 3116"A GLASS 3/16"T G S EXTERIOR EXTERIOR C]EXTERI0 5-ANCHOR CLUSTER DETAIL R DURASEAL, DURASEAL, DURASEAL, ERSPACER OR SUPERSPACER OR SUPERSPACER O , " ►�[ � DINAL SPACER CARDINAL SPACER CARDINAL SPAC 4 MAX.O.C. GLASS TYPE 6 GLASS TYPE GLASS WE 8 j/ 7J8"NOM. IL 716'NOM. 718"NOM. 5/16" G 5/16"H/H !16"Hfii 7/16"AIA 7116"AlR SP 3/8"A1R SPAC 8"AIR SPA 5116"AIR SPA 4-ANCHOR CLUSTER DETAIL 1/8"T GLAs 3116"A GLASS 3116"T GLASS 118"T GLAS 00< <,]EXTERIOR <]EXTERIOR Ar aEXTERIOR < ]EXTERIOR 4"MAX O.C. --+�-I r-- DURASEAL, DURASEAL, se DURASEAL, DURASEA • SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER CARDINAL SPACER CARDINAL SPACER j CARDINAL SPAC - CARDINAL SP ER / o0oGLASS TNVE 10 GLASS TYP 11 GLASS TY 12 . . • .•••. 7/8"NOM. —1718"NOM. 10, ••••• �•••• �••••� 0000 I&NOM.GLASS •i••i •• • ••i••• 3-ANCHOR CLUSTER DETAIL 76 OR 77 R 78 SITE TYP. 7/16"A/ASG 7116"A/A ' '• •• •• •••••• 72 74 1/4"AIR SPACE1/4"AIR SPA000 W MAX.o.c. EXTERIOR ••'••• 4'MIK oc. � 3l16"A GLASS 3116"T GLASS • • • 2g • • • C]EXTERIOR C]EXTERIOR •• • / 75 DURASEAL, DURASEAL, . 29 SUPERSPACER OR SUPERSPACER OR CARDINAL SPACE CARDINAL SPACE 4pprovcd os complying with thw 33 dl g o GLASS TYPE LASS TY 16 Ftorwl aleDate NOArf ct CoaW Q a a v a4 e • d• a Q a a �,`C�\ Revised °a& mlePr�a NN a12-ANCHOR CLUSTER DETAIL �. ` j L ` p6A ••�1��NJ�• � / • • .7 ,. Revtsed W note: Revhdm: TYP. GLAZING DETAILNo.56705 •' "_ -' GLASS TYPES 5,7,11 Ill 15 GLAZING NOTES: Drawn 81~ MAY NOT BE USED IN THE =ANNEALED - HVHZABOVE W. "A" r ')i �.� is ��` GLAZING DETAILS J ROSOWSKI "H"=HEAT STRENGTHENED 'T"=TEMPERED �( •• S TE Ft!J� 1070 TECHNOLOGY DRIVE 'Rite: Dote: GLASS TYPES 10-12&14-16 "PVB"=.09V BUTACITE®PVB BY KURARAY AMERICA.INC. ; ••. �LUR1U�`.••'Gam , N. VENICE. FL 34275- HORIZONTAL ROLLER WINDOW- LM 05/15/'15 MAY NOT BE USED WITH "SG"= A90"SENTRYGLAS®IMERLAYER BY KURARAY AMERICA,INC. �i ss •'""" • �� P.O. BOX 1529 J-CHANNEL OR INTEGRAL � � NA4 00 NOKOMIS; FL 34274 /makShesS Drawtrrg Na Rev: FIN FRAMES FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. t�'LYW"'l� R,P P.E_#68705 CERT. OF AUTH. #29296 HR-5510 NTS 5 OF 18 MD-HR5510-01 M f k • TABLE 6. TABLE 7: Glass Types Design Pressure(ibsO) 5.8 for XO or OX Windows ® 6 it ` ReW Leel R1 AN Buck Heights up to 54' Ali Buck Heights up to 54" All Buck Widths All Buck Widths to?w +501-5© up to 75' -70 L tip SEE TABLE 17 FOR ANCHORAGE a HEADER HEADER TABLE 5: index to All Design Pressure and Anchor Quantity Tables SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH 21 Max. Max. 01098 Reim. Design PressureAnchor Quantity LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT Width Height Type Lead (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT 54 1 6 8 17 FRAME TYPES& FRAME TYPES& 84' 2 7 6 18 9 CONFIGURATIONS) CONFIGURATIONS) 21 21 75 �, 5 3 8 7 19 10 72' 4 10 8 20 10 !07 54' 1 8 8 17 9 . • • of 64' 2 7 6 18 • • 0000 0.000• OX 75' 83' 8-8 3 8 7 19 10 EMRIOR EMRM �� • a ...... . .. • 83' 4 11 8 21 11 SILL SILL • . . • 72' 4 10 18 20 10 fir' • ��' 78' 78' 10-12 4 12 8 22 11 ••• ••.• ;""; 14-18 4 12 1 8 22 11 1 ��• •��• �� 5.8 3 9 7 23 12 120' 83' —5&6 4 13 8 24 13 SASH WIDTH SASH WIDTH 0 � •• •• 0000••0 • ••:•• itDX 7&8 4 14 8 25 14 10-12 4 15 8 28 15 019:0: �� 140' 83' o � • • • • 4-18 4 18 8 27 18 MEETING RAIL MEETING RAIL 0 • • • 6089:* 0000•. ' • • 9 • • • • •9000• • • 0008 • • 24 25 • 21 21 0 21 21 JAMB EXTERIOR - JAMB sxrEnR P Approved as tomptying wild 0* Flo rid aW g Co ie Date N40Ati LYNN 1)9� ��j, Revised By. Date: Revision: Miami Dade ProduclAkR Revised i?y: Date: Revision: 58705 r Grown Dy: •�. ( ��' ; u/ DESIGN PRESSURE TABLES J ROSOWSKI )USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. o % �>�'•. ST L C � � 1070 TECHNOLOGY DRIVE Tins: aote: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SHEETS 3.4).SASH SIZE IS AS PER THE FIGURE. % CORP...' �(j`� 1d, VENICE. FL 34275 HORIZONTAL ROLLER- LM 105/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ��,Sv^ �` P.O. BOX 1529 4)-114-1/2-114-AND-113-113-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH ��111��'��` �� NOKOMIS, FL 34274 Serks/Iwodei; Seatsr Sheet: Drawing No. Rev: RANGE IN THE ADJACENT COLUMN. 'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYN�I�I�ILLER,P E. CERT OF AUTH. #29296 HR-5510 NTS 6 OF 18 M D-H R5510-01 THE RANGE. P.E.#56705 dv TABLE 8: Glass Types Design Pressure(ibsflt) 5-8 for XO or OX Windows Reim Level 113 Ali Buck Heights up to 63' AD Buck Widhs +501-50 HEADER up to 75~ SEE TABLE 19 FOR ANCHORAGE TABLE 9: Glass Types Sash Design Pressu slip for XOX 22 5.8 Sash Wldh � 'I dows Reidy_Lrwel Canfig=110n Range Qn) dow Buck Heid S R3 54' 83° HEIGHT 35.114' %%-Yq 11.391-11.391 .0 -500 +50.0 •50.0 +50.0 .50.0 Q 38' %-%-% 12.308- +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 22 45.118° Y 1 -13.397 +50.0 -50.0 +50.0 •50.0 +50.0 -50.o X-Ys- 13.398.14.803 +50.0 .50.0 +50.0 -50.0 +50.0 �.0 47-3t4' 11.321-12.297 +50.0 -500 +50.0 -50.0 +50.0 .50.0 -%.% 12.298-15.558 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 EXTE� SILL Custom 11.391 -12.018 +50.0 -505 450.0 -50.0 +50.0 -50.0 a -11g' %.%_Y4 12.017-13.397 +50.0 -500 +50.0 .50.0 +50.0 -50.0 o %-%-% 13.390-17.016 +50.0 -500 +50.0 -50.0 +50.0 -50.0 " tom 11.391-1&397 +50.0 x11.0 +50.0 -50.0 +50.0 -50.0 t�" -%- 13.398-15.380 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 .... +�-- SASH WIDTH •19.641 +50.0 •50 0 +50.0 -50.0 +50.0 •50.0 • ••••• Gooses Custom 11.391 - _ +50.0 -50.0 +50:0 -500 +50.0 -500 •••• i •• • • MEETING RAIL 75' - -% 13.398-19.11 0 .500 +50.0 -50.0 +50.0 -50.0 000:00 : •• •.•.:, E -�-% 19.111 -24.841 +54. -50.0 +50.0 -50.0 +50.0 1 •50.0 • 25 .... ...... Custom 18.380.19.397 +50.0 - +50.0 -50.0 +401* .49.1• • ••••.• 22 22 96" 19.398.24.30D +50.0 4500 + -50.0 +50.0 -50.0 *0080 • • ••i••• JAMB EXTEwR - -� 24.361 .30.36D +50.0 -50.0 +50.0 +50.0 •50.0 ••••• •• •i •••••• O j 12V 34-%-y '" -30.380 +50.0 -50.0 +50.0 -50.0 1' •49.1• of:*: , •• +501-50 FOR GLASS TYPES 6-8 SEE TABLE 23 FOR AN GE • •••i• 9669: • MIN.SASH SIZE WINDOW WIDTH-5928 •• i *so* •••• CTION DETAIL •s FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL sppro. sa rom3!�f t�R6 FRAME TYPES& F" C CONFIGURATIONS) Date. I.YNAI M�� Revised 8y: DeM: Revieton: A4 t Q� ••� r Revised 63" Dote: Revision: A No.58705 �•� _ ® ES GN PRESSURE TABLES ROSOWSKI NOTES: �S Q 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. %��•'• S+T fE C�I' 1070 TECHNOLOGY DRIVE Tit: s 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE- N. VENICE, FL 34'275 HORIZONTAL ROLLER - LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE ��s. '• •• ' �v ��` P.O. BOX 1529 4)'1/4-112-1/4'AND•113-113-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH ��SIpNA\- NOKOIMS. FL 34274 Series/A�odet Scots: Sheets OrowlnQ No• Rev: RANGE IN THE ADJACENT COLUMN. °CUSTOM°INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN a C'iINN l4tlt'L'E'R,PE. CERT. 01: AITiH. X29296 HR-5510 NTS 7 OF 18 MD-HR5510-01 THE RANGE. P.E.058705 T 11: BLE 12: TABLE 13: Glass Design Pressure bslfe)for Design Pressure QbsfR Saeh �®h Design Pressure(ibsltit2)for XOX Windows 5-8 XO or OX Windows 1x12&1 XO or OX Windows Width 10: CmIgumMoi Range M) Buck slot levet Window Buck H Reln.Level Window Buds H Glass s Design Pressure } R4 4 54' 63' R4 83' 70' �° �� 8-8 r XO or dOWB 25-112° +65.0 +85. •70.0 +85.0 7Q0 25.1!2° +85.0 -i + -110.0 +05.0 -110.0 Custom 11.391-13.397 +65.0 70.0 +65.0 70.0 +85.0 -70.0 +85.0 -65.3 Reid Level R4 A Ights up to 77 � 28' +85.0 .70.0 .0 70.0 +65.0 -70.0 28' +65.0 -110.0 0 -i iao +65.0 -110.0 �° Y-�-� 13.398-15.380 +85.0 70.0 +85.0 70.0 +85.0 70.0 +85.0 70.0 36° +65,0 +85. 70.0 +65.0 .74 0 ,� 30' +65.0 .0 +85.0 10.0 +65.0 -110.0 ' - 18.381-19.841 +SSA 70.0 +65.0 70.0 +85.0 70.0 +85.0 70.0 AN Buck WI d +501- - y Custom 11.391-13.397 +85.0 70.0 +65.0 •69.6 +83.3 •83.3 +53.2 -53.2 UP t 42' + -70.0 +65.0 - +65.0 -7Q0 42- + •110.0 +85.0 -11 . +85 0 -110.Q 75' 13.396-19.110 46' 0 -70.0 +05.0 .70.0 .0 -700 48' +65.0 410.0 +66.0 -110.0 + -110.0 a3 �+' - +85A 70.0 +85A 70.0 +63.0 •88.ffi +58.2 88.2 SEE TABLE 20 FOR ANCHORAG $ +85.0 -110.0 +85.0 -110.0 +85.0 9 19.111 -24.641 +05.0 70.0 +65.0 70.0 +05.0 70.0 +65.0 -86.0 +85 0 70.0 +85.0 -70.0 + 70 0 Custom 18.360-19.397 75" +05.0 •110.0 +66.0 -103.6 +65.0 -8l>! +8;1.0 70.0 +�,9 -69.9 +55.5 •88.5 +49.1 -49.1 75" +850 -70.0 +65.0 •70.0 +84.3' 3" 96" 19.398-24.360 +850 -7a0 +62.1411 +58.0 -68.0 +M3 4A3 0100'F+65/.70 FOR GLASS TYPES 6.8 SEE TABLE 22 FOR ANCHORAGE SEE SEE TABLE 21 FOR ANCHORAGE 24.361-30.380 4-05-070.0 +85.0 70.0 +05.0 487.3 +57.0 -57.0 T 15: -• -30.360 1 +65.0 70.0 Glass Design Pressure(ibstft)for XO HEADER "MIN.SASH SIZE=WINDOW WIDTH-58.28 SEE TABLE 24 FOR ANCHORAGE 10-12 Sash Width Windows TABLE 14: 2 Reld,Lsael �" Range M) Window Buck b Z 8 Sash Design Pressure(ibslfe)for XOX Wln R4 48- 54- 63' Sash Width Custom 1 -13.397 +85.0 -110.0 +65.0 i0.0 +85.0 -i 1Q0 ��t Range On) Whidw Bunk 38' 48" 83' 80' Y-h.Y 13. 380 +65.0 -110.0 0 -110.0 +85.0 ^110.0 23 Custom 11. �33 +63.0 70.0 +65.0 - +85.0 70.0 +05.0 70.0 15.361 -19. +55.0 -1 +65.0 410.0 +65.0 410.0 Custom 11.391 -13397 -110.0 +65.0 -110.0 +65.0 -110.0 60' Y44-'Ya-Y4 13.398 +85.0 70.0 + 70.0 +05,0 70.0 +05.0 70.0 SASH - - i 15.381 -19.841 + +0&0 70.0 +85.0 70.0 +85,0 70.0 75' Y4-h-j/ 13.3 -19.ii0 110.0 +65.0 410.0 +65.0 410.0 HEIGHT Custom 11.391-13.397 +85.0 70.0 +8,5.0 70.0 +85.0 70.0 i9.111 - +65.0 -i +65.0 -110.0 +85.0 410.0 Custom 17. -19.397 +65,0 •110.0 .0 -110.0 +60.0' -104.8' 0 75' '/a-'/a-)/ 13.398-19. 85.0 70.0 70.0 +9,5.0 70.0 +85.0 70.0 96' %-�/a-� -24.360 +85.0 -110.0 +85. -110.0 +85.0• -1�.5' �} 23 �/s-yh-Ys 19.1 .841 +85.0 70A +65.0 - +65.0 70.0 +65.0 70A �- 24.381-31.641 +65.0 -110.0 Custom .380.19.397 +55.0 70.0 +85.0 TOA � 70.0, +65.0' •67.2• +65,0 .1 +65.0 -110.0 120' -YI-Y4 28.841 -32.515 +�,0 -110.0 +65.0 -110.0 .0'U 04.6' � 19.398-24.380 +85.0 70.0 +85A 70.0 +55.0 _ f@5.0° -60.8' -�- 32518-39.641 +65.0 •110A +85.0 -110.0 +65. 10.0 %-?�-�/a 24.301-30.380 +85.0 70.0 +85.0 TO.Q + f0 70.0 7Qd •. SILL - -� -30360 +eSA 70.0 +85.0 70.0 + 740 +1 .0' • 140" Custom *• -38.641 +85.0 -110.0 +86.0 -110.0 +65.0• - R LE 25 FO CHO :• *+651--70 FOR GLASS TYPE 8 +651-110 FOR GLASS TYPES 11&12 SEE TABLE 26 FOR ANCHORAG WINDOW WIDTH-59.28 0 f e e .... ;:*so* � WINDOW WIDTH-60.72 0 "MIN.SASH SIZE= • 2 0000• ease** 0000• •'MIN.SASH SIZE= 2 **:of: f f • � 60:96 e TABLE 16: Nintm, SASHWIDTH • feDesign Pressure(IbsNO)for X .. .. ...ef. SashSasWida Windows o o SECTfON DETAIL . . •Configuration FOR WINDOWS WITH • . :so***f Range On) Window Buok He MEETING RAIL : e e s ••••• f••••f R4 46' Sae LEVEL R4 REINFORCEMENT ..e f :sees: CustofiN 1.391 -13.397 +85.0 -110.0 +8 -110.0 +65.0 -110.0 26 (REINFORCEMENTS SHOWN f•so IN FIGURES APPLY TO ALL 8V -15.3 +65A -110.0 .0 -110.0 +05.0 -110.0 23 23 FRAME TYPES& j/-%--% 15.38 .841 +05.0 AW-0 +65.0 -110.0 +65.0 -110.0 JAMS exr R CONFIGURATIONS) Custom 11.391-13, + 410.0 +65.0 -110.0 +65.0 409.3 ff11 $ 75° y_ _y 13.398-19.11 + -110.0 +65.0 -110.0 +65.0 -1020 V approved W coop t 8+41h dt" %-%-% 19.111 ^ 1 +65.0 0.0 +65.0 410.0 +65.0 402.9 us krkte di C 0 0° Caston 1 -19.397 +65A -110. +85.0 410.0 +65.0 -97.4 Revised BY•' Oats: Reviakn: we 1p4e4y� 19.398-24.360 +65.0 -110.0 + 410.0 +65.0 -92.0 Y _/a 24.381-31.641 +85 0 -110.0 +85.0 - .0 +85.0 •88.4 Irl'(•4YNN.R14 28.841-32.515 +85.0 -110.0 +65.0 409. 85.0 -84.3 �.•' \CENSE •�F,p �� Revised 8y: Dobe: Rsvtelon: 120° _ 32.516-39.841 +85.0 -110.0 +85.0 jaga dp INA, -105.0 +669!k L•80.8 Ya-/ ' 140' Custom •• -39.641 +85.0 -1110.0 +65.0 -105.0 +65.0 No.58705 SEE TABLE 27 FOR ANCHORAG • a Orown 8Y ,� - --- DESIGN PRESSURE TABLES J ROSOWSKI NOTES: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. •.. Q 1 if �!-z 1070 TECHNOUM DRK Tlfls: : 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(st=E SHEETS 3 4).SASH SIZE 1S As PER THE FIGURE. () • G A of ,: J� N. VEruCE. Ft 34275 HORIZONTAL ROLLER- LM 05/15/15 . .{� '•., 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. i� �(pRtpP,• G�,� P.O. BOX 1529 ARD SASH 4AT THOSE STAND RANGE IN 4)"114-112-1/4"AND ADJACENT CENT COLUMNCACt1STE 7iOM°INDICATES T NO STANDARFIGURATIONS FALL D SASH CONFIGURATIONS ONS FAt L WITHIN NIN THE SASH OTH �� j tSt A` �`�� NOKOMiS, FL 34274 g �� Ste; 10"81OF proxdnp No, Rev: E �'�,,� �� CERT. OF Aures. /29296 HR-5510 NTS 18 MD-HR5510-01 THE RANGE. LE 17. Glass Max.Anchor O.C. Anchor Anchor z Spacing for"Integral. Group E Group F 5-8 SHeight 38"Height 48"Height 3fl Height 38"Height 48"H 54"Height „d Head Head Head HeadHead 'O ;�& HeadFin installation 3,g• 4"Reint Leveliq & Sq1 I & Sql &Slll ' & Sqi &Sill �8111 & Sql R1 . Anchor Group A chor Group C 25.1/2" 12.147 i+C2+1 2 C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 +C2+1 3 1+C2+1 3 1+C2+1 3 ��c � 4 1. gq Date 28" 13.397 1+C2+1 2 1+C 3 i+C2+1 3 1+C2+1 3 1+C 2 1+C2+1 3 i+C2+1 3 1+C2+1 3 ANCHOR QUANTITY WDA6 PER JAMS •� i6fai dr prod r�!!94"O 38" 17.397 1+C2+1 2 1+C2+1 +C2+1 3 1+C2+1 3 +C2+1 2 1+C2+1 3 1+C2+1 3 i+C2+1 3 as 42" 20.397 1+C2+1 2 1+C2+1 3 1+ 3 1+C2+ 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 2+1 3 1+C2+1 2 1+C2+1 3 i+C2+1 3 1+C2+1 3 (2}ANCHORS AT THE FIXED SECTION F +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL = 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+ 2+ 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +{2}ANCHORS AT THE SASH a 75" 38.897 2+C2+2 2 2+C2+2 3 +2 3 2+C2+2 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 $ TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL N a An Group B Anchor Group D SEE ELEVATION,SHEET 1 _ 25.112" 12,147 1+C2+1 2 1 +1 3 1+C2+1 3 1+C2+1 3 1+C2+ 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 � Y 28" 13.397 1+C2+9 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 +1 3 1+C2+1 3 1+C2+1 3 ---- SEE CLUSTER DETAILS,SHEET 5 38" 17.397 1+ 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+ 1+C2+1 3 1+C2+1 3 ----- c> m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 +1 3 1+C2+1 3 �____ _____ SEE ELEVATION, It eaoa SEE O X SHEETI ti LO 48" 7 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+ +1 3 1+C2+ 1+C2+1 3 / — / N ELEVATION, N � 8 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 C2+2 3 0 c`t A _ SHEET 1 MEETING RAIL ` 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2 3 z ti to i L SEE TABLE 8 FOR DESIGN PRESSU.EN REPEAT ANCHOR PATTERN AT SILL V 0 2•Wo 4 W .V u>N TABLE 18: FOR XOX WINDOWS: m © J �Mo ass ht r elttl�es foT XO` in X Who o�IV> ANCHOR QUANTITY t? •� am '8 Sash Height 38"Height 48"Height 54"Heigh 30" Height 38"Height 48"Height 54°Hel t PER JAMB T.•Z a Z i--' ry •r- Width ••• •••• �j ad Head E Head Head E Head �' Head Head E He8d HEAD AND SILL ANCHOR QUANTITY: ••• •••• 0 E 1+C3+2+C3+1 4 �nj & & SRI ' & Sill -.� & CHOR AT THE SASH S: & Sill &Sill ' &Sill � &SAI .-�, +1A CLUSTER OF )ANCHORS CENTERED AT THE MEETING RAIL • • • + 2 ANCHORS AT THE FIXED SECTION •• ®. i Q Anchor Group A Anchor Group C +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL AT THE SASH _ •F•- 25-112" 12,147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 110 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. ( :t� •Z 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 •• w 38" 17.397 1+C2+i 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 O N .Y SEE ELEVATION,SHEET 1 U a LID to m 42" 20.397 t Allowe 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 u�I � 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 U ,Z 0 Z _ 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+r .. 1 n f-----_--- Brt� Msec aer as 2+C2+2 3 2+C2+2 3 2+C2+2 3 sEATION, 36.897 2+C2+2 2 � �---- ----- tit I I l l l r r r r A hof Grou B Anchor Group D SEE j X j O X SHEET 1 ,��0�� YNI� 25.1/2" 12.147 1+C2+1 2 1+ +i 3 1+C2 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATION, / �,. �tcENsE ., 28" M23.397 N22 2+1 3 1+C2+1 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEET 1 MEETING RAIL SEE CLUSTER �' r DETAILS, = �� No.58705 2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 i+C2+1 3 REPEAT ANCHOR PATTERN AT SILL SHEET 5 42" 2+1 3 1+C2+1 3 2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Co NOTES: 1 jr ;' [t/ 48" 2+1 3 1+C2+1 3 9+ 1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1)FRAME DIMENSIONS ARE BUCK WIDTH 0�•. S E.60" C2+2 3 2+C2+2 3 2+C2+ 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor O.C. AIIChorAND BUCK HEIGHT(SEE SHEETS 3 4� • C-) SASH SIZE iS AS PER THE FIGURES ON �� s •• •••75" C2+2 3 2+C2+2 3 2+C2+2 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing for"Integral- Group F SHEETS 6.8. ' ;S NMS SEE TABLE 7 FOR DESIGN PRESSURE Fin" Installation 2)FOR SIZES NOT SHOWN,ROUND UP TO r I�I I t�� 4" THE NEXT AVAILABLE WIDTH OR HEIGHT A.LYNN MILLER,P.E. DIMENSION SHOWN ON THE TABLE. P.E.#58705 TABLE 19: Max.Anchor O.C. " . Glass Types Anchor Quantities for XO or OX Windows Spacing for"Integra r O.C.5-8 Sash 30" Height 36"Height 48" Height 54" Height 63"Height 30" Height 36" Height 48" Height 54" Height 63" Height Fin"Installation Width Head Head Head E Head Head Head Head jjjHeadjjj Head Head Relnf. L (ink � �, � � � Anchor Anchor &Sill .� &Sill ' &Sil! ' &Sill .� & SAI -, &Sill � &Sill ., &Sill � &Sill � &Sill -, Group E Group F R3 Anchor GroupA Anchor Group C 3.5" 4" with th.. p �pProved as eBmPh`�S 25-112" 12.1 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 unit- idiR�G e Aa9e 28" 13:397 +1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 svoAs 36" 17.397 1+C2+ 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 M I D Product t' m 42" 20.397 1+C2+1 2 +C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48" 23.397 1+C2+1 2 1+ 1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 $ 60" 29.397 2+C2+2 2 2+C2+2 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+Ct+2 4 2+C2+2 4 a 75" 36.897 2+C2+2 2 2+C2+2 3 ~ 2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+ a Anchor p B Anchor Group D 25-1/2" •12.147 1+C2+1 2 1+C2+1 3 1+C2+1 71 +C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 1+C2+1 4 28" 93.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+ 1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+ 4 1+C2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 C2+1 4 1+C2+1 4 © tl� o ' 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 +1 4 1+C2+1 2 1+C2+1 3 1+C2+ 4 1+C2+1 4 9+C2+1 4 0 � � a�°B � 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2 4 1+C2+1 2 1+C2+1 3 1 +1 4 1+C2+9 4 1+C2+1 4 IV 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 2+C2+2 2 2+C2+2 2+C2+2 4 2+C2+2 4 2+C2+2 4 O _ 75' 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+ +2 2 2+ 3 2+�+2 4 2+C2+2 4 2+C2+2 4 Z I-i' in w W AdO a SEE TABLE S FOR DESIGN PRESSURE W � V. V- (30 - �...` TABLE 20: m _' em Glass Types Anchor Quantities for XO X Windows Max.Anchor O.C. 6 a z a "�� •jL 6-$ sash Spacing for Integral- ••• F- 0 30" Height 36"Height 48" Height b4"Height 63°Height 72"Height 30° Height 36•Height 48"H '' S4"Height 63"Height 72°Height Fin"installation ••• ••••" • Width Hem Head Head Head Head E W Head Head Iml Head ead Head E Head E Anchor Anohor .' . ' I—• '® •C Reins: Leve! fin) &Sip &Sill &Sill &SAI &Sill ill &Sill &Sill &Sill & &SUI im &Sill Group E Group F ••• Q ' R4 Anchor Group A Anchor Group CF- 2b-112° 12.147 1+C2+9 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C 5 1+C2+1 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 +1 5 1+C2+9 5 ` 0 •I12 •Z 2r 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2 5 1+C2+1 5 •• 0 0 p 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+ 4 1+C2+1 5 1+q+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 +q+1 5 3 W LO m 42" x.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 +1 4 1+C3+1 5 1+C3+1 5 1+C2+9 2 1+C2+1 3 1+C2+1 4 1+C2+9 4 1+q+1 5 1+ 9 5 � Z O 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 '� _ 60" 29.397 2+C2+2 2 2+C2+2 3 2+ 4 2+q+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 TES: a!1!t '=v Saves ry 1) E DIMENSIONS 75" 36.897 2+C2+2 2 2+C2+2 3 +C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+03+2 4 2+C4+2 5 2+04+2 5 ARE a WIDTH AND vvvvt I J �rl� Anchor GroupB Anchor Group D BUCK HEI SEE �� `! \,YNN, p SHEETS 3-4).S SIZE IS ,� �`Z`�••'�G£FJSF•'••�'P ' 25-112" 12.147 1+C2+1 2 +1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 9+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGU N 2(° 13.397 1+C2+9 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 SHEETS 8-8. r 705Id =_ 36" 17,397 1+ 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 9+C2+1 5 1+q+1 . 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+q+1 b 2)FOR SIZES NOT = tYi SHOWN,ROUND UP TO 47 20.397 +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+q+1 5 1+C3+1 b 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 THE NEXT AVAILABLE f 710;+ WIDTH OR HEIGHT SAS .•'�� 48" 23 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+q+1 5 1+C2+1 2 1+C2+1 3 1+q+1 4 1+C3+1 4 1+C3+1 5 1 C3+1 5 p DIMENSION SHOWN ON T i i?SZ10Q:. .- 0 60" 8.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+q+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+tom+2 5 THE TABLE. C�S�/ 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET 9 FOR '--=1499 '' ,r��! , SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER, . TABLES. P.E#58705 .« TABLE 21: Max,Anchor O.C. Anchor G Types Anchor Quantities for XO or Windows Spacing for"Integral- Group F 5- Sash 30" Height 36"Height 48"Height 54"Height 63"Height 307 Haight 38"Height 48"Height 54"Height 63"Height Fin" Installation 4" Width Head E Head E Head Head °1 Head E Head J° Head Head 1JJ1 Head Head E Reinf. Level 51 & S{U ' &Sill ' & S{I{ &SIU &Sill �; &Sill & S{U & SUI &SUi 8 Sill ; Approved ma complyi�tv[!1�MM R4 Anchor Group A Anchor Group C "Olitu uidl C 4 S 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 N AN >7 E 28" 13.397 1+C2+1 2 1+102+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 I dePrudod Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 00 42" 28.397 Not Allovmd 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48" 23.397 1+C2+1 2 1+102+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 �„ 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 a 75" 36.897 2+C2+2 2 2+102+2 3 2+C2+2 4 2+C2+2 4 2+103+2 a Anchor Group B Anchor Group D LO 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+9 4 1+C2+1 1+C2+1 4 1+C2+1 Z 1+C2+1 3 1+C2+1 4 1+C2+1 4 2+1 4 V � •Aed E 28" 13.397 1+102+1 2 1+C2+1 3 1+C2+1 4 1+102+1 4 102+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+102+9 1+C2+1 4 V- � T- 36" 17.397 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+C2+1 4 1+C 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+ +1 4 1+C2+1 4 © CO o 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 1+C2+1 2 1+C2+1 3 1+C2+1 i+102+1 4 1+102+1 4 >- e?°a j 48" 23.397 1+102+1 2 1+C2+1 3 1+C2+1 4 I+C2+1 4 1+C2+1 4 +1 2 1+102+1 3 1+C 4 9+102+1 4 1+102+1 4 C� N N 6o" 29.397 2+C2+2 2 2+C2+2 3 2+102+2 4 2+C2+2 4 2+C3+2 4 2+C2+ 2+C2+2 3 102+2 4 2+C2+2 4 2+102+2 4 = O � M � �s z U) LL to 75" 38.897 2+102+2 2 2+102+2 3 2+102+2 4 2+102+2 4 2+103+2 4 2+C2+2 2 , 102+ 2+C2+2 4 2+C2+2 4 2+C2+2 4 LLF �. r SEE TABLE 11 FOR DESIGN PRESSURE ' U V 0 O �.°0 � 'av W TABLE 22: •••'IQ GLASS TYPES 08 . 00 class Types Anchor Quantities for or OX Window 10-12 a 14-16 MAY a ..�. NOT BE USED swoz D- �' F•— .LL, 10-12& 14-16 Sash 30" Height 367 Height 487 Height 54"Height 63" Height 76" H 30" Height 367 Height "" Height 547 Height 637 Height 76" Height WITH J-CHANNEL f 00 Width Head Head Head Head Head ad Head Head Hea Head Head Head • OR INTEGRAL FIN ... •� r ReinE Level On) &SIII &SHI 1° &SiU !; &SiU &Slll &Siil &SIII _, &Sill _, &Sill & SIII &Sill &Sill FRAMES R4 -' Anchor GroupC Anchor Group AN 25-112" 12.147 1+C2+1 2 1+C2+1 3' 1+102+1 4 1+102+ 1+C2+1 5 1+C3+1 5 Z " 13.397 1+C2+1 2 1+102+1 3 1+C2+1 4 1+C2+1 4 103+1 5 1+C3+1 5 i1 28 O o 36" 17.397 1+102+1 2 1+102+1 3 1+C2+1 4 1+C3+1 4 1+ 5 1+C4+1 5 = N � m 42' 20.397 NO Wed 1+102+1 2 1+102+1 3 1+103+1 4 1+103+1 4 1+103+1 1+104+1 5 (5 OC LO 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+103+1 4 1+C4+1 5 1+ 1 5 U tY $ 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+104+2 OWL ' Q 991JeS NOTES: 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+104+2 5 2+C4+2 5 RAMC DIMENSIONS �� t,, AR CK WIDTH AND � pNY LYN,y Anchor Group B Anchor Group D BUCK HT(SEE OOOVSHEETS 3- H SIZE IS �4cP.,.• 1.10EIV& •.•�� 25-1127 12.147 1+C2+1 1+102+1 3 1+C2+1 4 1+C2+1 4 1+102+1 5 1+103+1 5 1+102+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 5 1+103+1 5 AS PER THE FI SON 287 13.397 1+ 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 SHE 8. NO.58705 . 36" 17.397 +102+1 2 1+102+1 3 1+102+1 4 1+103+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+102+1 3 1+102+1 4 1+103+1 4 1+103+1 5 1+104+1 5 2}FOR sizes NOT o SHOWN ROUND UP TO m 427 20. 1+102+1 2 " 1+102+1 3 1+103+1 4 1+103+1 4 1+103+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+103+1 4 1+103+1 4 1+103+1 5 1+104+1 5 THE NEXTAVAJOKE ,�ti' s �,r cl o - 48" 3.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 41 1+104+1 5 1+C4+1 5 1+C2+1 21 1+C2+1 3 1+C3+1 41 1+C3+1 4 1+C4+1 51 1+C4+1 5 WIDTH OR HEIGHT �� IDA.••'• 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 DIMENSION SHOWN ON 75" TABLE. N�\\X 36.8972+102+2 2 2+102+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 6 2+104+2 5 2+102+2 2 2+102+2 3 2+103+2 14, 2+C4+2 4 2+C4+2 5 2+C4+2 5 3)SEE SHEET 9 FOR A SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A LYNN MILLER,P.E. TABLES. P.EA 58705 T 3: Anchor Quantities for XOX Windows Giaase ry 5-0 Sash 24"Height 30"Height 'Height 48"Height 54'Height 63'Height 24'Height 3('Height 38'Height 48"Haight 54'Height 83"Hecht Contig Width a " Head&Sill A Head&Si11 A Head&Sia Head&SIU � Head&SUi I'I Head&Sill � Head&SIU Reiff Leel Range�) Head&SIU Head&Sic Head&SIU Head&Si11 Head&SUI ., ., -, R3 Anchor Group A Anchor Group C A 00 00 35-114' ys-�/s- 11.391 -11. 1+C2+0+C2+i 2 1+C2+04C2+i 2 1+C2+0+C2+1 3 1+C2+0+C2+i 411+C2+0+62+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C2+0+C1+1 4 1+C2+ +1 4 y�""��+�eomplylag with th« PtorWa la C 38' -ys-� 12.308-12.308 1 +0+C2+1 2 1+62+0+C2+1 2 i+C2+0+C2+1 3 i+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+62+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 i+ O+C2+1 4 � - �_y,.j� 11.391-13.387 i+C2+ +1 2 1+C2+O+C2+1 2 1+C2+0►CZ+1 3 1+C2+0+C2+1 4 1+C1+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+01+0+C2+1 2 1+C2+0+C2+1 3 1+C1+0+C2+1 4 1+C2+0+C2+1 +C2+0+C2+1 4 mmat �,ut 45-1/8' C. %-%-Ys 13.398-14.883 1+C2+O+C2+ 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+62+O+C2+1 4 1+62+0+62+1 4 1+C2+0+62+1 2 1+62+O+C2+1 2 1+C2+O+62+1 3 i+C2+0}62+1 4 1+C2+0+ 1 4 1+C2+0+C2+1 -+/s-% 11.391-12.297 1+C1+i+C 2+1 2 1 +1+C2+1 2 1+C2+1tC2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+CL+1 4 1+C2+1+C2+i 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1tC2+1 4 1+ +C2+1 4 1+C2+1+C2+1 4 47 314' Ya-%-% 12.298-16.558 1+C2+0+C2+1 2 1+C2+ +i 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C2+OfC2+1 4 1+C2t0+C2+1 4 1+C2+OEC2+1 2 1+C2+O+Ct+1 2 1+C2+0}C2+1 3 1+C2+0+62+1 +C2+O+C2+1 4 1+C2+OtC2+1 Custom 11.391 -12.018 1+C2+1+C2+1 2 1+02+i+C2+ i+C2+1+62+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C 2+1 4 1+C2+1+C2+1 2 i+C2+1+C2+i 2 1+C2+1+C1+1 3 1+C2+1+ 1 4 1+C2+1+C 2+1 4 i+C2+1+02+1 4 & 62118" y4-ya-� 12.017-13.397 1+C2+1+C 2+1 2 1+C2+1+C 2+1 2 1 +1+C2+1 3 1+62+1+62+1 4 1+C2+1+C 2+1 4 1+C2+1+C;2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C;2+1+62+1 3 it +C2+1 4 1+C2+1+62+1 4 1+C2+1+62+1 4 N �/s-jl-}� 13.398-17.016 1+C1+0+C2+1 2 1+C2+0+C2+1 2 1+C2+ 1 3 i+C2+0+C2+1 4 1+Cl2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 +(;1+0tC2+1 4 1+62+0+62+1 4 i+C2+0+C2+i 4 m Custom 11.391-13.397 1+C 2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+ 1+C2+1+C2+i 4 1+C 2+1+C2+1 4 1+C2+1+C 2+1 4 1+C2+1+62+1 2 1+62+1+62+1 2 1+62+1+ 3 i+C2+1+62+1 4 1+62+1+C2+1 4 1+C2t1+C2+1 4 Y 13.39$-16.380 i+C2+1+C2+1 2 i+C2+1+C1+1 2 1+C2+1+C2+1 3 1 1+C2+1 4 i+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C1+1+C 2+1 2 1 +62+1 3 i+C2+1+02+1 4 1+C2+i+62+1 4 1+C2t1+t�+i 4 Z 60" Xa %-ya JOU01L "98 - - 16.381-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 i+C2+ +1 4 1+C2+O+C1+1 4 i+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 C2+0+C2+1 3 1+C2+0+C2+1 4 1+62+O+C2+1 4 1+C2+0+62+1 4 Custom 11.391-13.397 i+C2+3+C2+1 2 1+C2+3+C 2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+ 1+62+3+C 2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C 2+3+ 2 1+C2+3+C�+1 3 1+C2+3+62+1 4 i+C2+3+62+1 4 i+C2+3+(�+1 4 U) p 75■ %-y=-y 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+1 3 1+62+2+�+i 4 1 2+62+1 4 1+C 2+2+C2+1 4 1+62+2+C2+1 2 ;1+;R;LC2+1 2 1+C2+2+C�+1 3 1+6x+2+C2+1 4 1+62+2+C,t+1 411+02+2+C2+1 4 0 v- ys-%-% 19.111 -24.641 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+62+1 +1 4 1+C2+1+C2+1 4 1+C2+1+C2+11+C2+1 2 1+C1+1+C2+1 3 1+C2+1+C2+1 4 1+62+1+62+1 4 1+C2+1+62+1 4 custom 18.360-19.397 1+02+3+0 2+1 2 1+C2+3+C2+1 2 i+C2+3+C 2+1 3 i+C2+3+02+1 4 1+C�+S+C2+ +C3+3+CS+1 4 1+C2+3+ 2 1+C2+3+C 2+i 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2t3+C2+1 4 0 N 96" yl-%-y4 19.398-24.380 1+C2+3+C2+1 2 1+C1+3+C1+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 4 1+C2+3+C2+i 4 1+ 3+C3+1 4 1+ C2+1 2 1+C2t3+C2+1 2 1+C2+3+C2+1 3 1+62+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+62+1 4 0 � 0 � p o = 24.381_30,360 1+62+2+C�+1 2 1+C2+2+62+1 2 1+C2+2+G2+i 3 1+C2+2+62+1 4 1+62+2+62+1 4 1+63+2 1 4 +2+C2+1 2 1+C2+2+t�+1 2 1+C�+2+62+1 3 1+62+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Z u- 8 ua�� 120' -�-y *' -30.3 1+C2+3+62+1 2 i+C2+3+t�+1 2 1+62+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C 3 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C 2+3+C2+1 3 1+C2+3+C)2+1 4 1+ 0 (.)4 1+C2+3+62+1 4 W V x '•� W Anchor Group B Anchor Group D Im CD �•'� J +�' 9Ma 35.1/4" - - 11.391 -11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 i+C2+0FC2+1 4 +0+62+1 00 4 1+62+ +1 2 1+C2+O+C2t1 2 1+C2+O+C2+1 3 1+C2+0}C2+1 4 1+C2+O+C2+1 4 1+62+0+C2+i 4 �•., O • • • i 38" �/s-ys-ys 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+i 2 1+C2+0+C2+1 3 1+C2+0+62+1 4 1+C2+0+C2+ 1+02+0+C2+1 4 1+C +0+62+ 1+C2+0+C 2+1 2 i+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C 2+1 4 ss.7 d Z •w i-- la •LL, . -� 11.391-13.397 1+C2+0+C2+1 2 1+02+0+C2+1 2 t+62+0+C2+1 3 1+02+0+C2+1 4 1+C�+ +1 4 1+C2+O+C2+1 4 1+62+0+62+1 2 1+ 0+02+1 2 1+C�+O+C2+1 3 1+C2+O+C2+1 4 1+62+0+62+1 4 1+62+0+62+1 4 see • • • }- ;Q - 13.398-14.863 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+i 3 1+C2+0+C2+1 4 +0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+G2+ +1 2 1+62+0+62+1 3 1+62+0+62+i 4 1+C2+O+C2+1 4 1+C2+Q+C2+1 4 • • • F-- •� •r �_y�_y 11.391-12297 1+62+1+C2t1 2 1+62+1+C�+1 2 1+62+1+C2+1 3 1+62+1+C2+ 1+C2+1+C2+1 4 1+C2+1+C2+1 4 i+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+i+C2+1 4 1+C2+i+C2+1 4 1+C2+1+C2+i 4 ' ® Z .a hays 47314' • • D Z -�-� 12.298-15.668 1+C2t0+C2+i 2 1+62+0+61+1 2 1+62+0+62+i 3 1+62+ +1 4 1+C�+0+62+1 4 1+02+0+C2+1 4 1+62+0+62+1 2 1+62+0+62+1 2 1 O+zi 3 1+CZ+0+62+1 4 1+62+0+Ct+i 4 1+C2+0+62+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1tC2+1 3 i +1+C2+1 4 1+C2+1+t�+i 4 1tC2+1+C2+1 4 1+C2+1+C2t1 2 1+C2+1+62+1 2 1+62+1i 3 1+C2+i+C2+1 4 1+62+i+C2+1 4 1+02+1+C1+1 4 . •�. 52-118" X-ys-y4 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+ 1+C2+1+C2+1 4 1+C 2+1+C2+1 4 1+C2+1+C2+1 4 1+C 2+1+C2+1 2 1+6:2+1+C2+1 2 1+62+1+62+1 +C2+1+62+i 4 1+62+1+C2+i 4 1+C2+1+62+1 4 • • • ® N O %-%-'ys 13.398-17.018 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+ +1 3 i+C2+0+C2+1 4 1+c2+0+C 2+1 4 1+C2+0+C 2+1 4 i+C2+0+C 2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+ C 2+1 4 1+C2+0+C2+1 4 i+C2+0+C2+1 4 • . m Custom 11.391 -13.397 1+02+1+C2+1 2 1+C2+i+62+1 211101+C20 3 1+62+1+C2+1 4 1+C�+1+C2t1 4 1+62+1+C�+1 4 1+C2+1+C2+1 2 1+C2+i+C 2+1 2 1+C2+1+C2+1 3 1+62+1+ 1 4 1+C2+1+C�+i 4 1+C2+1+62+1 4 V w t j t30" %-%s j/ 13.398-16.3$0 i+C2+1+62+1 2 1+C2+1+C2+1 1+C2+i+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+62+1+62+1 +C2+1+62+1 4 1+62+1+62+1 4 cwi a = _ ya-Y.-Y. 16.361 -19.641 1+C2+0+C2+1 2 i+62+ +1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C 2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 211+ 2 1+62+0+62+1 3 1+C2+3+C2+1 4 1+ +C2+i 4 1+C2+3+C2+1 4 sltr1, **Sao sauas Custom 11.391 -13.39? i+62+3+C2+1 2 1+ 3+C2+1 2 1+C2+3+C2+1 3 i+C2+3+C2+i 4 1+C2+3+C2+1 4 1+C2+3+C 2+1 4 i+C2+3+C2+1 2 1+C2+3+C2+1 2 l+C2+3+C2+i 3 1+62+3+62+1 4 1+C2+3+ 1 4 1+62+3+62+1 4 75" y_y,_/ 13.398-19.110 1+C2+2+C2+1 +62+2+62+1 2 1+62+2+62+1 3 1+62+2+C2+1 4 1+62+2+C2+1 4 1+CL+2+C2+1 4 1+C2+2+62+1 2 1+C +2+C2+1 2 i+C2+2+62+1 3 1+62+2+62+1 4 1+62+2+C�+i +C2+2+62+1 4 `�,� \N�\ 0 VNI, %- -� 1$.111 -24.841 1+62+1+ 1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 i+C2+1+C2+1 2 1+62+1+C2+1 2 1+C2+1+C2+1 3 14(2+1+C2+1 4 1+C2+1+C2+1 4 1+ +C2+1 4 ,,,,,• ( � Custom 18.380-19.397 1+ +C2+1 2 i+62+3+C2+1 2 i+C2+3+C2+i 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2t1 4 1+C2+3+C2+1 2 1+02+3+C 2+1 2 1+C2+3+C2+1 3 1+C2+3+62+1 4 1tCt+3+C2+1 4 1+62+3+ 9 4 � � ti�G NSE 'P �■ �_�_� 19.398-24. +(2+3+62+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 i+C2+3+C2+i 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2t1 2 1462+3+62+1 3 1+C2+3+62+1 4 1+C2+3+62+1 4 1+C2+3+62+1 N0.58705 = %-%- 124.361- 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+i 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 211+C2+2+C-+1 3 i+C2+2+C2+i 4 1+C2+2+C2+1 4 1+C2+2+62+1 4 _ 120' Y4-%-Y4 * -30.360 1+C2t3+C1+1 2 1+62+3+a+1 2 1+c2+3+C2+1 3 1462+3+02+1 4 1+C2+3+62+1 4 1+62+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+m+1 2 1+C2+3+C2+i 3 1+C�+3+C2+1 4 1+62+3+C2+1 4 1+62+3+62+1 4 �• SEE TABLE 9 FOR DESIGN PRESSURE " ,p• �7 ;• 4U **MIN.SASH SIZE=WINDOW WIDTH-59.28 NOTES: Max.Anch .C. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT{SEE SHEETS 34� %��` fitOlZ •C�� SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. fiS'S Spacin "Integral- Group E Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fl installation 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. ,2.9° 4u 4)"114-1/2-114"AND'113-113-1I3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E#58705 e TABLE 24: OEM Sash Sash 24"Height 30°Height 3('Height 48'Height 54"Height Or Height 24°Height I 30'Height 36"Height 48'Height 83"Height Coniiguretlon Width Range(in) Head&SIH Head&Sul Head&Suiri .- ri Head&Spi Head&Sillji Head&Sip Head&Sqljil Head&SM Head&Su1 Head&Sill Head&Sul Head&Sul _.� Anchor Group A Anchor Group C Appreved�N lo�aplylag MN4�i 35-U4" %- -�/a 11.391 -11.391 1+C2+0+C2+i 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 gtortds I C 1+C2+0+C2+1 2 1+C2+0+C2+i 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Dam %-%-% 12.308-12.308 NOAH -%-% 11.391 -13.397 1+C2+0+C2+1 2 1+C2+0+C2t1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 him de ad 45411 13.398-14.883 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 i+C2+0+C2+i 4 � %-Yj- �_+y4_� 11.391-12.287 1+C2+1+C2+1 2 1+C2+1+C2t1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C1+1 4 1+C2+1+C2+1 4 47-3/4" 1+C2+0+C2+1 2 1+C2+0+C2+i 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 Y3-%-%% 12.298-15.558 Custom 11.391 -12.018 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 i+G2+1+C2+1 4 1+C2+i+C2+1 4 1+C2+1+C2+1 4 a b2-118' �••�/Z-y 12.017-13.387 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2}1 4 i+C2+1+C1+1 4 Y �a-'/-y4 13.398-17.018 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2t1 4 a m Custom 11.391 -13.397 NotA{IOWBd 1+C2+1+C2+1 2 1+C2+1+C2+1 2 itC2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+ t + + � Y 80" - -� 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 •••• •'r co) as - - 15.361 -19.841 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+.O+C2+1 4% ••• ••• �"' 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 �•• •� i6 Custom 11.391 •13.397 �••• • • � � 106 � 7b" %..�/__� 13.398-18.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 �;•. . alnQ - - 19.111 -24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 i+C2+1+C2+1 4 y� ••• y Custom 18.380-1 9.397 i+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C,2+3+C2+1 4 §A •• • _� 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+Ct2+1 4 1+C2t3+C2+1 4 1+C2+3+C2+1 4 i� A t.,g : b .� 88" -�/x /a 'U y►a_ - 24.361 -30.380 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+2+C2+1 3 1tC2+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+C2t1 4 t •� � .. - , 1+C2+3+C2+i 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1 "t.:. ;` 1+C2+3+C2+i 4 U� XU, 04 co ... Anah up B Anchor Group D m Vt. , •-j J 35-1J4' -�- 11.391 -11. 1 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+ 3 1+ , +O+C2+1 4 1+C2+O+C2+1 4 1+02+0+C2+1 4 1+C2+O+C200 t1 2 1+C2+O+C2+i 2 1+C2+p+C2+1 3 1+C2+O+C1+1 4 1+C2+O+C2+1 4 i+(�+OtC2+1 4 0 Cj p•0 •Q N-, Z OL Z .. LL 12.308-12.308 1+C2+0+C2+1 2 1+C2+O+C2+i 2 1+C2+0+ 1 3 1+ C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 i+C2+O+Ctt1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 I^ W O -�/_% 11.391 -13.397 1+C2+O+C2+1 2 1tC2+0+C2+1 2 1+C2+0 +1 3 1tt�+ ` +1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 J co 45-1!8• �-�-�a 13.396-14.683 1+C2+0+C2+1 2 1+�+O+C2+i 2 1+ +C2+1 3 1+C2+0+ 1 4 itC2+OtC2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 i+�+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1tC2+p+C2+1 4 � 47-314° �_ _� 11.391 -12.297 1+C2+1+02+1 211+ 2 1 +1+C2+1 3 1+02+1+C2+ 4 1+C2+1+C2+1 4 1+C2+1tC2+1 4 1+C2+1+C2+1 211+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2t1+ +i 4 1+C2+1+C2+1 4 -ya-A 12.288-15.558 t+C2+0+C2+1 2 1+C2+0+C2+1 2 , C2+O+C2+i 3 1+C2+0}C2+1 1+C2+OtC2+1 4 1+C2+O+G2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 211+C2+ O+C2+1 3 1+C1+0+C2+1 4 1+Cd+0+C2+1 4 1+C2+O+C2+1 4 Z Custom 11.391 -12.018 1+C2+i+C2+1 2 1+C2+i+C2+1 1+C2+1+C2+1 3 i+C2+1+C2+1 4 +1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 311+02+1+C2+1 4 1+01+1+C2+i 4 1+C2+1+C2+1 4 Cy z �a� x 52-118' %-%-� 12.017-13.397 1+02+1+G2+1 2 1+C2+1+C2 2 1+C2t1+02+1 3 1+C2+1+C2+1 4 1+ t1+C2+1 4 1+C2t1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C1+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2t1 4 1+C2+1+C2+1 4 - 13.398-17.018 1+C2+0+C2+1 2 1+C2+0 1 2 1+C2+0+C2+1 3 1+C2+0+C1+1 4 1+C2+ C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 i+C2+0+C2+1 2 1+C2+0}C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+t 4 1+C2+O+C2+1 4 O N LO m Custom 11.391 -13.397 1+C2+1+C2+1 2 1+02+ +1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+( +1+ t1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+i 4 60" %-'l:-% 13.398-15.3so t+C2+1tC2+1 2 1+ 1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+ 4 1+C2+1+(2+1 4 i+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 i+C2+1+C2+1 4 v Q = _ -j/ 15.381 -19.841 1+C2+0+C2+1 2 1 +0+C2+1 2 1+C2+0+C2+1 3 1tC1+O+C2+1 4 i+C2+0+C2+1 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 elt - saueS Custom 11.391 -13.387 1+C2+3+C2+1 2 +C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2t1 4 1+C2+3+C2+1 4 +C2+3+C2+1 4 1+W+3+C1+•1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 i+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 7b' y-yl-% 13.398-19.110 i+C2+2+C2+1 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+2+C2+i 4 1+C2+2+C2+1 4 1 +2+C2+1 4 1+C2+2+C2+1 2 1+C 2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 \�� LYNN rA��i� -%-y3 18.111 -24.841 1+C2+1+C2 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C,`2+1+C2+1 4 i+C2+1+C2+1 4 1+ 1tC2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 i+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 � pN,.•• , ((F Custom 18.360-19.397 1+C2+3+01+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+ C2+1 4 1+C2+3+C2+1 2 1+C;2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C�+3+C2+1 4 1+C2+3+C2+1 4 C�.•'•�,��ENSF '''•!P 98' Y-3/i% 18.398-24.380 1+C2+ C2+1 2 1+�+3tC2t1 2 i+C2+3+C2+i 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 i+C2+3+ +1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 211+ 3 1+C2+3+C2+1 4 i+C2+3+C2+1 4 1+C2+3+C2+1 4 f ;' i4o•58705 24.381 -30.380 1+C 2+C2+1 2 1+C2+2+C2+1 2 1tC2+2+C2+1 311+02+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2 . 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1tC2+2+C2+1 3 1+C2+2+C2+1 4 1+02+2+C2+1 4 1+02+2+02+1 4 .+ 120• �_3/_ •' -30.380 1 2+3+02+1 2 1+�t3+C2+1 2 1+02+3+C2+1 3 1+02+3+02+1 4 1+02+3+02+1 4 1+02+3+02+1 1+C2t3+C2+1 2 1+C2+3+C2+i 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 l� � SEE TABLE 13 FOR DESIGN PRESSURE �-} • �. TE i •.•��CJ` WINDOW WIDTH-59.28 NOTES: MIN.SASH SIZE= 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). ��'••.,PCORtOP• Cl Max.Anchor O.C. Anchor 2 SASH SIZE IS AS PER THE FIGURES ON SHEETS 648. S, •. .. 1,56 ,. Spacing for"integral- �O1J�F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �S'/�� 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. LYNN MILLER,P.E.INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A Fin" Installation 4" 4)°114-112-114"AND-1!3-113-1rX A.IN THE ADJACENT COLUMN. 'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P"58705 f TABLE 2 . TABLE Types Anchor Quanddes for XOX Windows 7&8 NCnlu Sash 24`Height 30"Height 36"HeIght 48'Height 5C Height 57 Height 24`Height 30`Height ' 36'Helght 48"Height 54'Height 63"Height W�Ith n n n a o ,n3 1 Al Al o n Reim Learel a Qn) Head&Sip Hand&SAI Head&SUI Heed&SIA Head&S41 Head&841 Head&SUI Head&SUI Hem&SUI i Head&Sin Need&Sill Head&SAI00000 Ra Anchor Group A Anchor Group C Approva4 as oom*I*g wN>;6, r 1+C2+O+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2ti 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+( . 2+1 4 F aldt Cu 11.391-11.391 3g° �s-�.j/ 12.306-12.308 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 +O+C2+1 4 tlbpA# t + 11.391-13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+ 1+C2+0+C2+1 4 i °Prod-�C 451/8" �-�-/ %.%.%, 13.398-14.683 1+G2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 '1+C2+ +1 4 1+C2+0+C2+1 4 W %-%-% 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1 +1+C2+1 4 1+C2+1+C2+1 4 47-3t4' 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+ 1+C2+0+C2+1 a 1+C2+0+C2+1 4 �-�-'� 12.298-15.558 Custom 11.391-12.016 1+C2+1+C2+1 2 1+G2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+ 1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 a dd 52118 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+ +1+C2+1 4 1+C2+1+C2+1 4 1+(2+1+C2+1 4 13.398-17.018 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+ < 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 °C M Custom 11.391-13.397 Not d 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1 t1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 •••• r f 9 6o` Ys-'/z-y4 13.398-15.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+ 1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+02+1+02+1 4t 3%- - 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 +C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 ' : .. . ` Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+ 1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 ••• : ••• C •0 :9 75' Y4-%-% 13.398-19.110 1+C2+2+C2+1 2 1+ +C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 411+(2+2+C2+1 4 '�'•• .... elea ;0 •G Ys-'JG-/a 19.111-24.641 1+C2+1+C2t1 +C2+1+C2+1 2 1+C2+1+02+1 3 1+C2+i+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 • �.... • Custom 18.360-19.397 1+C2+3+ 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 . . •� •� 98` Y4-%-% 19.396-24.360 1+ +C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+q+1 4 WO•J N J•'o• Usem 02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3.+2+C3+1 4 =; � LL V_ ••• :M 24.361-30.360 � r 120° YIYI--% -30.360 1+C2+3+ +1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 U • W • Anchor Group B Anchor Group D �•;'r m C}•!7!•J ma ■ + + + + + + + + + + + t + + + + t t + + + + on (j Y0•� •m CD 35-1!4 �-�-/s 11.391-11.391 1 C2+O+C2+1 2 1 C2+O+C2+1 2 1 C2+O+C2+1 3 1+02+0+02 1 4 1 C2 O+C2 1 4 0 C2 1 4 1 C2 +1 2 1 C2 O+C2+1 2 1 C2 O+C2+1 3 1+C2t0+CZ+1 4 1 C2 0 C2 1 4 1+C� O+C2 1 4 + + + + + + + + + + + + + + + t + o � 0- Z 38 %-%.% 12.308-12.308 1 C2+0+C2+1 2 1 C2 O+C2 1 2 1 C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+ 4 1 C2 O+C2 1 4 1 C2+0+C2 1 C2 0 C2 1 2 1 C2 0+C2+1 3 1 C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 �-' LL j-%_X 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2 +1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1 +0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 41 J 45-118' %s %.% 13.398-14.883 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+ '"` +1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 �.._ O -�/s-% 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+ 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+"" 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+(2+1+C2+1 4 ® `� Z (Y 4714` i - 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2t1 3 1+C2+ 2+1 4 1+C2+O+C2+1 4 1+02+0+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 +O+CZ+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 a 1+C2+O+C2+1 4 _ •-1 /s-/s ys Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 +1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+`` +1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 C Z r � Zai°'s Is521/8" Y4-%-% 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+ 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+i+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+ 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Q Y ys-%-% 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+ +1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+o+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 +O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 O = N D _ Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 +1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1tC2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+ +1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 (,) W 8O' r 13.398-15.380 1+C2+1+C2+1 2 1+C2+1+C2+ 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1tC2+ 1+C2+1+C2+1 4 1+C2+1+C2+1 4 v _ r %-%.% 15.381 -19.841 1+C2+0+C2+1 2 1+02+ 1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2t0+C2+1 4 +O+C2+1 4 1+C2+0+C2+1 4 = Custom 11.391-13.397 1 C2+3+C2+1 2 1 3 C2 1 2 1 C2 3 C2 1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 t C2 3 C2 1 4 1 C2 3 C2 1 2 1 C2 3 C2+1 2 1 C2 3+C2 1 3 1 C2 3 C2+1 4 1 C2+ 2+1 4 1+C2+3 C2 1 41 eta±! '0900 sagas + t t t t t + t + fi t + t + + + + t t + + t t t t t + + 75` %-%-% 13.398-19.110 1+C2+2+C2+1 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2 1+C2+2+02+1 a -�/-� 19.111-24.841 1+C2+1 1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+14C2+1 4 1+C2+1+C2+1 4 +1+02+1 4 `\��P�•1� �;YN M7�� i Custom 18.36()-19.397 1+ +C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+03+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+G2+~. 2+1 4 ��. ��GENSF •., �: 96" - 19.398-24. +C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+ +C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2 4 y�� •'•, 24.381- 380 102+2+C2+1 2 1+C2+2+02 1 2 1+02+2+C2 1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1402+2+C2+1 4 N0.58705 - '/s-%-'/s + + + 120" X-%-X ' -30.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+03+3+C3+1 4 1+02+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+02+3+02+1 4 1+C2+3+02+1 4 SEE TABLE 14 FOR DESIGN PRESSURE �J r7 �!9 ;•'�� ,,. WINDOW WIDTH-59.28 0 '•, o MIN.SASH SIZE= NOTES: ilT D . \� ` Max Anch C Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4�SASH SIZE IS AS PER THE ., • .' N •' FIGURES ON SHEETSSS Spacin "Integral- arOt�p 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. f 9/ONAV, ` 3)SEE SHEET 9 FOR A GUIDE"TO USING THESE TABLE& ►t t I t I i t 1 ' F.- lnsteilatiOn 3.r a)"1/4.112.1/4"AND"113-113-1/3'INDICATE THAT CHOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH"{DTH RANGE A.LYNN MILLER.P.E. IN THE ADJACENT COLUMN. *CUSTOM°INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#58705 E 26: i3lass Anchor Quanddes tar XOX Windows 10-12 Sash 24"HeIght 30"Height 38"Height 48 Height 64"Height 83"Height 24"Height 30"Height 38"Height 48"HeW 54"Hetght 83"Height h C0� WdM Range(In) Head&Sip Head&SUI Head&SMill Head&SID Head&Sill Head&SAI Head&$UI11 Head&SAI Head&SIU Head&Sf lIII Head&Sip Head&SIU Re1nL LORI ' Anchor Group A Anchor Group C 35-1t4" -�/s- 11.391 - �1 i+C2+0+C2+1 2 1+(2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" y,-R-Ys 12.306.12. 1+C2+O+C2+121+C2+O+C2+1 21+C2+0+C2+1 31+02+0+C2+1 41+C2+0+C2+141+C2+0+C1+14 ! a9to�epAhS+rlE��iti -'/_-� 11.391 -13.397 - 1+02+0+0,1•+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+02+0+C2+! 4 1+C2+0+(2+1 4 1+C3+O+q+! 4 48-118" i+C2+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+(2+O+C2+1 4 1+C2+O+C2+1 4 1+q+0+ 4 �-�/a-� 13.398-14.883 rb X-%a-X 11.391 -12.297 1+G2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 i+C2+0+C2+1 4 1+C3+0+C3+1 4 1403 +1 4 47-3/4` 1+C2+0+C1+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+q+0+C3+1 4 00.00 4 �'- �-j/e-� 12.298-15.558 Custom 11.391 -12.0!8 1+C2+0+C2+1 2 1+C2+0+q+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+q - 4 1+C3+�+0+C3+1 4 . 52-118" %-%t-% 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C3+0+C3+1 4 1+q+ 1 4 1+C3+0+q+1 4 X%-)/-Y4 13.398-17.018 l+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 +O+q+1 4 1+q+0+C3+1 4 Custom !1.398-13.397 1+C2+2+Cl2+1 2 1+C2+2+C2+i 2 1+C2+2+(2+1 3 1+02+2+01 1+q+2+C3+1 4 1+q+2+CS+1 4 Custom 13.398-15.380 Wed 1+02+1+02+1 2 1+C2+Z+C2+1 2 1+C2+2+C.1+1 3 1+C2+ 0 4 1+C3+2+q+1 4 1+q+2+q+1 4 3�- 15.381 -19.841 1+C2+0+C1+1 2 1+C2+0+C2+1 2 1+C2+O+C2+! 3 Ci+1 4 1+C3+O+q+! 4 1+C4+0+C4+1 4 >n Y Custom 18.391 -83.397 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+ 1+C2+3+02+1 4 1+C3+3+q+1 4 1+q+3+gt1 4 i+C2+2+C2+1 2 1+C2+2+C2+1 21+C2t +131+q+3+q+1 4 1+q+3+C3+1 4 1+C4+3+C4+14 75" �-34-ass 13.398-19.'110 : •• 1+C2+0+C2+1 2 1+C2+0+t2+1 2 +0+03+1 3 1+C3+O+C3+1 4 1+C4+0+04+! 4 1+C4+0+04+1 4 • • •CD %-%a-% 19.118 -24. Soo: •• • • � �• Custom 17.841 -19.397 1+02+3+C1+1 2 1+C2+3+C2+ 1+C2+3+C2+1 3 1+q+4+q+1 4 1+q+4+q+1 4 1+C4+4+C4+1 4 6:.. • Q 98' %- -� 19.388-24.380 1+C2+3+C2+1 2 1+C2+ +1 2 1+C2+3+C2+! 3 1+C3+4+C3+1 4 1+C3+4+q+1 411+04+4+C4+1 4 •'� s&••• tQO } ti• '/�-jh-3� 24.389 -31.841 1+C2+2+C2+1 2 2 +2+02+2 2 2+C2+2+C2+2 3 2+C3+3+C 3+2 4 2+03+3tq+2 4 2+C4+3+CA+2 4 a X. "0493. - a - - 29.641 -32515 2+C2+3+t2+ 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+4+C3+2 4 2+C3+4+q+ 4 2+C4+4+C4+ 4 � 0 4j ; dr@. 120" 2+C2+ + 2 2+C2+3+C 2+2 2 2+C2+3+C2+2 3 2+q+3+C3+ 4 2+C4+3+C4 4 2+C4+3+04+ 4 ,�7� . � �% a uano rp -� - 32.518-39.841 140' Custom �* -39.841 3+02+2 2 2+C2+3+02+2 2 2+C2+3+C2+ 3 2+q+4+qt2 412+0444+C4+9 4 2+04+4+CA+2 4 V X At�� ••• Uj Anchor Group B Anchor Group D �, � W 0 OMo 35-1t4' �-%-Ys 11.391 -11.391 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+0.2+0+02+1 3 1+t2+0+C2+1 4 1+C2+O+C2+1 411+ C1+0+ 4 1+01+0+ 2 1+C2+O+C.2+! 2 1+C2+O+C1+1 3 1+C2+O+Ct+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 0 0 �(� ap 3&' Y3-N-36 12.308-12308 1+C2+0+C2+1 2 1+C2+0+{2+1 2 1+C2+0+C2+1 3 1+C2+0+q+1 4 1+C2+0+C2+1 4 �1+ C2+1 4 1+02+0+02+1 +q+0+C2t1 2 1+02+0+02+1 3 1+C2+ptt�+1 4 1+C2+0+01+1 4 1+C2+O+C2+1 4 pZD- ZW LL X-%-y 11.391 -13.397 t+C2+0+C2+1 2 1+C2+0+C1+1 2 1+C2+0+C2+1 3 1+(2+O+C2+4 4 1+C3+0+q+1 q+O+C3+1 4 1+C2+O+C2+1 2 1+ C2+1 2 1+C2+0+C2+1 3 1+C2+0+C1+1 4 1+C2+0+C2+1 4 i+C3+0+q+1 4 0 45-118' --1 to �-%3� 13.398-84.683 1+C2+O+C2+1 2 1+C2+O+t�+i 2 1+C2+O+C1+1 3 1+t�+0+C2+1 4 1+CN2+p+ 4 1+09+0+03+1 4 1+C2+O+CZ+i 2 i+C2+0+' 1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+i 4 1+03+0+03+1 4 Y4-%-Y 11.391 -12297 1+C2+O+C2+! 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+ +q+1 4 1+C3+0+C3+! 4 1+02+0+C2+1 2 1+C2+0+C1+1 +C2+0+t2+1 3 1+C2+0+01+1 4 1+C3+0+C3+1 4 1+C3+0+C3+14 0 47-314" a {l1 %- -3� !2.288-15.568 1+C2+O+C2+1 2 8+02+0+C2+1 2 1+C2+O+C2+i 3 1+C1+O+G2+8 q+0+03+1 4 8+C3+O+C3+1 4 lfC2+0+02+1 2 1+(;1+QtC2+1 2 i+ O+C2+1 3 1+C2+0+C1+1 4 i+C3+O+q+1 4 1+C3+O+q+1 4 Custom 11.391 -12.018 1+C2+0+C2+1 2 1+C2+0+C1+1 2 1+C2+0+C2+1 3 1+C3+0+ 4 1+C3+O+C3+1 4 1+q+0+q+1 4 1+C2+0+C2+1 2 l+C2+0+C2+1 2 1+C2+ +1 3 1+q+0+q+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Z 52 U8" Y4-3/-� 12017-13.397 1+(�+O+C2+! 2 1+C2+O+C2+1 2 1+C2+0K�+1 3 1+ C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C2+O+C2+1 2 1+C2t0+C2+1 2 1+C2+0+C2+ 1+q+0+C3+1 4 1+C3t0+C3+1 4 1+C3+0+C3+! 4 �as 13.398-17.018 1+02+0+02+1 2 1+02+0+02+1 2 1+02+0+02+1 3 O+C3+1 4 1+C3+0+q+1 4 i+C3+0+C3+1 4 l+C2tO+C2+1 2 1+02+O+t�+1 2 1+02+0+02+1 3 1 0+t2t1 4 1+C3+p+q+1 4 1+C3+O+q+1 4 d Custom 11.391 -13.397 i+C2+2+C2+1 2 1+C2+2+C1+1 2 1+02+2+ 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C1+2+C2+1 2 1+C2+2+C2+1 2 1+01+2+a+1 3 1+C2+2 +1 4 1+q+2+q+1 4 1+q+2+03+1 4 O = N LO 8O' y4-y2-y4 13.308-15.380 1+01+2+02+1 2 1+C2+2+C2+1 2 1+C +1 3 1+C2+2+C2+1 4 1+q+2+C3+1 4 1+q+2+q+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 3 1+C2+1+C2+ 1+q+1tC3+1 4 1+C3+1+C3+i 4 O t�} -%- 15.361-19.841 1+02+0+02+1 2 1+02+O+t�+1 2 +0+01+1 3 1+q+0+03+1 4 1+q+0+q+1 4 1+C4+0+C4+1 4 i+C2+0+C2+1 2 1+C2+0+C2+i 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 - �+O+C3+1 4 1+C4+0+04+1 4 Q = �_ Cfistom 11.391 -13.397 1+C2+3+02+1 2 1+C2+3+ 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+q+3+C3+1 4 1+q+3+C3+1 4 1+C2+2+C�+1 2 i+C2+2+02+1 2 1+G2+3+02+1 3 1+C2+3+Ct+i 4 1+C3+` t1 4 1+G3+3+C3+1 4 arlO ash s + + + + +1 1+q+3+C,3+1 4 1+CA+3+04+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+1 3 1+C3+2+C3+1 4 l+C3+2+q+ 1+04+2+04+1 4 75" Y4-)/-Y4 13.398-19.110 1+C2+2+C2+i 2 1+C2+ +1 2 1+C2+3+C2 1 3 1 C3 3 C3 4 33-ys-% !9.111-24.841 1+C2+0+C2+1 2 +p+C2+1 2 1tC3+O+q+1 3 1+q+0+C3+1 4 1+04+0+04+1 4 1+04+0+C4+1 4 1+C2+0+C2+1 211 2 1+q+0+C3+1 3 1+03+0+q+i 4 1+C4+OtC4+1 4 +O+CA+1 4 Custom 17.841 -19.397 1+C2+3+02+ 1+C2+3+C2+1 2 1+C2+4+C1+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+G4+4+C4+1 4 1+C2+3+C2+1 211+02+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+q+1 4 1+C3+4+C3+1 4 1+G4+ +1 4 �� 0��.LYNN Mid -�-� 19.393-24.3 1+02+ +1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 i+C3+4+C3+1 4 1+CA+4+C4+i 4 1+C2+2+G2+! 2 1+C2+3+C2+1 2 i+C2+3+C2+1 3 1+q+3+C3+1 4 1+C3+3+03+1 4 1+C4+3+C4t -�Q��.•' �,tGENS�r'•.��'.p��' %r- -%s 24.381 -31.848 - +2+02+2 2 2+02+3+02+ 2 2+02+3+01+2 3 2+q+3+C3+ 4 2+C3+3+q+2 4 2+04+3+04+2 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+q+2+C3+1 4 1+C4+2+04+1 4 No.58705 - .� 29.841 -32. - 2+C2+3+02+2 2 2+02+3+02+ 2 2+C2+4+C2+2 3 2+C3+4+q+2 4 2+C3+4+q+ 412+04+4+C4+1 4 2+C2+3+02+2 2 2+C2+3+C2+2 2 2+02+3++2+2 32+03+4+C3+2 4 2+03+4+C3+ 4 2+Cr4t4+C4+ 4 120' " -p %- -°/s 32.51 841 2+C2+3+C2t2 2 2+C2+3+( +2 2 2+C2+3tC2+2 3 2+q+4+C3+2 4 2+C4+4+CAt2 42+05+4+05+ 4 2+C2+2+C2+2 2 2+C2+3+01+ 2 2+C2+3+02+ 3 2+03+3+q+ 4 2+C4+3+04+ 4 2+CA+3+04+2 4 _ S 140r Custom -39.841 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+4+C2+2 3 2+q+4+C3+2 4 2+04+4+C4+ 4 2+CS+4+C5+2 4 2+Ct+3+C2+ 2 2+CZ+3+02+2 2 2+C2+3+0x+ 3 2+03+4+q+2 4 2+04+4+CA+2 4 2+C.4+4+C4+ 4 S �i t�� NOTES SEE TABLE 15 FOR DESIGN PRESSURE 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT{SEE SHEETS 3-41 '�� OR{b�;.•' �� GLASS i 0-12&14-16 '"MIN.SASH SIZE= WINDOW WIDTH-60.72 2)F R SIZES NOT SHOWN, OUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. //H SIZE IS AS PER THE FIGURES ON SHEETS". /�Ss��I I I MAY E USED WITH 2 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. J NEL OR INTEGRAL 4)-114-1t2-114"AND"113-1/3-183"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN#58705,P. • FRAMES IN THE ADJACENT COLUMN. "CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. 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Z W 45-1J8" LL Y4- Y4 11.391 -13.397 1+C2+0+C 2+1 2 1402+0+02+1 2 1+02+0+02+1 3 1+03+0+03+1 4 1+t +O+C3+1 4 1 C4+1 4 1+C2+0+C2+1 2 1+ +Ca+1 2 1+02+0+02+1 3 1+03+0+q+1 4 1+p+0+03+1 4 1+04+0+04+1 4 O Ya-Ys-Ys 13.398.14.863 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+ ! 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 _ J CO 47-314' Y4-%-Y4 11.391 -12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C 3+1 4 1+C3+0+ 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 . +C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C:4+1 4 I- Q v- 47-&40 % 12298-15.558 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C 3+0+C3+1 4 �1+ C +1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+ C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 Z ioew Custom 11.391 -12018 1+C 2+0+C2+1 2 1+C2+0+(2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 0+04+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+Cd+0+C2+1 2 1+C3+0+ 1 3 1+C3+0+C3+1 4 1+C4+0+04+1 4 1+04+0+04+1 4 62-118" Ys- 12.017-13.397 1+02+0+(`,2+1 2 1+C2+0+02+1 2 1+C3+0+03+1 3 1+C�+0 4 1+C4+0+C4+1 4 1+(4+0+04+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 +C3+O+CS+i 4 1+C4+0+04+1 4 1+C4+0+C4+1 4 Z Ya-}/a-� 1&398 398-17.018 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C3+0+C 3+1 3 1 1 4 1+C4+0+C4+1 4 1+04+0+C4+1 4 1+C2+0+C 2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1Was- + +C3+1 4 1+CA+0+C4+1 4 1+C4+0+04+1 4 Z C> Custom 11.391 -13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 2+03+1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 1+02+2+C2+1 2 1+(2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+ 1 4 1+C3+2+C3+1 4 1+CA+2+CA+1 4 O = N LO V- 80r -j/ 13:398.15.360 1+C2+2+C2+1 21+C2+2+C2+1 21+C2+2+C2 1+C3+2+C3+1 41+C3+2+C3+1 41+04+2+C4+14 1+C2+1+C2+1 21+C2+1+C2+1 21+C2+1+C2+131+C3+1+C3+1 +03+1+C3+1 411+C4+1+04+1 4_ Y-Ya-% 15.361 -19.841 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+ 1 3 1+04+0+04+1 4 1+C4+0+04+1 4 1+C5+O+C5+1 4 1+C2+0+C2+'i 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+04+1 4 1+ C4+1 4 1+C5+0+C5+1 4 ZZ _ Custom 11.391 -!3.397 1+(2+3+C2+1 2 1401+3+C�+1 2 +3+C2+1 3 1+CS+3+C3+1 4 1+C4+3+04+1 4 1+04+3+04+1 4 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+•3+C3+1 4 1+G4+3t 1 4 1+04+3+C4+1 4 75" Y-%-Ya 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+ 1+C2+3+02+1 3 1+C3+3+q+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C4+2+C4+1 +C4+2+(4+1 4 aAlt 'assQ se, %-Y-% 19111 -24.841 1+C2+0+C2+1 2 1+03+ 1 2 1+C3+0+C3+1 3 1+04+0+04+1 4 1+C5+O+C5+1 4 1+C5+0+C5+1 4 1+C2+0+C2+1 2 1+C3+O+C3+1 2 1+C3+0+C3+1 3 l+C4+0+C4+1 4 1+C5+0+C6+! 4 �1+ 05+1 4 `vvv Custom 17.641 -19.397 1+02+3+02+1 2 1 +3+02+1 2 1+02+4+C2+1 3 1+03+4+C3+1 411+04+4+C4+1 4 1+04+4+04+1 4 1+02+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+02+1 3 1+q+4+t +1 4 1+C4+4+CA+1 4 CA+ 1 4 �`yt�('`QN.. LY�� g� -Yz-Y4 19.396-24.380 1+C2+3+C2+ 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+014+4+04+1 4 1+C4+4+C4+1 4 1+C4+3404+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+CA+3+CA+1 4 1+04+3+C4+1 4 1+04+3+04+1 y,.-' v.ICEft';-.. 24.361 .31.641 2+C2+2 +2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+04+2 4 2+C4+3+C4+2 4 i+C4+2+04+1 4 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C4+2+04+1 4 1+04+2+C4+1 4 1+C4+2+C4+1 4 120" -/s-Y 29.641 -32.516 2+ 3+02+2 2 2+C2+3+02+ 2 2+C2+4+C2+2 3 2+04+4+04+2 4 2+04+4+C4+2 4 2+04+4+C4+2 4 2+C2+3+C2+ 2 2+C2+3+C2+2 2 2+C2+3+C2+ 312+C4+4+04+2 4 2+C4+4+Ci4+2 412+C4+3+04+2 4 N� 58705 %-Ya-% 32.516-39. +C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+4+C4+2 4 2+04+4+C4+ 4 2+C4+3+04+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C4+3+C4+2 4 2+04+3+C4+2 4 2404+2+04+2 4 't7 140' Custom N .841 +C2+3+C +2 212+C2+3+C2+ 2 2+C2+4+C2+2 3 2+04+4+04+ 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 2+C2+3+C2+2 2 2+C2+3+02+2 2 2+C2+3+C2+ 3 2+CA+4+C4+2 4 2+C4+4+04+2 4 2+C4+3+04+ 4 /-r NOTES: SEE TABLE 16 FOR DESIGN PRESSURE • S'A E O •'. �� ' 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). %�t�1S'•• , IDA••'•G\� WINDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. GLAINOT PES 1 &14-16 "MIN.SASH SIZE= 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.MAYB ED WITH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES.OR INTEGRAL. 4)-1/4-1/2-1/4'AND°113-113-113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. S IN THE ADJACENT COLUMN. "CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P,E.#59705 TABLE 28: Bill of Material 3.500° 3.500' �� 3.500" 3.500' # Part Deadptlon Material �..- .062- .052° I �{--- .ow -•-��•-- .0o2° 1 820121 From Head,Sip and Jambs-J-Channel PVC 2 620122 Frame Head,Sill and Jamb-Flange PVC j 3 820123 Frame Head,SM and Jambs-Fin PVC 4 620124 Frame Head,Sill and Jambs-Equal Leg PVC 2.445" 2.445' 2.445° 2.445• 13 1 620172 Anti-Lift Insert I Tdm Cover PVC 141 620131 Fixed Meeting Rail PVC 161 620158 Track Insert 608:1 T8 Ai ffL 16 820129 Sash Rail(Sides,Top&Bottom) PVC `� o W 820186 Monorail 6063 T6 Al •625° J-CHANNEL •625" O FLANGE FRAME FIN FRAMEEQUAL LEG FRAME 19 820158 Pun Ran interlock 1 TB AI 1.375 FRAM&SEHEAD,SILL O JAMBS HEAD,SILL& 1.37 0 HEAD,SILL& 01 AMB ,SILL& JS 20 620144 Pun Rall Interlock Cover PVC 21 620150 Light Sash Reinforcement 6063 T8 AI 22 620151 Standard Sash Reinforcement 6063 T6 Al 1.872" - 1.541" 23 620152 HD Sash Reinforcement 6063 76 Al 24 620153 Standard Meeting Rail ReInbrcement 8005 T5 AI 1.5b7° "°{ 1.43r o T 2.100" 2.17 •• 251 620154 HD Meeting Rag Reinibroement 6005 T5 Al 1.630° T " .... .•• • 8005 T5 Al .065° 1.375 • • 26 820155 H.D.Horiz.Roller Meeting Rail Reirr�roement .772 o a � 1.020 •59b" 0000 • : �• ,'•411i'••:• 27 71OX114PPA 810 x 1-114 PH.PH SDS(Monorail Screw 41088 .070" • ....: 28 61844 Weatherstrip,.187°x.270°Fin Re -ow -.. 1.231" }-•- A60° --�-� 1.000. {-�-- .... •••• • 29 61719 Weathomtri , .1ST x.220'Pol Pne LIFT RAIL •B1FT RAIL•••• 00000 ANTI-LIFT INSERT FIXED TRACK 30 #$x 1°Ph.PH SDS(Interlock Mounting Screw) 4108S 13 14 15 18 SASH RAIL 19 INTERLOCK 0� II►!�'ERLO�OK gOTER •"*' 31 78X312PPA #8 x 3-112°Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS &TRIM COVER MEETING RAIL INSERT 321 71669SP Meeting Ran Screw Support Plate 8083 T5 AI 0000" 33 720210 Weep Hole Cover PVC 316" �- .070° 080° 1.100° :...:. ••• 300" 11 34 720187 Installation Screw Hole Plug PVC .864° ,175 0 •••••• 37 720197 Auto Lock C Steel •715" .715° .. •.•. • I�p .754" .750• •••' 36 7201 Sweep Lock Cast Zino -f T ° 39 720196 Auto Lock Cover Assembly Cast Zinc .035" --+0-��j .025" -•-�- (la 1.185 .060" 40 #5 x 1-118"Ph.FH SDS(Auto and Sweep Look Screw) SS LAMI IG EXTRUDED I ROLLED LIGHT SASH t 2�2 STANDARD 41 7202DD Auto and Sweep Lock Keeper Cast Zinc 72 BEADING 81 SCREEN FRAME 82 SCREEN FRAME 21 REINFORCEMENT J REINFORCEMENT 42 76)C34PPA #8 x 3/4°PH. PH SDS(Keeper Screw) SS 43 7612FPTX #6 x 112"FPH Tek(Reinforcement Screw) SS 070° --•-�I-�-r 1.182° }-+- 1.182" �-- 44 Leadstile Top Comer Key Nylon 1.184" '-�- 1 + .070" .084 45 Leadsttle Bottom Comer Key Nylon ° 4B Lockstge Top Comer Key Nylon � .07b° •791° 1A35" 1.041' 1.041" � 14 229° 47 Locketile Bottom Comer Key Nylon 810° -1 j _ 130° .154" 074" 48 720204 Wheel Nylon 150" 11° -o.j 1.340' �••+- --�{ 1.340" �- 72 820135 Lauri.I.G.Bead PVC HD SASH STANDARD HD MEETING HD HR MEETING 74 BaCkbedding,GE 7700 or Dow 791 Snicone �-/ REINFORCEMENT 24 MEETING RAIL 25 RAIL O RAIL 17 MONORAIL 'Approved�3 compl�(tq��rltb IR. 75 71664!5 Setting Block(7!8°x 2"x 118°),85+/-5 dura. EPDM REINFORCEMENT REINFORCEMENT REINFORCEMENT Florida-Huid NOTES: Date ! 76 Super Spacer NCC with Hot Melt Butyl Composite �� Revind Syr. Bate: Revtebm itiOANWel 77 Dwaseal Composite 1)ITEMS#5-12,18, \� ommm �\ . LYNN M�( �i +Nl ori do>E'FoduN C 78 Cardinal k.Edge Spacer ite 35,38,49-71,73&79 \ ,��•4,GE{VSE'•.�F,Q iii ps;t 61011 Rog->brmed Screen Alum ARE NOT USED AND RevJasd try: Bots Revlaron: so ARE NOT PART OF r 81 61012 Extruded Screen Frame Alum THIS APPROVAL. No.58705 82 Extmded Screen Spreader Bar Alum _ " �' 2)PVC BY ROYAL -� •: WINDOW EXTRUSIONS & BOM J ROSOWSKI 83 47042W Screen Comer Key with Pull RkV PVC WINDOW AND DOORTIST VF w= f 84 47041W/CKGLB Screen Comer Key No PuN Ring PVC PROFILES,LTD.,TO %� BELABELED FOR :�7,�� •, fi {, .• ��4 1070 'TECHNOLOGY DRIVE ittrer Bot4s s5 7CASPM Tension spring ss •, • •.,coR�Q,. •' C� .• N. VENICE, FL 34275 HORIZONTAL ROLLER - LM 05/15!15 86 61816C48 Screen Cloth Fiberglass CODE EXTRUDER r"', &/ONAC a�►`��' NOKO I; FL134274 sem 87 61635181614 .140°Screen Spline(Machine/Hand Rolled) Vinyl a Lf 'IBiL'L i�P.e. /�� sheat Broom Iva Rev P.EJ58705 CERT. OF AUTH. #29295 HR-5510 NTS 17 OF 18 MD-HR5510•-01 SASH TABLE 21: ` ASSEMBLY Egress Lock BID of Material MITERED FRAME WITH 44 DETAILS 0 # Part# Descdplon Matedal 1 INTERIOR AND EXTERIOR FRAME WELDS 105 100 7MC7024 Muhl-Pdnt Lack Operator Cast Zlnc 42 101 73340 O tar mounting Plate Steel 1s 102 72016 Multipoint Lock Kesel Alunndnum 31 48 ATTACHED TO 103 720214 MuhipoMt Lock Guide Nylon 32 EXTERIOR SASH RAIL 104 220217-221 Tie Bar(Len h Varies Stainless Steel 1 t5;> 105 71024X12HFX #10 x 117'HH MS Stainless Steel 106 78X1FPAX #8 x 1"Ph.FH SMS Stainless Steel 72 x4 107 78Xl6FPTX #8 x314"Ph.FH SDS Stainless Steel 17 ATTACHED TO 103 30 FRAME JAMB 27 -'' EGRESS LOCK 16 N137 DETAILS .... 40 (NOT TO SCALE • •ease• see••. 39 •• • •• as • a•••• • •• •••.•• a8 ,` 83 ORO 42 \,` Geis• • i••G•i 104 •••• •••• • • • • • •••• 87 .� �, •. `'�. OPT.AUTO LOCK o o a o• o • fees* 85 ' 45 `• ATTACHED TO • ed sa c0vfN iax wI**--•• —/ HFRAME JAMB 108 — Aida Ba see** 48 �p Goes• 42 101 - .. a 16 82 OAT. 72 -, -\- ' 38 102 A- X4 `'- a 40 41 - ---`` 47 42 1 OPT.SWEEP LOCK ATTACHED TO f FRAME JAMB ('0 80 OR 81 15 ® 1070 TECHNOLOGY DRIVE MITERED FRAME WITH N. VENICE, FL 34275 INTERIOR AND EXTERIOR FRAME WELDS 100 (941}-480-1600 CERT. OF RUTH. X29298 SCREEN � �`' t�vtlN �'' R�ea are a�a Reyr�: ASSEMBLY ,�;,. ��oN`�........ fi�� I/ DETAILS ,,'? ��'' ' ti�c>±Ns�' Ram ay: nets: 1teNaron: J No.58705 " Dmwn W. Oo 84EXTERIOR FRAME :-c� �:� +� EXPLODED WINDOW VIEW J ROSOWSKI ASSEMBLY - j' sT EO NOTES: DETAILS = %,�� ' •!�'oR�aP •' C��`ti HORIZONTAL ROLLER - LM 05115/15 1}GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. -. �'i sty' ��.`` . IONM- %r1fv1m0*k ScopNTS sh.er: Drowkm No. 2}J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. 1(!L+YidN�¢i�LER��.E. 3}FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 5-8. P.E.#68706 HR-5510 18 OF 18 MD-HR5510-01 JR4r MIAMI-RADE MIAMI-DADE COUNTY ` $ PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE,R) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 REX-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. APPROVAL DOCUMENT:Drawing No.MD-5540.0,titled"Vinyl Fixed Casement Window(LM)",sheets 1 through 13 of 13,prepared by manufacturer,dated 09/09/14 and last revised on 09/14/15,signed and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. 010"IMOWy Limitations: 1. See Fixed Window Design Pressure(DP)tables Vs sizes,glass types,hardware&anchor types in sheets 8 thru . 2. See sheets 5&6 for mulled unit(max.4 windows)using Tube mullion(item#90),max mullion span not to exceed 63"and max DP is limited=70 PSF.Lower design of tube mullion,Fixed windows or Awning windows(under separate approval)or Casement Windows(under separate approval)shall control for entire mulled assembly.Two (2)additional anchors at each mull end are required beside the each individual mulled unit anchorage schedules. 3. Units with Glass types 5,7,9,11,13 and 15 shall not be installed 30 FT above the grade. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved%noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: Tire 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 and consists of this page 1 and evidence pages E-I &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. �`\�`� Page 1 PGT Industries,Inc; NOTICE OF ACCEPTANCE: EVIDENCE SU13AUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.MD-5540.0,titled"Vinyl Fixed Casement Window(LM)",sheets 1 through 13 of 13, prepared by manufacturer,dated 09/09/14 and last revised on 09/14/15,prepared by PGT Industries,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 S)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 series 5520/5420 PVC Fixed Windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No(s).FTL-7897,dated 09/03/2014,signed and sealed by Idalmis Ortega, P.E. Note: This test report was revised on 04/28/15 for sample B-1 &G-1,signed&sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 Along with marked-up drawings and installation diagram of series 5540/5440 Casement Picture windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No(s). FTL-81.28,dated 02/10/2015,signed and sealed by Idalmis Ortega, P.E. 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 Along with marked-up drawings and installation diagram of series 5540/5440 Vinyl Fixed windows w/Tube mullion,prepared by Fenestration Testing Laboratory,Inc.,Test Report No(s). FTL-8174,dated 03131/2015, signed and sealed by Idalmis Ortega,P.E. 4. Additional,Reference test report FTL-8183 per TAS 201,202&203-94,issued by Fenestration Testing lab Ishaq L Chauda,P.E. Product Control Examiner NOA No.15-0415.01 Expiration Date: September 24,2020 Approval Date: September 24,2015 E-1 f - r PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations,comparative analysis and structural analysis dated 04/24/15 and last revised on 09/03/15,complying with FBC-214(5th Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTME-1300-02,04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (Former E.I.DuPont DeNemours&Co.) for the"Butacite®PVB Glass Interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.(Former E.I. DuPont DeNemours&Co.) for the"SentryGIas@(Clear and White)Glass Interlayers",expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for the"White Rigid PVC Exterior Extrusions for Windows and Doors",expiring on 02/28/18. - 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,Plant 13 for the`Bronze and Lighter shades of cap Coated Rigid PVC Exterior Extrusions for Windows and Doors",expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5s' edition)and letter of no financial interest, prepared by PGT, dated 04/10/15,signed acid sealed by Lynn Miller,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal approved dated 09/29/14 and revised on 10/15/14 by Jainie D. Gascon,P.E. • ,�,.�s.S,•V�raK� shad I.Cbanda,P.E. Product Control Examiner NOA No.15-0415.01 Expiration Date: September 24,2020 Approval Date: September 24,2015 ' E-2 IMPACT RATING DESIGN PRESSURE RATING RM Aiiii LARGE&SMALL MISSILE VARIES PER OPTIONS,SEE IMPACT RESISTANT TABLES 4-13,SHEETS 8-12 - MAX BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE} MAX.BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) T B SEE _ � �' ARLES 4-$3 E � 1.25°MAX 7 1 1 6`MAX. D,SEE {�•- MAX O.C.SEE TABLES 4-9 SHEE73 SHEET4 I Approvcd 8s 00AV W wish the ' Florida Iiai ' 3 FOR MASONRY APPLICATIONS IN MIAMI-QADE COUNTY,USE ONLY MIAMI-DADS I I° ° � >E_py •4 } VISIBLE + VISIBLE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS tAad d WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH LIGHT WIDTH MAX.BUCK LIGHT WIDTH Miand p� MIN.KSI PER ANCHOR TYPE. - _ - HEIGHT,SEE -_- - By �- ---}-—- ------ - T(LONGOR3 - ----- - ---�-- 4)ALL WOOD BUCKS LESS THAN 1-1/2°THICK ARE TO BE CONSIDERED 1X / INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO i ` / SHORT SIDE) y i SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112°THICK OR GREATER.IX AND 2X t I, VISIBLE I VISIBLE BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER ALIGHT( A.SEE C LIGHT C.SEE a LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 1 RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). HEIGHT SHEET 3 HEIGHT SHEET 4 a f , ° MAX.BUCK m 5)ANCHOR EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR i ° HEIGHT,SEE a "•' STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. 4 ° INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINC4FLASHING MAX. JAMB O.C. , TABLES R • • '; STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES I (LONG ID •• • •• • AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4-13 MAX O.C. I ° SHORT SIDE} ..; : ••• � ••e • SEE • • , t ° •.• 6 MAX.114"SHIMS ARE REQUIRED A7 EACH ANCHOR LOCATION WHERE THE PRODUCT 13 TABLES ••••G •••• • •b } 4-9 . . . . . . . . ••• ••••• x100 • • NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED _ LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST 6°MAX. -}^� �••+ - " ° '•• 9 ch • • • LOADS IMPOSED ON THEM BY THE WINDOW. D -- 125 MAX. '•"-j ••••* J •;� ; TYP. EQUAL-LEGIBOX& TYP. INTEGRAL FIN &J-CHANNEL ••;O � 000 a . 7)DESIGN PRESSURES: o A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,FRAME FLANGE FRAME(90 CORNERS) FRAME THROUGH CORNERS) V U �•••• Z • ANALYSIS AND GLASS PER ASTM El 300. {ANCHORED THROUGH NAIL FIN) • B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE 1.25°MAX. •••� Z •';' S • m TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM 151300. 6"MAX -►I 1� �} l Z �0 N bESIGNEQ AND SECURED TO RESIST Z LL LL 8)THE ANCHORAGE METHODS SHOWN HAVE BEE W MAX Q 0 THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113% � MAX. `�' O STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 MAX.O.0 \ O.C. `- LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. MAX•O.C.SEE ° r W w ANCHORS THAT COME IN70 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET SEE TABLES ARLES TABLES 4.9 a j TABLES ® W ca ENS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ° L 49 Q � N 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX JAMB O.C. U CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING SEE TABLES VISIBLE W Z 81a�S o JURISDICTION. f VISIBLE OHT 4-9 HEIGHT � Il. 10)REFERENCES:TEST REPORTS FTL-7897,8128,8174;ELCO ULTRACON NOA;ELCO HEIGHT �.1 CRETEFLEX NO&ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD MAX.BUCK r UJ WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL MAX.BUCK HEIGHT,SEE U DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM / HEIGHT,SEE j TABLES 49 �j � p- DESIGN MANUAL TABLES 49 (LONG OR �!1 •�ssp seuaS VISIBLE (LONG OR VISIBLE ° SHORT SIDE) 11)PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA,INC. UGHT WIDTH SHORT SIDE) LIGHT WIDTH ��11 •. t t t � 'LYNN All, 67 MAX :� '� • \GENS GENERAL NOTES................_.......1t. ELEVATIONS...............................1 I 44 - ► 6`MAX. 1.25° h .O.C.SEE TABLES 4-9 . - ►-� �- 125°MAX = N0.58705 .••r� FRAME,GLASS&ANCHOR MAX.O.C. MAX. OPTIONS.............................2 SEE TABLES 4-13 INSTALLATION,FLANGE& VISIBLE LIGHT FORMULAS MAX.BUCK WIDTH SEE TABLES 4.13 MAX SUCK WIDTH SEE TABLES 49 �t, EQUAL LEG••"'•"-•.....•.•..-...3 WIDTH:BUCK WIDTH-6-314" (SHORT OR LONG SIDE} (SHORT OR LONG SIDE) r , ZY CiJ INSTALLATION,INTEGRAL FIN& TYP. INTEGRAL FIN& gyp•' S' T6 F ti HEIGHT:BUCK HEIGHT-6-314" TYP. EQUAL-LEGIBOX& NNz J-CHANNEL.........................4 J-CHANNEL FRAME(CURVED OR %'`c��' •.Fton�a�' •'•6. FRAME ASSEMBLY TUBE..._.......5-6 FLANGE FRAME(CURVED �, ur► ••.... ••• � S/O GLAZING DETAILS.........-.....-......7 OR ANGLED CORNERS) ANGLED CORNERS) ��,� NA- C'•�� " DESIGN PRESSURES.............-..»8-12 (ANCHORED THROUGH NAIL FIN) �f'► 111111 BOM&ASSEMBLY......................13 A.LYNN MILLER,P.E. P.E.#66705 TABLE 1: r Table sheet WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: 7 7/8"Laminated I.G., 1/8"A Exterior Cap+7116"Air Space+5116" Laminated;(2)Lites of 1180 A Glass wfth.090"PVB Interlayer 4 8 � 'o 8 7180 Laminated I.G.:1/S"T Exterior Cap+7116"Air Space+5116'Laminated;(2)Lftes of 118"A Glass with.090"PVB Interlayer 5 8 9 718'Laminated I.G.:3116'A Exterior Cap+318°Air Space+5116"Laminated;(2)Lilies of 118°A Glass with.090°PVB Interlayer 6 9 10 718"Laminated I.G.:3116"T Exterior Cap+318°Air Space+5116'Laminated;(2)Utes of 118"A Glass with.090°PVB Interlayer 6 9 BOX OR 11 1"Laminated I.G.: 1180 T Exterior Cap+7116"Air Space+7116"Laminated;(2)Lftes of 3116"A Glass with.090"PVB Intedayer 7 9 EQUAL ® FLANGE LEO 13 1"Laminated I.G.:3116"T Exterior Cap+30 Air Space+7116"Laminated;(2)Utes of 3116'A Glass vNth.090"PVB Intedayer 9 10 14 10 Laminated I.G.:3/16"A Exterior Cap+318"Air Space+7116"Laminated;(2)Utes of 31160 A Glass with.090'SG Intedayer 10 11 2 15 1"Laminated I.G.:3116"T Exterior Cap+318"Air Space+7116"Laminated; (2)Lues of 3116°A Glass with.090'SG Intedayer 11 11 4 16 1"Laminated I.G.: 118°T Exterior Cap+7/16°Air Space+7118"Laminated;(2)Utes of 3181 H Glass with.09D"SG Interlayer 12 12 17 110 Laminated I.G.:3116'T Exterior Cap+318"Air Space+7116"Laminated;(2)Utes of 3118"H Glass with.0901 SG Intedayer 13 12 °A°=ANNEALED *H"=HEAT STRENGTHENED MIn. Edge Min. 'MIN.OF 3 THREADS °T"=TEMPERED Group Anchor Substrate BEYOND THE METAL •PVB°=.090•BUTACITE®PVB Distance Embedment' SUBSTRATE.FOR BY KURARAY AMERICA,INC. P.T. outhem Pine(SG= .55) 7118 8" STEEL STUDS,MIN "SG°=,090"SENTRYGLAS®INTERLAYER J-CHANNEL INTEGR�IL. "• °•: #10 SMS p Fu=45�' BY KURARAY AMERICA.INC. FIN ° • • • Steel,A36* 318" 0.054 (steel, 18.8 S.S. Steel Stud,A653 Gr. 33* 318" 0.0451"{18 Ga.} °UNOROUTED CMU" •• ••••• or 410 S.S.) 6463-T5* 318" 0.054° VALUES MAYBE GLASS TYPES 14 THROUGH •�• •..• �*000 A P.T.Sout ihnu Pine -T5- 5 7118" 1-318' USED FOR GROUTED 17 MAY NOT BE USED WITH •�� ' "1."" { ) CMU APPLICATIONS. J-CHANNEL OR INTEGRAL 1 • • • • 03 • 3116"steel Ultr = Concrete(min.2.85 ksi) 1' 1-318 • FIN FRAMES. •„ Ungrouted CMU, (ASTM C-0) 2-112' 1-1/41 •� #12 SMS P.T.Southern Pine(SG=0.55) 9116° 1-3/8' GLASS TYPES 7.9.12,814 NOTE,SEE DETAILS AND DIMENSIONS ON SHEET 13 ••"" Steel,A36* 31111! 0.0501 MAY NOT BE USED IN THE • . : • • • B (steel, 18-8 S.S. Steel Stud,A653 Or. 33* 318° 0.0451"(18 Ga.) • HVHZ A13OVE W. '.. :•••• or 410 S.S.) Aluminum,6063-T5* 318' 0.063° - ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN,INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 8-12 1/4"steel Creteltex Concrete(min. 3.35 ksl) 1" 1-314" LONG LONG LONG SHORT I-°----- SIDE---�f f-- =-- SIDE -- }-•— SIDE --•1 -�-{ SIDE N.- Ungrouied Tr— Ile i — — — — 114°etas[Cretelfex P.T.Southern Pine(SG=0.55) 1" 1.3/8" �- 1/4°steel P.T.Southern Pine{SG=0.55) 1" 1-3181 z� I oN i�° - AOuo%,�d Is eomplpiag with D re-Gator Grouted CMU ASTM G90 2" 2° 'n , N w Florida 8 tet �L'adc NOAt!- !_ �_-0 114°steel Cretellex Concrete min.3.35 kel 21/21 v~ 114° LONG LONG LONG LONG LONG t� Miamt Dade f �Caatrot 114"steel Aggre-Gator, Concrete min.3.275 ksi 1-112° 1-318" I""-' SIDE - SIDE �I 1-- SIDE -�1 i-- SIDE �•i h°- SIDE --i x E 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN �Q I o.l I hi_o o�IUs — I 1 w Min. Edge �y �w vzi�' NvziN GroupAnchor Substrate Distance dment* �" N'I <rYNN i E 2112°x.131 on Nail P.T.Southam Pine(SG=.ti5) 2 7/18° L \:��,� .•�GENSF !�� 21/2'Ring-shards Roo fl P.T.Southern Pine(SG=. 318° 2-711(r - ¢r Southiim Pine .55) 112° 1�/8° VINYL FIXED CASEMENT WINDOW NOA(LM) 4 9!9114 } No.58705 #10 Tiashead SMS ' . ° (steel, 18-8 S.S. � �St ' �T; � 0��(a�) � GLASS/ANCHORS/FRAME OPTIONS b� J ROSOWSKI r� •:� G :� t� ' F or 410 S.S.) Steel A36 318 0.050 ° :��}; S Er,C r IL/ P.T.Southam Pine(SG--.W MIN.OF 3 THREADS CERT.OF AUTH.#29296 '� N$ �,�FSS •••. . ��!��\ Alundnum,6063-W 3/8 0,063" BEYOND THE METAL 1070 TECHNOLOGY DRIVE , el, 18$S.S. Steel Stud,Gr.33* 3180 SUBSTRATE.FOR a a POO or 410 S.S.) " STEEL STUDS,MIN N.VENICE, FL 342755 m —'--I o A.LYNN MILLER,P.E. Steel,A38* 318 0. Fun*KSI. (941)-480-1600 PW-55540 NTS y 2 OF 13 o z MD-5540.0 a P.EA58705 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3- ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2,THIS SHEET. OPTION 'I EMBEDMENT 7� EMBEDMENT FRAME INTO 2X WOOD EDGE DISTANCE SHAM 1/4°MAX. FRAME OR BUCKSTRIP. SHIM • ° 2 a -q .' •. SEE NOTE 2,THIS SHEET. e ' ' ••q EDGE " ` < EDGE FLANGE �` EMBEDMENT DISTANCE DISTANCE e d FRAME SHOWN 1"THICK I.G. :�� TYP.ANCHOR TYPE. : . .$ C3 4 TYP.ANCHOR TYPE, --L1/4°MAX.SHIM EMBEDMENT AND EDGE . . EMBEDMENTAND EDGE 2 TYP.ANCHOR TYPE, DISTANCE PER d <. ' •. , ..^d •+ SUBSTRATE,SEEPER EMBEDMENT AND SUBSTRATE• .�4 TABLE 2,SHEET 2. SEE TABLE 2.SHEET 2. EDGE DISTANCE PER a e• SUBSTRATE,SEE A :q; .. Q 7W THICK I.G. O TABLE 2,SHEET 2, o FLANGE EXTERIOR VISIBLE LIGHT WIDTH 7 6EQUAL ••••• a S FRAME SHOWN � LEG160X • • ••••• •••••• NOTES: BUCK WIDTH FRAME •••• i :•• •• •• SHOWN •••••• • •• •••••• 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS • LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-•A •••• • • 71W THICK I.G. AND EDGE DISTANCE LIMITS.ANY INSTALLATION • • •••••• •••• •••• ••••• OPTION SHOWN MAY BE USED ON ANY SIDE OF THE •• • • •••• •• •••• • • WINDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. •••••• ••••o 0000•• • MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 3,SHEET 2. •••.•• • 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS 0 • a • • 0000 0 0 PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 1W MAX. :**See BUCK VISIBLE1-112'THICK ARE TO BE CONSIDERED 1X SHIM ••• •••••LIG • HEIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF #90 OR#12 STEEL 114°MAX SHIM •• • ••• •• • • HEIGHT SMS(Gn SEE UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112°THICK OR TABLE 2,SHEET 2. 1"THICK I.G. GREATER.9X AND 2X BUCKS(WHEN USED)SHALL BE 0 DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Q � 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. FLANGE EQUAL Appcoved w complyft whhtho FRAME LEGIBOX SHOWN FRAME rpaty "J Z loma SHOWN TYP.ANCHOR TYPE, a EXTERIOR Mi*w Dade Pmducl cbm d EXTERIOR EMBEDMENT AND EDGE DISTANCE PER By a SUBSTRATE,SEE INSTALLATION INSTALLATION EQUAL- TABLE 2,SHEET 2. OPTION 4 OPTION 4 LEMOX ANCHORED THROUGH ANCHOREDTHROUGH FRAME 114°MAX.SHIM FRAME INTO METAL FRAME INTO METAL \�� l)`x LYNN ii,/Z� SHOWN `��Z'��`• '4\CENSE . F� i � a � •q..• 9 �, m .{ : No.58705 .. VINYL FIXED CASEMENT WINDOW NOA(LM) g 9/9/14 _ a r . ' ,d• e • q • EMBEDMENT c — ° FLANGE 8� EQUAL-LEG/BOX FRAMES Ilet� J ROSOWSKI , i1 ': U VISIBLE LIGHT FORMULAS q. • INSTALLATION e'• . • . a . ' _ o ® Q �C� ' 74v '� WIDTH:BUCK WIDTH 8-3/4 �, OPTION 2 EDGE DISTANCE HEIGHT:BUCK HEIGHT-6-314" CERT.OF AUTH.#29286 N 't / �cj �� /ONA1- ANCHORED THROUGH 1070 TECHNOLOGY DRIVE ' • FRAME DIRECTLY INTO VERTICAL SECTION B•-B a cc f�' 111111 �� CONCRETFJCMU. N.VENICE, FL 34275 m JiQT� MD-5540.0 A.LYNN MILLER.P.E (941)-480-1600 , y PW-5540 �, NTS 3 O 13 1.9z° REA68705 s INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 • 114'MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN 118'MAX.SHIM IN LATION OPTION 5 EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. I-.-- EDGE DISTAN AN D THROUGH j� FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET. INTEGRAL O 2X WOOD �..� EMBEDMENT �- ( � NOTE 2,THIS SHEET. FRAME OR BU RIP.SEE I I �J NOTE 2,THIS EDGE 1 3 EDGE DISTANCE DISTANCE �� 5 f�Q J-CHANNEL FRAME (� SHOWN �1 „ 1"THICK I.G.MAX.SHIM TYP.ANCHOR . . EMBEDMENT TYPE, Q EMBEDMENT 1 TYP.ANCHOR TYPE,EMBEDMENT AND EDGE D EDGE DISTANCE PER DISTANCE PER TRATE,SEE TABLE 3,SHEET 2. SUBSTRATE, TYP.ANCHOR TYPE, 0 INTEGRAL SEE TABLE 2, 718 THICK I.G. FIN (NAl OWN) " EMBEDMENT AND EDGE SHEET 2. FRAME DISTANCE PER SUBSTRATE, J-CHANNEL EXTERIOR VISIBLE LIGHT WIDT 7 SHOWN SEE TABLE 3,SHEET 2. 6 5 FRAME � (NAIL SHOWl11)•• a a SHOWN 0000 ••••�• NOTES' B DTH `••` i �•• •• •• 0000•• • •• 0000•• 1)USE ONLY SUBSTRATE-AP PRIATE HORIZ AL SECTION C—C 600:00 • 00.0.0 ANCHORS LISTED ON TABLES 2 HEET 2. •.•• •••• • • FOLLOW EMBEDMENT AND EDGE DI CE • ` • • LIMITS.ANY INSTALLATION OPTION SH Y DADE APPROVED MULLION,FBC COMP ALUMINUMISTEEL FRAMING OR STEEL STUD. `••` •••• ••••• 0.000• • • 0000• BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTA SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. • • • • • 718"THICK I.G. 2)MASONRY ANCHORS MAY BE USED INTOWOOD :":•: • • VISIBLE AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS • • •••i• •••••• BUCK LIGHT THAN 1-112'THICK ARE TO BE CONSIDERED 1X ' ' ` :•••• 'P HEIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL #10 OR#12 STEEL 114"MAX. •••• i ••• •• • • HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 114"MAX.SHIM SMS(G5),SEE So 9 WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK `TABLES 2&3, SHIM 1'THICK I.G. OR GREATER.IX AND 2X BUCKS(WHEN USED) 000SHEET 2. �r SHAD.BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. l� a 3)VISIBLE LIGHT WIDTH OR HEI (ALSO Q REFERRED TO AS DAYLIG ENING)IS FIN AND/OR tgltovtd us complying with the MEASURED FROM BEAD TO BEADING. GE MAY BE Flwida B 1 RE DIN-FIELD 3 o NQA6. INTEGRAL.FIN `—' EXTERIOR Mi®niDadcProductCastitol EXTERIOR FRAME SHOWN ID 13V �M � INTEGRAL INSTALLATION OPTION 7 INSTALLATI OPTION 8 .. FIN 114"MAX. INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROU FRAME. \`��i t !t!j�i FRAME SHIM INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2, ET 2. � { LYNN SHOM o ti •��OtiNs� '• FA EDGE m ' No.58705 iC INSTALLATION DISTANCE VISIBLE LIGHT FORMULAS VINYL FIXED CASEMENT WINDOW NOA(LM) a /14 _ OPTION 5 WIDTH.BUCK WIDTH-",V 3 .r y ANCHOREDTHROUGH HEIGHT.BUCK HEIGHT-6-3fa" o J-CHANNEL 8�INTEGRAL FIN FRAMES �� J ROSOW .t. --0 : �=_ 1 Y 1ST:� tcr_ INTEGRAL FIN INTO 2X •- a m l 51 EO- &;: WOOD FRAME OR ® m °a° • '..FCORIDP••' `'�, BUCKSTRIP.SEEN 2, -� EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT CERT.OF AUTH.#29296 a N m ��i �� THIS SH AND EDGE DISTANCE PER 1070 TECHNOLOGY DRIVE a g �f t t + Al, VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 3.SHEET 2. N.VENICE,FL 34275 (SCREW SHOWN) (841)-480-1600 PW5540 NTS N 4 OF 13 Q z° MD-5540.0 a z A L p Tpy P.E. v ILLUSTRATION OF FIXED CASEMENT- ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT (XWO) TO-FIXED CASEMENT (00) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) 554o SERIES (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) AWNING A=63'MAX.FOR FIXED CASEMENT WINDOW A)INDIVIDUAL A-40"MAX.FOR CASEMENT B COMBINED (SILL) 5540 SERIES FIXED CASEMENT COMPONENTS: A)INDIVIDUAL UAL A=8T MAX.FOR AWNING '� COMPONENTS: COMPONENTS: FRAME ASSEMBLY TUBEIMULL 5540 SERIES RTI - SHALLOW,FLUSH CAP AWNING WINDOW SECTION D-D FRAME ASSEMBLY ANCHOR 5540 SERIES WINDOW" �/� A TUBE/MULL FIXED CASEMENT FRAME �� /� 4' MIN.#10 X 314'SMS(� 5540 SERIES h h ASSEMBLY / `� 1TMAX O.C.THROUGH CASEMENT / TUBEIMULL D"' 4a MAX. INSTALLATION HOLES, WINDOW SEE WINDOWS (HEAD) APPROVAL FOR D•-�- ANCHOR INFO. MAXIMUM DESIGN 5540 SERIES \ 127-114"MAX. \\ 127-1/4'MAX. PRESSURE WHEN CASEMENT \ \ W MAXADDITIONAL MULLION USING THE FRAME WINDOW" V ASSEMBLY TUBEIMULL, �/ TANCHOR HIS SHEET E NOTE 2, SEE NOTE 2: / 5540 BEWES +!- 70.4 PSF / E FRAME VERTICAL • : WINAQW •• ASSEMBLYSECTIONE-E •••• (SILM •••• •••.i• 8)COMBINED TUBEIMULL E--�--- / :•• SNiALL�Q�II�FLUSH •; COMPONENTS: • W MAX.,SEE NOTE 2,THIS SHEET 4'MAX ADDITIONAL MULLION ANCHOR 5540 SERIES / EXTERIOR ••• TUB�EMBIIi.:.•• 4'MAX. ^ SEE NOTE 2.THIS SHEET FIXED CASEMENT h • ••0 00,50 • WINDOW •• •• •••.•• 5540 SEI„IES .• ' / �MAX, MIN.#10X314'SMS(x417° •;'; FiXE,Q CA§ ...EMENT WINDOW SEE NOTE 2, MAX O.C.THROUGH $�{ • •• ANCHOR THIS SHEET INSTALLATION HOLES,SEE • WIN ) • • WINDOWS APPROVAL FOR •• i •••• �••••� C C *UNDER SEPARATE APPROVAL ANCHOR INFO. ' • 63"MAX. FRAME ASSEMBLY TUBEIMULL NOTES,ALSO SEE NEXT SHEET: 1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES.ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE,SHAPE,QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 2)ANY 5540-SERIES CASEMENT(UNDER SEPARATE APPROVAL),AWNING(UNDER SEPARATE APPROVAL)OR FIXED CASEMENT WINDOW MAY BE ATTACHED ----- 127-IW MAX. -------.• TO THE FRAME ASSEMBLY TUBEIMULL,IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN.FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE,SIZE AND DESIGN PRESSURE LIMITATIONS.THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBEIMULL APPLIES TO THE ENTIRE ASSEMBLY . ApjuoMed as Wmp)7in8 Wrth the C)HORIZONTAL SECTION C-C: 3)FOR ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON 13 ° SHALLOW,FLUSH CAP THIS SHEET,ON EACH SIDE OF THE FRAME ASSEMBLY TUBEIMULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES.FOR FIN OR J-CHANNEL FRAMES _ HOA# .-p of 5540 SERIES 5540 SERIES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. +Wee ) -S FIXED CASEMENT FIXED 4)FOR FLANGE OR EQUAL-LEGIBOX FRAMES,THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW,AS SHOWN IN DETAILS,WITH MIN.#10 X 1"SHEET By WINDOW CASEMENT METAL SCREWS.USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL,UP TO 17'MAX. WINDOW O.C.,ADD ADDITIONAL ANCHORS AS NEEDED.THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE.ALL EXTERIOR JOINTS TO BE SEALED BY INVALLER LYNIV tip��'�i�i 5)THE FRAME ASSEMBLY TUBEIMULL MAY NOT EXCEED Sr IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS.TWO ADJACENT WINDOWS MAY �� t • , NOT EXCEED A TOTAL OF 127-IW IN WIDTH OR HEIGHT,FROM WINDOW BUCK TO WINDOW BUCK,INCLUDING THE FRAME ASSEMBLY TUBEIMULL WIDTH. �a �,�G-NSF '•.F.� FRAME ASSEMBLY TUBE/MULL MIN.#10 X 314-SMS 17' „ • s`t' No.58705 •' >C DEEP,FLUSH CAP MAX O.C.THROUGH ,� VINYL FIXED CASEMENT WINDOW NOA(LM) g 919114 - INSTALLATION HOLES,SEE c SEE SHEET 6 FOR FRAME EXTERIOR WINDOWS APPROVAL FOR 9 FRAME ASSEMBLY TUBE DETAILS A 1�'� z J ROSOWSKI r_C «► ASSEMBLY TUBEIMULLION .� ANCHOR INFO. ® " o �.. ti ,• St o ��:•< -U ' DETAILS m a o '. • '`t ORION • a�, N CERT.OF AUTH.#28296 N a• s '• 1070 TECHNOLOGY DRIVE a aQ 11 10NAA t�� . N.VENICE, FL 34275 m A LYNN P.E..(941)-480-1600 c EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL.FOR ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES,CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED,TUB MULLION UNDER SEPARATE APPROVAL 1-114° END CAP TO SPAN BOTH INSTALL 11 ADDITIONAL GROUP E 127-114'MAY- WINDOWS, WINDOW AN R WINDOWS,SEAL WITH ANCHORS THROUGH THE END CAP OR -.-� 127-114°MAX. SEE NOTE 2,SHE SILICONE. 7 ADDITIONAL GROUP F ANCHORS. --------^- �Q� 63"MAX. W" ----^--- FIXED FIXED FIXED F 1-114" - ►� 127-114"MAX. 127-114"MAX L FIXED 2 OR MORE WINDOWS VERTICAL FRAME ASSEM TUBEIMUU- (4 WI MAX.} FIXED 127-114° 1-114° MAX. EXTERIOR 27-114"MAX. 255-3/4" a -� A MAX 927-1/4° 63" MAX. MAX. •••• � •.... .... . r ` FIXED 1 , • • • � • AWN' CASEMENT 1 AWN.- 2 OR N114Rg401ND01Ir4S(4%NDOVV a•'• I-�-- 927-V4°MAX. MAXI"TRIHORIZONTAL FRAME; • �B6{tMBLY Tl;BG1M!l�L. ' • 255.314"MAX ,... •••• ••••• 2 OR MORE WINDOWS WITH VERTICAL FRAME •••••• • • ••••• SIDE VIEW ASSEMBLY TUBEIMULL.VARIOUS WINDOW ••0••• •••••0 0.00:0 TYPES AND SIZES(4 WINDOWS MAX.) .....• • •• A=63"MAX t-OR FACED CASIiIAW •*000:•••• 6Q"MAX WR AWq�lWCi 40"MSC.F.019 CASE1t+ NOTES FOR FRAME ASSEMBLY TUBE END CAP: FRAME ASSEMBLYTUBE/MULL i4 �' M :•.••: FRONT VIEW E ASSEMBLY TUBE NOTE: �' '. • • 00 1)APPLIES TO FIN OR J-CHANNEL FRAMES. R - TO SHEET 5 FOR THROUGH-FRAME 1-114" ANCH 2 REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. OR NAIL AND OR SHEET li�d } CHORALE DETAILS TYP.AT ALL F ASSEMBLY TUBE ENDS 3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEET 5. BOTVHOR20NT D VERTICAL 127-114" 255-314* 4)END CAP MAY REQUIRE IN-FIELD TRIMMING.STANDARD LENGTH IS 14°. MAX MAX' / 127-114" / MAX. Appmvedas/ �• Fla de Buildit plying with am Date 1.250" SAWN�\ Miami Dade Phew Com! 2 RE WINDOWS(4 WIN By MAX}WITH _� �_ HORIZONTAL F ` . ASSEMBLY 1.874° �•• 1,874" 221"-�� REMOVE FOR TUBEIMULL VARI NDOW FIN APPLICATIONS TYPES ANDS 10Q" 3250" 375" .62T 4 `yi LYNN �" 1.4Q 06Q" 055" 'UNDER SEP PROVAL �, ,. �,1CtiNSC' •,�.� SHALLOW,FLUSH DEEP,FLUSH „ m CAP,PVC O 91CAP,PVC °�.� , VINYL FIXED CASEMENT WINDOW NOA(LM) 4 9t r No.58705 �r EITHER CAP MAYBE USED TO THE INTERIOR OR EXTERIOR. 93 FRAME ASSEMBLY TUBE FRAME ASSEMBLY TUBE DETAILS B 9,tJ J ROSOWSKI END CAP,PVC a a X z OFRAME LY TUBE M 6005-T5 m '• CERT.OF AUTH.#29296 x aQ ��•''• . .. OP•• t��` N C4 1070 TECHNOLOGY DRIVE m '��`S/aNFli� N.VENICE, FL 34275 a �fnjl`_in'v�l'I �LeR,P.E. (941)-480-1600 • 1 PW-5540 ,� NTS 6 OF 13 4 z MD-5540.0 a P.E.#58705 718"NOM. �--• 7 � 7t8°NOW �-+-- M. �-*—• 5116"A/A PVB 6/16"A/A 5/16"AIA PVB 5116"A! 7116"AIR SPACE AIR SPACE 3/8"AIR SPACE AIR SPACE as a+t� ��h c� 1/8"_A GLASS 118"T_GLASS 3/16"A GLASS 3116"T GLASS I �""�'' C]EXTERIOR GI EXTERIOR G]EXTERIOR C]EXTERIOR # Z DURASEAL., D DURASEAL, D By SUPERSPACER SUPERS PA SUPERSPACER SUPERSPA OR CARDINAL.SPA OR CARDINAL SPACER OR CARDINAL SPACE OR CARDINAL SPACER a GLASS TYPE 7 GLASS 8 GLASS TYPE 9 GLAS PE 10 a N M 1"NOM. + 1'NOKIn NOM. vm - 7/16"AIA P 7/16"A/A PVB 7116"AIA SG •••• ► ... .. p. .. a� b 7/16"AIR SPA n 3/8"AIR SPACE 318"AIR E .... •, Diva • 118"T GLASS ' ... .N a 3116"T GLASS A GLASS ...� ... ,.,• �]EXTERIO �]EXTERIOR EXTERIOR ••••D �'•.• Q Q , �� ••••'7i r • • �••• • DURAS DURASEAL, EAL, •••� V '..' ;z ... SUPERS P ER - 4• � ' " SUPERSPACER SUPERSP ••• b� OR CARDINAL ACE R = � g OR CARDINAL SPACER OR CARDINAL SPACER •d ••• •z 000 GLASS TYP 1 LASS TYPE 13 GLA PE 14 •. z ,--... - ;•• •� ui W �aaas J N 1'NOM. I'NOM. 1"NOM. 0 a ' 112"NOM.GLASS w o .,°F� 7/16"AIA SG 7/16"H/H SG 7/16"H/H SG 76 OR 77 BITE TYP. CO LL Z t� 318"AIR SPACEPACE 3/8"AIR 7 74 � Z 3/16"T GLASS 118"T GLASS 3116"T GLASS U o- < EXTERIOR �]EXTERIOR EXTERIOR attt!I�saa se,.ag DURASEAL, RASEAL, DURASEAL, 78 ``��QN�•INNIV SUPERSPACER SUPERSPACER SUPERS PACER— OR CARDINAL SPACE OR CARDINAL SPACER OR CARDINAL SPACER EXTERIOR �`•' GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 a = "�• No.58705 GLAZING NOTES: = - "A'=ANNEALED 'H"=HEAT STRENGTHENED T . , =TEMPERED ' ., •'• 'E fE "PVW=.09W BUTACITEO PVB GLASS TYPES 14 THROUGH GLASS TYPES 7,8,12,&14 a` . �° i� ••'•.�CORtiOP••'•• �� BY KURARAY AMERICA,INC. 17 MAY NOT BE USED WITH v^ '' `• MAY NOT BE USED IN THE �i� iS SG - 090"SENTRYGLASO INTERLAYER BY KURARAY J-CHANNEL OR INTEGRAL HVHZ ABOVE 3 . TYP. GLAZING DETAIL i��10NA1. AMERICA,INC. • FIN FRAMES • A.LYNN MILLER,P.E. 1)FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. P.EA 58705 ABLE 4: - Window Design Pressure,(+1-pffif) Use l'ist for(mss 7 118"A Cap-Airspace-5116"AIA with PVB Type. Window Long Side pn) TABLE DIMENSIONS MAYBE Dimensions 54 56 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR 18 +/-50 +/-50 +1-50 +/•60 +1-50 +/-50 +1-50 +1-50 +1-50 +!-b0 +1-50 +/-50 HORIZONTALLY AS SHOWN. LONG 20 +1-50 -50 +1-50 +/-50 +/-50 +1.50 +/-50 +1-50 +1-50 +/-50 +J$0 +/-50 Appaa•«. wutplYiug with Up 22 +1-50 +/ +1.50 +1-50 +1-50 +1-50 +1•,50 +1-50 +1-50 +/-50 +1.50 +1-50 f•y- LONG SIDE Flan Bu 1� Date IV • 24 +/-50 +/-50 1-50 +/-50 +/-50 +/-50 +140 +/-60 +1-50 +1-50 +/-50 +1-50 NOAB vl 26 +1.60 +1.50 +/ +1-50 +1-50 +1-60 +1-50 +1-50 +1-50 +/-50 +1-50 1 +1-50 SHORT Mi ProductCbtl�CO( 25 +1-50 +1-50 t1-50 +l-50 +/-60 +1.50 +1.50 +/-50 +J-50 +/-50 +1-50 +1-50 SIDE By J/g 30 +/-50 +1.50 +1-50 + +1-50 +/-50 +1.50 +1-50 +1-50 +1-50 +/-50 SHORT SIDE 32 +1-50 +1-50 +1.50 +/-50 +/-50 +/-50 +/-50 +1-60 +1-50 +1-$0 }� 34 +1.50 +1-60 +1-50 +1-50 +/-50 +1-50 +1-50 +1-50 °C N 36 +1-50 +t•80 +1-50 +1-50 +1-50 +1-50 +/-50 +1-50 ONG SIDE �-{ a 38 +1-50 +1•80 050 +1.50 +1-50 +1-50 Rl 40 +l�0 � +t-50 +1-50 +1-50 +1-50 +lRT 42 +/•80 +1-50 +1-50 +1-50 +J-50 .P.C.SPACING IFANCHtXIIWG MAX.O.C.SPACING IF ANCHORING SIDE LONA THE FRAMEPERSHEETS3&4 THROUGHTHEINTEGRALFINPERSHEET4 SIDE 44 +1-50 +mw +1-50 +1-50 Y 46 +/-50 +1-50 +1-60 APPLIES? ,COR DANCHORS APPLIESTO E OR F ANCHORS 7 ••••• = nab • p) • 48 +1.80 +1-50 (SEE 15° E2) (SEE TABLE 3) ••:a• ti :•••• eto0 ,n •p 51.05 +1-50 p� • SHORT ••• 'a' ••• ,j M g • -4 •••• •ice • SIDE A ' s • (W} ' Z TABLE 5: • •: ir- z • O •FON Window Design Pressure,(+I-psf) UselINS tor�s 8 •• Q •s[• 118"T Cap-Airspace-5116"AIA with PVB TrP� ..,,E••• �(/j OIL Window Long Side on) p Dimensions 60.926 64 66 68 70 74 77 8 64 87 92 8 99 co 32 +1-50 +/-50 +1.50 +/--50 060 +1-50 +1.50 •60 +/-50 +1-50 +1-50 +1.50 +/-50 2 ~ � W 1�4s 34 +1.80 +/-50 +1-50 +1-50 +/-60 0-50 +t +1.50 +/-50 +1.60 +1.50 +1.47.3 + 7 ® N ? N 36 +t-50 +1-50 +1-50 +J-50 +1.60 +1-50 -50 +1.50 +1-50 +1-50 +/-47.5 +/-45.4 +1.44.6 V tl� Z 38 +1-M +1-60 +1.50 +1-50 +1-50 +/-50 +/-50 +/-50 +1-50 +1.49.1 +/-46.1 +1.43.9 a W IX aI°as 40 +1.50 +1-50 +/50 +1.50 +1.60 +/-50 +1-60 +/-50 +/-48.2 +1-45.1 IL 0 O. ,. 42 +1.50 +1-60 +/-50 +1-50 +1.80 +1.50 +1--50 +1.64 +!•49.8 +/-47.4 u- Z 44 +t•8t} +1-50 +1-50 +1-50 + +1.50 +1-50 +1.60 +1.48.9 w z C� " Z w N 46 +1.80 +1.50 +1-50 +1-50 +1.60 +1-50 +1-50 +/-48.8 > Gl 48 +1.80 +/-50 +1-50 +1 +/-50 +/-50 +1-50 and wed samaS 60 +1.50 +1-50 +1-50 4-60 +1.50 +1-50 52 +1�0 +1-50 +l +1-50 +!•80 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING ,,t 1 I 1 I III t/t� THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 NOTES: ��`�Ogx LYNAI 49/��i 64 +/-60 +1-50 -50 +1-60 56 +l-60 +1.60 +1-50 APPLIES TO A,B,C OR D ANCHORS APPLIESTO E OR F ANCHORS 1 j BUCK DIMENSIONS SHOWN. ti•�'��. '•�iCEh!SF'•.�tc,Q��f (SEE TABLE 2) (SEE TABLE 3) / 58 +/{0 2)FOR SIZES NOT SHOWN,ROUND UP TO No. 58705 60.828 +1.60 15° 3.5°FORE ANCHORS,C FOR F ANCHORS NEXT'AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), r + • O- - FIND THE SMALLEST SQUARE WINDOW SIZE IN : �, STA l rJ� •�t11� THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL ,�� 0 ,1 WINDOW WILL COMPLETELY FIT WITHIN. ��(�` ,, Ips'.. VAU • 4000A.OW4 MITER,P.E. P.E:.#58705 BLE 6: • Window Design Pressure,(+I-psf) Usethismie 3116"A Ca -Airspace-6/16"AIA with PVB foram 9&10 3/16"T Ca -Airspace-6116"AIA with PVB Types TABLE DIMENSIONS MAY BE Window Long Side(in) ORIENTED VERTICALLY.OR Dimensions 80. 84 88 88 70 74 77 80 84 87 92 87 g6 HORIZONTALLY AS SHOWN. 32 +14;0 -60 +1-60 +1-50 +1-50 44-50 41dQ +1-60 +t-50 44-50 '+1-50 +1-50 +1.80 LONG SI Appawed uA complying with the 34 44.50 +r +l--50 +1-60 +1-50 +1-50 +1.50 +1-60 +1-60 +1-60 +1-50 +1-50 +1 b0 Florida B I'd �-+-- LONG SIDE 38 +1.60 +i-60 1-SO +i-60 +/-50 +/-50 +1.60 +h60 +t-50 +1.50 +1-60 +t-5D +1.50iaoAe •D 38 41.60 +1-60 + +1-50 +/-60 +/-50 +/-60 +/-60 +1-60 41-60 +1-60 +1.60 '4 SOI 40 +1.60 +1.60 +1-50 +/-60 +1.50 +/-60 +1.60 +1-60 +/-b0 *50 +1-50 SHORT By A5A • �� 42 41-60 +1-60 +/-So 4 +1.60 +1-50 +1-60 +/-60 +/-60 +1-60 ♦ SHORT L SIDE 44 +1.60 +r--60 +1-SQ +1-50 +/-60 +4-50 +1.60 +1-60 +/-50 46 +1-50 +1-60 +1.60 +1-50 +1-60 +1-60 W-60 a N 48 +1.60 +1-60 +1-60 +1-50 +/-60 +t-50 +1.60 NO SIDE N 60 +/•60 +1-60 +1-60 +/-50 +/-60 -fi0 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 62 +/-0 +/-60 +1.60 +1.50 +1-60 a 64 44.60 +4-50 +4-Si0 +1-SQ THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 T LONG 60 SIDE SIDE 643 +1.60 +1.50 +t-60 APPLIES TO A,B,C OR D ANCHORS APPLIES TO E OR F ANCHORS SEE TABLE 3) L- �j •.. N "aa 58 +/�b0 +4.60 11 (SEETABLE2) ( .O`� 15 &S°FOR E ANCHORS,4"f CHORS ••• L7� •• ®0.928 +1-W % ••• 1`O.. a op •D •G SHORT ••• C4 • SIDE "•• �!] TABLE 7: ••• LV $•••• •� .0 o ••. . Window Design Pressure,(+/-Psf) use o=2 1,i •�" 0900 • z N 1/8"T Cap-Airspace-7/16"A/A with PVB Types z p into •ti ••• Window long Side Qn} Dimensions 80.928 84 86 6$ 70 74 77 SQ 87 92 9T 88 •' r z �; ? W• u.. Al 32 +170 +1-70 +t-70 +1.70 +1-70 +/-70 +1-70 -70 TO +170 -� O 34 +170 +1-70 +1-70 +1-70 +170 +1.70 +170 4t +1-70 +1-70 +/-70 +t-7 +1-70 LU t 38 +t 70 +170 +r--70 +1.70 +l 70 +1-70 +/-70 J 70 +/-70 +170 +1-70 +/70 /-70 LU w l�'ts 0 LU 38 +1-70 +1-70 +1-70 +1-70 +170 +1-70 +17 +170 +/-70 +1-70 +1-70 +170 CO 40 +170 +1-70 +1-70 +r--70 +170 +1-70 -70 +170 +1-70 +170 +1--70 to z 42 +170 +1-70 +1-70 +/-70 +1-70 +1-70 +1.70 +1-70 +1-70 +/-70 -1005 44 +1-70 +1-70 +/-70 +1-70 +1-70 0 +1-70 +/70 +1-70 o LL, z to 46 +r 70 +l 70 +1-70 +r-70 +170 +/-70 +1-70 +1-70 ~ O N g 48 +1-70 +/-70 +1-70 +/-70 + +1-70 +/-70 v z w a j 60 +170 +170 +1-70 +1-70 +170 +/-70 > Cl 62 +170 +170 +170 +l- +170 MAX.O.C.SPACING IF ANCHORING MAX O.C.SPACING IF ANCHORING stiff 0900 "Yes THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 64 +170 +/-70 +1-70 1--70 66 +1-70 +170 +1-7 APPLIES TO B,CORDANCHORS APPLIESTOFANCHORS �fl�`{ LYNN (SEE TABLE 2) (SEETABLE3) NOTES: 8$ +174 +/-70 :` \``� u 1)BUCK DIMENSIONS SHOWN. �' F 60.826 +/70NO'Sf310S 2)FOR SIZES NOT SHOWN,ROUND UP TO NEXT AVAILABLE SHORT OR LONG DIMENSION. - 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN STA [ F THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL. '��+1 �LORION •' •.:�� WINDOW WILL COMPLETELY FIT WITHIN. : �,,�+;� - rltl�li� , A.LYNN MILLER,P P.F-#68705 w a TABLE 8: Use this table AtI 8500*' in8 Wltte the Airspace-7116"AIA with PVB ta Gbm 3116°A Cap-AiTYPw: Lvov •a �P alae cmc Wlndo y Long Side(In) TABLE DIMENSIONS MAY BE By�� Dtmenslons 71 73 7b 78 80 85 88 92 86 99 ORIENTED VERTICALLY OR 32 +1--70 +1-70 +/70 +1-70 +1.70 +1-70 +1-70 +/-70 +170 +1-70 +1-70 +170 HORIZONTALLY AS SHOWN. 34 +170 +170 +1-70 +/-70 +1-70 +1-70 +170 +1-70 +1-70 +1-70 +1-70 +170 LONG 36 +1-70 +1-70 +1-70 +170 +170 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 +/-70 SIDE �-+--- LONG SIDE 38 +1-70 +l--70 +170 +170 +1-70 +1-70 +1-70 +/-70 +/-70 +170 +1-70 +170 40 +1-70 +170 +1-70 +/-70 +170 +170 +1-70 +1-70 +1-70 +/-70 +1-70 +1.70 42 +170 +1-70 +1-70 +170 +1-70 +170 +1-70 +1-70 +170 +1-70 +/-616 +1.66.7 SHORT SIDE Y� 44 +1-70 +1-70 +170 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1$9.9 . +1-66.4 +1-63.7 SHORT +1.7 +l 70 +1-70 +170 +170 +/--70 +1-70 W-70 +1-69.9 +1-67.4 +1-63.9 +1-61.7 +1-70 +1-70 +!70 +1-70 +l 70 +1-70 +170 +1-67.8 +1-66.3 +1-61.9 +l-b8.7 a 31 50 +1-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-S&b +/-66.b +/-66.9 +1-63.4 +l-59.9 N 62 +A70 +1-70 +1-70 +/-70 +1-70 +1-70 +1.67.8 +1-66.9 +/-64.2 +1-61.6 {'�-- LONG SIDE -� a rn N 64 +1-70 +1-70 +1-70 +1-70 +1-70 +170 +1-68.2 +/-65.3 +1.626 b6 +1-70 +1-70 +1-70 +/-70 +/-70 +1-69.2 +1-64.7 +1-63.8 SHORT LONG a 57 +1-70 +1-70 +1.70 +/-70 +/-69.8 +1-69.1 +1-64 SIDE SIDE 11 Y 60 +1-70 +1-70 +1--70 +/-69.7 +1.67 +1-65.3 5 N -AGN MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING4 00 62 +1-70 +1-70 +l-69.9 +1$7.9 +1-65.2 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 "• `� •• • 6 0 64 +1-70 +1-70 +1.68.3 +1-66.3 �'' ��• •• a+°Q •Q APPLIES TO B,C OR D ANCHORS APPU ES TO F ANCHORS ••:.(,2 • :C 66 +1-69.8 +/-68.9 +1x66.7 (SEE TABLE 2) {SEETA9U 3) SHORT : "" -` • 68 +/-68.4 +1.67.4 '� ....4 --� �.... y' ° .•.. u_ earr�a 69.649 +1-67.1 15.5 4 as '. CW) .'. Z .... • X6BLE 9: : • • Z er • Window Design Pressure,(+I fa Glass psQ �e or Glass tade o • 0 ••• :MQ • •r" co 3116°T Cap-Airspace-7116"AIA with PVB Ty •' z �••. '�• u W lndow Long Side pn) I�I-- -j O DUnenslons 69. 71 73 76 78 80 85 86 89 92 86 99 w c 32 +1-70 O +1--70 +1-70 +170 +170 +1-70 +/-70 +/-70 +1-70 +170 g W Jams 34 +170 +t-70 +170 +170 +1-TO +1-70 +1-70 +1-70 +l 70 +170 +/70 +170 ® Q 36 +1-70 +/--70 +1-70 +1-70 +1-70 +1-70 +1-70 - 0 +170 +1-70 +170 UQ y Z 38 +1-70 +1--7Q +1-70 +1-70 +1-70 +1-70 +1-70 +/-7. +1-70 +1-70 +/-70 +1-70 cl ul ul slays 40 +1-70 +170 +1.70 + +1.70 +1-70 +1-70 TO +1-70 +1-70 +1-70 +1-70 p 42 +1-70 +l--70 +1-70 +1-70 +/-70 +l--70 +/- +/-70 +1-70 +1-70 +170 +1-70 W Z 44 +1-70 +170 +170 +1-70 +- +1-70 +170 +1-70 +1.70 +1-70 +1-70 +1-70 46 +1-70 +1-70 +1-70 +170 +1-70 + +1-70 +1-70 +1-70 +1-70 +1-70 +1-68.6 a 46 +1-70 +1-70 +1-70 +1-70 - +1-70 +1 +1-70 +1-70 +170 +1-70 +/-68.8 +1.66.3 B 60 +1.70 +1-70 +1.70 +1-70 +/-70 -70 +1-70 +1-70 +170 +/-66.6 ca 62 +1-70 +1-70 +1-70 +170 ;2+l 70 +1-70 +l- +1-70 +1-70 +1-68.6 \``�t�r1� LYNN b4 +t 70 +t-70 +170 - 0 +/-70 +1-70 +1-70 -TO +1.69.b NOTES: `c� .- • • ••. 4)BUCK DIMENSIONS SHOWN. b6 +1-To +I-70 +!7 +170 +1-70 +170 +1-70 +!-7 2)FOR SIZES NOT SHOWN,ROUND UP TO THE No.58705 67 +1-70 +1-70 70 +1-70 +1-70 +1-70 +170 NEXT AVAILABLE SHORT OR LONG DIMENSION. _~ ' 60 +170 +t- +170 +1-70 +1-70 +1-70 - '"'�"�•-�:� 62 +/-70 +l--70 +l--70 +170 +1-70 MAX.O.C.SPACING IF ANCHORING Q.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), j a THROUGH THE FRAME PER SHEETS 3&4 THROUG INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN ��`.. S1 E- 64 + +1-70 +1-70 +1-70 THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL. 66 +/-70 +1-70 +/-70 APPLIES TO B,C OR D ANCHORS APPLIES T CHORS ENDOW WILL COMPLETELY FIT W{THIN. ij�ts� QR1t}P..•,��,\�� • +1-70 +1-70 (SEETABLE2) (SEETABLE 69,649 +1-70 LYNN MILLER,P.E. P.E.#58705 TABLE 10: Window Design Pressure,(+I-psQ usemisfabre for Glass 1,4, - 3M W A Cap-Airspace-7116"A/A with SG Tppa: win Long Slde(In) TABLE DIMENSIONS MAY BE Dlmenslons 69.649 71 73 75 78 80 85 Be 89 92 98 99 ORIENTED VERTICALLY OR 32 + 10 +80/410 +801110 +801110 +801-110 #801-110 +801110 +801-110 +801110 +801-110 +801-110 +801-110 HORIZONTALLY AS SHOWN. 34 +801-11 #801-110 +801-110 +801110 +8M-110 +801110 +801-110 +801.110 +801410 +801-109.4 +801-108.3 +801-107A LONG 36 +801-110 -110 +801-110 +801-110 +801-109.5 +801-108.6 +801-106.8 +801-106.5 +801-105.6 +801-104.7 +601--103.6 +801-102.9 SIDE approved as oomplylag w;rh rhe �--- LONG SIDE Florida 8u�n 38 +801-109.7 +801-1 +801-107.8 +801-106.8 +801.105.5 +80/-104.6 +801-102.7 +801-102.4 +801-101 A +801-100.5 +801-99.4 +801-98.7LOOP 40 +801-106.3 +W--105.5 -104.4 +801-103.3 +801-101.9 +801-101 +801-99.1 +801-98.7 +80/-97.7 +801-96.8 +80193.7 +801-95 NOA1i Dade aPr yet,s` ?1 42 +80J--103.3 +80/-102.5 +801- +80/--100.2 +801.98.8 +80187.9 +80/-95.8 +801-9"a5 +801-94.5 +80J-93.6 +801-92.4 +801-90.7 SHORT Miami �°d"� 44 +801-100.7 +80199.8 +�f-98.6 -97.6 +801-98 +801-95 +8�-929 +801-928 +801-91.5 +80/-9}.4 +801-87.1 +801-84.7 SIDE BYv- ORT 46 +801-98.4 +801-97.5 +801.96.2 + +801-93.4 +801-925 +801-983 +601.89.9 +801-88.1 +801.85.6 +801-83.1 +801-81.6 SIDE 48 +801-96.3 +80%95.4 +80194.1 +�/-929 oaf-91.2 +80190.2 +801$8 +80!$7.8 +801-84.6 +801-82.6 +801-80.2 +1-78.8 a 1 +801-94.6 +801-93.6 +801-922 +801-90 9 + .2 +801$8.2 +801-85.4 +W-84.5 +801-82.4 +801-80.2 +1-77.6 N N 52 +801-93 +801-92 +801.90.5 +80i-89.2 +S1-87. +801-88.4 +801-83.3 +8D1.82.5 +80/-80.2 +1-78 �- LO!Gj 54 +80191.7 +80190.6 +801-89.1 +801-87.7 +801-85.8 '+%W.7 +801-81.3 +80%80.4 +/-78.1 T 56 +80190.5 +801-89.4 +801$7.8 +BDM4 +80/-84.4 +801 +179.3 +/-78.5 SHORT LONG a 57 +80190 +601-88.6 +801-87.2 +�1-85.8 +801.83.4 +-/-82 78.4 SIDE SIDE Y e4 +so!-67.z +6a-s6 +sot-ea +ear-625 +e0r-80.1 +1-7&6 .a '.... � .� . 62 +801-64.6 +801-83.8 +80/$21 +M/-80.4 +1-78 •O. . �FPER AGS ANCHORING MAX.O.C.SPACING IF ANCHORING • to �•• • coo O THROUGH THE SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 • • •} ti • •• aloQ •©• 64 +801-829 +801$2 +801-80.1 +1-78.4 66 +801-81.1 +801-801 +178.3 APPLIES TO B,C OR D ORS ` _ •••� It SHORT (SEE TABLE 2) NOTAPPLICABLE GLASS TYPES 14 THROUGH SIDE ••• M •••• �,,, •�• •(� • 68 +1-79.3 +178.4 1117 MAY NOT BE USED WITH 1.2" J-CHANNEL OR INTEGRALah - . ••• LL g••• 0 e FIN FRAMES. ..fJ V Lj �. .. Z ••• TABLE 11: 00 Window Design Pressure,(+I-psf) �g •:• Z for Glass '� b �j ..:. $ ••• • 3116"TCap-Airspace-7116"AlA with SO .' _z ° • Vyln�y Long Side Qn) • • • W LLO Dirrrens(ons 77,76 79 81 83 88 87 91 94 99 104 7 111 pq 38 +801.110 +80!-110 +0-110 +801-110 +801-110 +801110 +801-110 +0-110 .110 +80/-110 +801-110 +80/- +801-110 ALLOWABLE MAX.O.C.SPACING IF W ANCHOR GROUPS ANCHORINGTHROUGH �i 2 W PUS 40 +801-110 +801.110 +801-110 +0-110 +801.110 +801-10a9 +W-108.6 +801- +801-1089 +801-106.1 +80/-104.8 +8�-104.1 -103.3 ® � W PER SHEET 2 THE FRAME PER SHEET 3 t� 42 +801-110 +0-109.8 +801-108.8 +801-107.9 +801-108.7 +801106.3 +801-104.8 -103.8 +801-103:2 +80/-100.8 +801-97.7 +801.98.4 +801 !Q � co B,C OR D 13.2" 44 +801-107.3 +801--1087 +80l-10b.? +801-1047 +8�-103 4 +�/-103 +801-1 +80f-96.8 +80188.7 +801-94.1 +801-91.4 +801-90.3 +801-0.2 48 +801.102 +0401.3 +801-100.3 +801-99.2 +80197.3 +801-98.2 -92 6 +801-90.4 +80/89.2 +801-87.3 +801-84.4 +801.827 +W-80.6 u- w LL, a'o� o X n. 50 +801-9a 8 +801. 1 +�►-98 +801.98.9 +8W 83.9 +801-93 +fit-89 9 +80/.87.7 +801.88.2 +801-843 •r80/-81.1 +/79.3 +t-77' U. Z 61 +801-98.8 +801.98 +801-98,9 +801.96.8 +80182.8 +W-88.7 +801-86.4 +80/-85 +801-828 +1-798 -+1-77.7 +1-76.3 l Z W 1 64 +801-98.1 1, +8086.3 +801-94 +801-92.1 +801$9. +801-88.5 +W-85.1 •r•8011.82.7 +80181,1 +1-78.9 +/-76.3 +/-73.2 +/-70.8 5; 0 IL 68 +084 +80183.2 +0.91.6 +801-90.1 + .2 •1801.88.3 .+80/-828 ' +801-80.2 +178.6 +1-78.3 +1-725 +170.6 'Vr!t •asaa saj� 68 +80191.4 +>0t 90.6 +84-89 +801-876 80186.1 +801-84.2 +W-80.6 +178 +176.3 +/-73.8 +/70.2 81 +80187.8 +80187 +801.85.3 +801 +80181.2 +80fa.6 +1-77.3 +1-74.6 +172.8 +1-70.4 �� 00 Lyt4jv 83 +801-85.6 +801.84.8 +80/-82.8 .81.1 +1-78.8 +/-78 +1-74.8 +1-72.3 +1-70.6 NOTES: ��•.••'�10ENSF••(�F� 84 +801.84.4 +801.83.5 +801 +180 +177.6 +178.8 +1--73.6 +171.2 1)BUCK DIMENSIONS SHOWN. 8S +801-81.2 +80/$1.2 -79.4 +1-77.6 +1-76 +1-74.2 +1-71 2)FOR SIZES NOT SHOWN,ROUND UP TO � No, 58705 88 #190 +/-79 +177.2 +/-76.4 +/72.7 +l 71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION. MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING •' W 70 +1-78 - .1 +J-75 +/-73.2 +170.6 3)FOR ARCHITECTURAL WINDOWS{SEE SHEET 2), r�'f f r THROUGH THE FRAME PER SHEETS 3 -- &4 THROUGH THE INTEGRAL FIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN S <TE f(j �! THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL .•S f Or i10N..•'�,� 72 +178 +1-76 +1-73 +1--71.1 � 74 .1 +1.73 +1-71 APPLIES TO B,C OR D ANCHORS WINDOW WILL COMPLETELY FIT WITHIN. 76 #1722 +/-71.1 (SEE TABLE 2) NOTAPPLICABLE 13.2° PA +170.b A.LYNN MILLER, P.E-#68705 TABLE 12: Window Design Pressure,(+1-psfl Use this table TABLE DIMENSIONS MAY BE torGiass A6 ORIENTED VERTICALLY OR 118"T Cap-Airspace-7116"HH with SG Type: HORIZONTALLY AS SHOWN. yyln*w Long Side(in) LONG Dimensions �, 64 66 6S 70 74 77 80 84 87 82 87 99 SIDE �— LONG SIDE 32 +8W-110 +801.110 +801-110 +801-110 +BO1-110 +8W-110 +801-110 +801-110 +801--110 +801-110 +80i-!10 +8W-110 +601410 - 34 +801-110 + 10 +801--110 +801-110 +801-110 +801-110 +80/-110 +801-!10 +�1-110 +801-110 +801-110 +801-110 +801-110 � y whh do 36 +801-110 +801-11 +801-110 +801-110 +801-110 +80/-110 +8W-110 +8d-110 +80%110 +80/-110 +801-110 +801-110 +80/-110 SHORT FloridaBuildiA I, $IDE � I� 36 +801-110 +801-110 + 110 +801-110 +801-110 +801-110 +801-110 +801.110 +80f-110 +801-110 +801-110 +801-110 i SHORT �-- DO��oahol 40 +801-110 +801-110 +801-1 +80/410 +801-110 +801-110 +801-110 +801-110 +80%114 +801-110 +801-110 _i (' ,. 42 +801--110 +801-110 +80/--110 -110 +801110 +801110 +801-110 +80V-110 +801-110 +801-110 By 44 +801-110 +801-110 +801-110 +805 +801.110 +80/-110 +8W-110 +601-110 +8W-110 N 46 +801-110 +801-110 +801-110 +801-110 1-110 +801-110 +8W-110 +801-110 �— LONG SIDE -� - 48 +8W-110 +801-110 +801-110 +8W-110 + - +801-110 +80/-110 1N w +801-110 +801-110 +80/-110 +8W-110 +801-110 801-110 SHORT LONG a 62 +801-110 +801-110 +801.110 +801110 +w-110 MAX.D.C.SPACING IFANCHORING MAX.O.0 SPACING IF ANCHORING SIDE � � SIDE 64 +80/110 +801.110 +801:•110 +801-110 THROUGH THE FRAME PER SHEEIS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 a a6 +801-110 +801-110 +801-110 APPLIESTO%COR DANCHORS a8 +801-110 +801-11Q (SEETABiE2) NOTAPPLICABLE • • • N .AaH SS TYPES 14 THROUGH ••• t. • •• 60.826 +w-110 17 NT BE USED OR INTEGRALH � SSIDT � •''� •• • . �} 'o FIN FRAMES. •••�• ti : ••• alp .•• N • TABLE 13: Use this table '� • Window Design Pressure,{+1. for Ohms 17 •••t3 W `' .... v 3116" T Cap -Airspace.711 6" H14 with1044. Type: •;• `r°• p •.. . Window Long Side pn) • • U �••'• Z ••• Dimensions 77.76 79 81 83 86 87 91 94 96 89 107 111 118 120 128 138 144 z 3 a 00:4 alV - :_ +801-110 +801-110 +801-!!0 +801-910 +80N110 +801-110 +BpV-110 a •..: 'W M 36 +801-110 +801-110 +801-110 +BpV-110 +801-110 t�1-110 +801-110 +801-110 +80h11Q +801-110 � 40 +80/-110 +601-110 +SW-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 + +801-110 801-110 +801410 +801-110 +801-110 +801-110 +801-110 +801-110 z �-t..• Z ;to• L 42 +801110 +801110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 -110 +801-110 + 0 +801-110 +801-110 .+eW 110 +801-110 +801-110 +801-110 m O 44 +801-110 +801-110 +80/-110 +W-110 +801-110 +80/-110 +801-110 +801-110 +v01-*" +80111Q +801-110 +80%11 +801-110 +80%110 +801-110 +801-110 +801110 04W 48 +801110 +801-110 +801-110 +601-110 +801-110 +80/-110 +801-110 +801-110 1-110 +801-110 +801-110 +801-110 + 110 +801-110 +801-110 +801.110 ® W 1984S 60 +801-110 +80%110 +801-110 +801-110 +801110 +80/-110 +801-110 +8011 +801-110 +801-110 +801-110 +801-110 +801-1 +e1--110 +801-110 Q 61 +801-110 +801--110 +801-110 +80f-110 +801-110 +80/-110 +801-110 10 +8W-110 +801110 +801-110 +801-110 +801-110 -110 U� 64 +801.110 +801.110 +801110 +801-110 +801-110 +8W-110 +801-110 +801-110 +80h110 +801.110 +801-110 +801.110 +80/-110 d W W boas a6 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 + 0 +801-110 +801-110 +801410 +80/.110 +801-110 p LL Z A 68 +801-110 +801-110 +801-110 +8N-ii0 +801-110 +801-114 801-110 +801-110 +80/-110 +801-110 +801-110 61 +801-110 +801-110 +801-110 +10-110 +801-110 +801- +801-110 +BW-110 +W-1110 +801-110 v Z_ W a N 63 +SO/-110 +SOI-110 +801-110 +801-110 +80/-110 -110 +8W-110 +801410 +801-110 > 64 +8W-110 +801.110 +801-110 +801-110 +80/-1 +801-110 +801-110 +801-110 alt!! s6 +801-110 +801.110 +801410 +801-110 110 +801-110 +80/-110 `\\�� li t 101// 0 t/i��' 66 +801-110 +601-110 +801-110 +801-11 :. +80/-110 +801-110 �� (�� ,...••..,21/��`�i� MAX.O.C,SPACING IF ANCHORING MAX.OIC SPACING IF RING c{� • .��Gf_NS�c.,•,;�.p 70 +801-110 +801-110 +801-110 +8 10 +801410 72 +801110 +SO1.110 +Sol 80►-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER T 4 ,•' APPLIES TO 0,C OR n ANCHORS y1 '• No.58705 •• f 74 +801-110 +801.li0 +80 •- 76 +80/-110 +801-110 (SEE TABLE 2) NOTAPPLICAt3LE 77.76 +80/410 - - 1 I�� •t0` 1 (�• S TE F Crf` NOTES: Ni • '�� .• 1)BUCK DIMENSIONS N. 1;111110 2)FOR SIZES NO OWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER,P 3)FOR ARCH RAL WINDOWS(SEE SHEET 2�FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. P.E.#mar Y 3.500" 3.500' 3.50(r 3.500` a 7 .076' .075" .075" .075. ' 0 0 o 2.166' 2168' 2.166" 2.166" pw .2 Q .625' 1{ .625' LLLLIIII 1.375 J-CHANNEL FRAME FLANGE FRAME 1.375" Q INTEGRAL FIN FRAME a EQUAL LEGIBOX FRAME 1.376" .864" .301" .864" .175' 35• •Goes '•• f••• 0000• . .060" • f • f OANCHOR COVER 718"BEAD �/••ff&&-AD • . •••••• 0000 0000•• TABLE 14: 0000 0000• ••••• 0000•• # Part# Description Material • • 09i009 1 1126W 3ZhannTFMm8 PVC 0000•• f 2 620140 Flange Frame PVC • 3 620141 Integral Fin Frame PVC sell MITERED CORNERS WITH 4 620142 Equal Leg/Box Frame PVC f..• ; INTERIOR AND 6 620133 Anchor Cover PVC EXTERIOR 6 720136 71W IG Glazing Bead PVC WELDS 7 720135 1* IG Glazing Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 75 Quanex SuperSpacer nXr wkh Hot Melt Butyl Composite Appwvcd am complying with the 76 Quanex Dureseal Spacer Composite Flaridaaw �' 77 Cardinal)(L Edge Spacer Composite NOA# /s-oar t s-.o t 5 78 71646N Setting Block (718°x 1"x 118"), 85+/-6 dura. PVC Mimnt°�Product CbM0I FRAME 90 20160A Frame Assembly Tube Alum. 6006:M By - ASSEMBLY DETAILS 7 91 20177 Shallow Flush Cap PVC 92 20178 Deep Fush Cap PVC ``�� 93 20132 Frame Assembly Tube End Cap PVC \\,� ©�y�t LYNN 4f EXTERIOR 1 ,, tea. �,tiGEhiSF• • ccp 7i r VINYL FIXED CASEMENT WINDOW NOA(LM} $ 9/9/14 NO �87Q5 _ BOM&ASSEMBLY m J ROSOWSKI - 1 o ST TE OF CUA ti • ® a aa° % CCS► ' "ZOR01' NOTES: . ' .•�;�� CERT.OF AUTH.#29296 a a m 1)SOME PARTWOPTIONS NOT SHOWN ON DRAWING FOR CLARITY' 1070 TECHNOLOGY DRIVE m � ��'Ill 7 NA1" 2)J-CHANNEL FRAME SHOWN,PART#!.OTHER FRAME TYPES,PARTS#2-4,APPLY. a am$ I i ti 3)ITEMS#8-73&79-89 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. N.VENICE, FL 34275 m > A.LYNN MILLER,P.E. 4)ROYAL PVC TO BE LABELED FOR AAMA EXTRUDER CODE. (941}-480-1 X00 � PW-5540 NTS 13 OF 13 MD-5540.0 P.E.#68705 MIAMI•DADE MIAMI-DADE COUNTY _ PRODUCT CONTROL SECTION 11805 Std'26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION -r(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA} wmmlarolciacle.eov/economy .t►h . 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. APPROVAL DOCUMENT:Drawing No.MD-SGD570-01 Rev C,titled"Vinyl SGD",sheets 1 through 13 of 13,prepared by manufacturer,dated 11/18/10 and last revised on 06/10/15,signed and sealed by Anthony L.Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and ` expiration date by the Mianii-Dade County Product Control Section. t. end Sm Limitations: 1. See table 2(sheet§)and table 3(sheet,of this approved drawing set for applicable SGD unit sizes, design pressures,reinforcements types, glass types,sill riser(detail sheet 6)and anchors requirements. 2. See sheet(12)for panel configurations&limitations.Size over 96"height is limited to max 4-panels. 3. Rigid White PVC,Tan(Non-white)Rigid PVC and Brawn coated(Painted or Iaminated)white Rigid PVC to be labeled per referenced NOA's requirements. 4. Egress operable doors most comply with min clear width or height per FBC requirement,as applicable. 5. Pocket walls under separate approval,to be reviewed by Building official. LABELING;Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate th is NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-1125.05 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. At The submitted doctunentation was reviewed by Ishaq I.Chanda,P.E. 9 MIAMMMDE COtJN1Y ` tl ..., f xt ��b�� Page 1 r PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files see below). 2. Drawing No.MD-SGD570-01 Rev C,titled"Vinyl SGD",sheets 1 through 13 of 13,prepared by manufacturer,dated 11/18/10 and last revised on 06/10/15,signed and sealed by Lynn Miller,P.E. Note: This revision consists of series changes and FBC update. B. TESTS(Submitted under files# 13-1125.05/#11-1018.19/#11-0107.04) 1. Test report on 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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 (b) and TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 6638(samples A-1 thru A-22),dated 11/19/10, signed and sealed by Jorge A. Causo,P.E. (The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by Marlin D. Brinson,P.E. (reviewing Engineer), 2 Additional test report No.FTL 6637(samples A-1 thru A-5)per TAS 202-94,issued by Fenestration Testing Lab,Inc., dated 12/06/10,signed and sealed by Jorge A. Canso,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT,dated 03/30/15and last revised on 06-09-15, signed and sealed by Anthony L.Miller,P.E. 2. Glazing complies with ASTME-1300-02,-04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusion Ltd for their"White.Rigid PVC",expiring on 09/30/19. 2. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC",expiring on 12/29/16. 3. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusion Ltd for their"Brown Coated (Painted or Laminated)White Rigid PVC",expiring on 09/30/19 4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. t Sk- 1- Lu N��.. Isha4 I.Chanda,P.E. Product Control Examiner NOA No.15-0409.02 Expiration Date: April 14,2016 Approval Date: June 18,2015 E-1 e, DESIGN RE RATING IMPACT RATING VARIES,CO RIESLARGE&SMALL _e L SEE SHEET 8&9 MISSILE IMPACT 2)GLAZING TYPE OPTIONS:(FROM EXTERIOR TO INTERIOR); T=TEMPERED, HS=HEAT STRENGTHED, AN=ANNEALED, SG=.090"SENTRYGLAS®(FORMERLY KNOWN AS SENTRYGLASS PLUS), PVB=.090"BUTACITE PVB: -1116"Noel' -u16"NOM. GLASS TYPE A:3116" HS GLASS+ •090"SG INTERLAYER+3/16"HS GLASS+7/16"AIR SPACE+3/16" T CAP 7118'AIRSPACE 7/16'AIRSPACE NOTE' GLASS TYPE C:3/16" HS GLASS+.090"PVB INTERLAYER+3H6"AN GLASS +9116"AIR SPACE WITH HEAT-MIRROR FILM+ 3/16" T CAP 3116 HS GLASS 3111V AN GLASS SURFACDDING APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995. INTERLAYERS MAY BE MANUFACTURED BY E.I.DUPONT DENEMOURS& 311W HS GLASS 3116"Hs GLASS SURFACES SHALL NOT BE CO.,INC.OR KURARAY AMERICA,INC. PAINTED OR LAMINATED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY THE FOLLOWING MIAMI-DADS COUNTY APPROVED MASONRY ANCHORS: 4EXT• INT-110. •090•Pvs 4EXT. INT.), 1/4"ELCO ULTRACON OR 1/4"ELCO CRETEFLEX.SEE TABLE 1,SHEETS FOR DETAILS. .080"SG INTERLAYER INTERLAYER 3116'T GLASS 711W 3116`T GLASS 711(" PAINTED/LAMINATED SURFACE 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 6.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X NOM 76 81 NOM 8 8 (DASHED LINES) INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK O I GREATER.AX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND 7G i Q I 8 7 71W GLASS INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. LLASWS SITE I I 3 BITE I U I 3 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN„(DONE BY OTHERS), I NOA DRAINING MAP (MAX. 114"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND 71 2 1 71 2 I 1 SHEET TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD PAINTEa 3 GENERAL NOTES..........1 SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH FBC. GLASS TYPE"A" LAMINATED GLASS TYPE"B" GLAZING DETAILS.........1 SG LAMINATE, SURFACE PVB LAMINATE, . ELEVATIORStt.............2-4 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE INSULATED GLASS (DASHED LINES) INSULATED GLASS • H©l*Z.SE01IONS....'.•.T:- EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE • qAdT.SEUNlC3NlS.......,...6. OF THESE INSTRUCTIONS. 1-3/1s"NOM , g1�.�ESS611I19 •• • - 7)DESIGN PRESSURES: 9116"AIRSPACE � EWWSPS. URE� '189 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. ins"AN GLASS QTS LIJW.i ►..........lw B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 3116"HS GLASS CONFIGUFtA ANS...s to.42- PMEL TYPM................*0 ` 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 331/3% EAT-MIRROR FILM •• STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO :"'•" • WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR .0w Pva INT 3/1s"T GLASS to .":'. • CORROSION RESISTANCE. INTERLAYER — •• O NM 74 PAINTED/LAMINATED 9 RS A NOM � SURFACE(DASHED 718' Q LINES) 10)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.MAXIMUM OF (8)EIGHT PANEL CONFIGURATION GLASS t FOR FRAME HEIGHTS UP TO 96"OR(4)FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 96"AND UP TO 120". BITE 11)REFERENCES:TEST REPORTS FTL-6337&6338;EXOVA 10-002-792(A)&10-006-10231;CAMBRIDGE 535753-09;ELCO ULTRACON PER CURRENT NOA; ELCO 1 2 I I CRETEFLEX PER CURRENT NOA, VISION EXTRUSION,LTD:WHITE RIGID PVC PER CURRENT NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC 3 PER CURRENT NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC PER CURRENT NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM GLASS TYPE„C„ ALUMINUM DESIGN MANUAL PVB LAMINATE,INSULATED 12)THE 2770 SERIES USES A EITHER A PVB OR SENTRYGLAS,(SG)INTERLAYER.UNITS GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE PREVIOUSLY WITH HEAT-MIRROR FILM rt awa lamb" GLASS as eeo041Ng1 whik 0*Morw KNOWN AS THE 2870 SERIES.THE 5570 SERIES IS ALSO KNOWN AS THE 570 SERIES. Baldlasc ik INSTRUCTIONS: �� ReKeeaer sale: Revrab►x � nt�� 1 KNOWING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE REQUIREMENTS OY TABLES. GLASS TYPES B �`�THE \�O�`t��NN Ml< ' SLIDING <F � J.R. 03/18/15 RENAMED 570 � 't`Z`.•'��GENSP ''•.� �i OR C,USE TABLE 3,SHEET 9.FOR GLASS TYPE A,USE TABLE 2,SHEET 8. •� ; ` •.• Re► eaor. ° W Revtala� 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL Na 5;701 r J.R. 11/05/13 RENAMED 2870 PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. 3)CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, now"= _ ® ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. YJ ` a•'•(/" o ,s U1 GENERAL NOTES & GLASS TYPES J ROSOWSKi 4)FROM THE DESIGN PRESSURE TABLES(TABLES 2-3,SHEETS 8&9),VERIFY THAT THE REQUIRED DESIGN '•, ST Tf- 10707ECt1NOc00YDRW Tee: Data, PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. %4��'• , rtoR�oP.•' �j�; Av©vlce,FCSez7s VINYL SGD INSTALLATION GUIDELINES 11/18/10 5)INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. �i FS •••' f.,�.`� P.O BOX 1b28 8)ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. ��il `S(ONN\- ��`� MWOMIA FL 84274 t>rawl�xa lRorc /►�LYI�EA68 05 PE CERT.OFAUM#29M 5570/2770NTS 1 OF 13 MD-SGD570-01 P.E. 58705 --'-- pk"TaL CZ g■ THIS SHEE e"MAX. MAX. DETAIL Cl THIS SH DAYLIGHT OPENING(DLO}FORMULAS. APPROX.6". WIDTH:PANEL WIDTH-8 DETAIL E ANCHOR DETAIL A DETAIL B1 --� DETAIL B2 DETAIL D HEIGHT:PANEL HEIGHT-8.9118° ' ANCHOR LOCATIONS FOR NONSTRUCTURAL qg IS SH THiS 3 HES S DETJA LOCATIONS FOR -4EXT. BYPASS (HEAD&SILL) PANEL HEIGHT•FRAME HEIGHT-2.5' 4EXT, ,. POCKET CONDITIONS. rr CONDITIONS. 21.8° :4 - ---------�____l_ ANCHORS IWO MAX. -- -- --- -- --•�- PANEL WIDTH 12'M '. P-HOOK O.C. DLO •-� DAYLIGHT - • OPENING WIDTH DAYLIGHT 1 ANCHOR Q CENTER OF 1 ANCHOR®CENTER OF I • / SHEET DETAiL 4 HEIGHT DETAIL$1 EACH PANEL.SEE TABLES DETAIL G1 EACH PANEL-SEE TABLES I � DETAIL E EXT♦ ON SHEETS 6&9. EXT. ON SHEETS 8&9. 'X'OR'O' 'X' THIS 3218'MIN.O.C. '- • PANEL TYPE PANEL TYPE 2 ANCHORS{dl CENTER OF 2 ANCHORS 0 CENTER OF POCKET DETAIL 1 AIL 2 DETAIL B2 EACH PANEL.SEE TABLES ON DETAIL G2 • • EACH PANEL.SEE TABLES BY • sHEEr 5 8HEET 5 SHEETS 8&9. ON SHEETS 8&9. -ff:j EX,I,V EXT,r OTHERS = C MIN.O.C. (UNDER ' • /L-i PANEL DLO C MIN.O.C. SEPARATE ' �V^J SWEETDuAL 3 HEIGHT SWEET • • APPROVAL) ETAIL 5 • 3.219•MIN.O.C. / • • • •••••• CLUSTER OF 3 _ •• • :. CLUSTER OF 3 i • DgE¢E•{•8 / •••� • • ••••i• ANCHORS @ STILE ANCHORS 0 STILE INTFRLI SHOWN I ••• s • i••••i DETAIL C1 INTERSECTIONS. • e INTERSECTIONS.SEE • • SEE TABLES ON H1 TABLES ON SHEETS 8&9. , • SOF OF •EXT. PANEL PANEL 8"MAX •s• ••••. SHEETSS&9. EXT.r ; ' Y. :: I@ HEAD so:**: s• • : •si•s• 4'MIN.O.C. - ^^--�----—'^= 1• &SILL) •• •• •• s• •••s•• 4"MIN.O.C. - -- :--:o: • • c MIN.O.C. (HEAD&SILL) --- • Gm MAX* MAX.,8' • • • • •••••• DETAIL C2 ~^ DETAIL G2 (HEAD&SILL) • • ••••• <:: CLUSTER OF 5DETAIL ••• • •.•• • • ANCHORS @ STILE `. CLUSTER OF 5 ANCHORS DETAIL G9 DETAIL H1 _ THIS SHE 1 F s••s i 2 375'TYP. INTERSECTIONS. DETAIL H2 .: . ' • @ STILESEE LESINT R SHEETS HES sIiEE HIS sHBES SEE TABLES ON 8&9. DETAIL E EXT :' SHEETS 8&9. EXT V , HIS SFIE C5+2 ANCHOR :.:. C3+1 ANCHOR CONFIGURATION SHOWN; 3.219 MIN.O.C. c MIN.O.C. CONFIGURATION SHOWN; (SEE APPLICABLE DP 8'MAX8" (SEE APPLICABLE DP TABLES 2,3 OR 4) (TO END OF (TO END OF TABLES 2,3 OR 4) ATTACHED JAMB ATTACHED JAMB NOTES: 1 ANCHOR @ 1)FOR CONFIGURATIONS,SEE SHEET 12. DETAIL D 1 ANCHOR @ DETAIL F ' SILL ENDS. 2)FOR ANCHOR EDGE DISTANCE AND T.T HEAD ENDS. • EMBEDMENT,SEE TABLE 1 SHEET S. 3)DAYLIGHT OPENING(DLO)FORMULAS: WIDTH:PANEL WIDTH-8-9!16" NOTE:SEE TABLE 1,SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. HEIGHT:PANEL HEIGHT-8-9116' rt&ODVCT kB V tb.0 4)PANEL HEIGHT.FRAME HEIGHT-2.5" as coatpty(ng,%4tb ttie k'}ar n t Ntridlu8 Code t t l t l t Aeeephtsee aro l5"a tag•v2- �� y.( LYNN hq� ��i�� Ra*WBr Daft Ravt Aw ftplrstW 6 1.125 JAMB ,�•�° .••��NS�- <<F,� , J.R. 03/18/15 /A THIS SHEETl "c, .1. Q� ••.�'� Robed Or. DRAW Revblm 1.000" T : No.58705 J.R. 11/05/13 CORRECT DLO IOW. 1.375 •o ; �; RIO ANCHOR LOCATIONS 2 TRACKS J ROSOWSKI 1w .500' EXT.r ;-" o '• .�'. . 1070 TECHNOLOGY DWE Tt r Daft EXT.. 1.000" •, �.n•..Fco to ;.••1Cj`��:' N.VEMCF,R3427a VINYL SGD INSTALLATION GUIDELINES 11/18/10 ' S�Q�,jAI- �r. po.Box IWO WEEPHOLE PATTERN Q 24°O.C. WEEPHOLE PATTERN Q SILL ENDS A.Lu I�ILLI1R�P E. �r�ta Ft 274 3 dak BMW s RoY P.E.058705 CERT O AM #MW 5570/2770 NTS 2 OF 13 MD-SGD570-01 C 3- C K CONFIGURATIONS APPROX.8', DETAIL A-1 DETAIL BIC, DETAIL B DETAd c2 DETAIL D NON-STRUCTURAL ITHIS SHEEll THIS SH THIS SHE M Is SH HTS SHE - THIS S (HEAD&SILL) 1 J g MAX. �_ �- _ -� -- ---- t: -- -__• - DETAU E ANCHOR DAYLIGHT DETAIL A ANC /E LOCATIONS FOR ; • OPENING LOCATIO R BYPASS WIDTH 4E POCKET CONDITIONS. CONDITIONS. DETAIL ANCHORS INTO MAX / sH DETan E 12`MAX.O.C. P•HOOK. O.C. • S SHEE 71 T- lu W OR'O' 'X' x OR'O' '. PANEL TYPE PANEL TYPE PANEL TYPE 1 ANCHORS POCKET 1 ANCHOR DETAIL 1 DETAIL$1 PSL g TOF ABLHCENTER OF EACH BYE3 DET G1 PANEL.SEE TABLES OTHERS • I sHEET 5 ETAIL 2 ON SHEETS 8&9. EXT. ON SHEETS 8&9. (UNDER • I{ S FSHMT DETAIL 4"MIN.O.C. SEPARATE lu' IV SHEET APPROVAL) ASTRAGAL INTERLOCK j sHEEr SHOWN SHOWN 2 ANCHORS 0 2 ANCHORS R OF DETAIL 5 4.75°CENTER OF EACH DE AIL B2 O.C. PANEL.SEE TABLES DETAIL G2 a EACH PANEL.SEE LES /L-I SST /r--, ��4 0000 ONSHEETSB&9. ; I �V-1 HEIGHT • 1 • i••• 00.00• ON SHEETS 8&9. EXT.V • • • � EXT v • ' qOF • PANEL PANEL �" • i•�••° 0000•• 3.219"MIN.O.C. 4"MIN Q.C. imp + • • ... •:•• r --- — "•-- — — 0000•• : .. CLUSTER OF 3 ::,,..: ..• - --------------------- 7-T. • ••.• • • • • - ANCHORS 0 STILE CLUSTER OF 3 MAX • •• 0000 00.00 DETA�C1 INTERSECTIONS. L H1 a ANCHORS @ STILE & N- �' ••� � •• • 0 ••i••* EXTV SEE TABLES ON S • e INTERSECTIONS.TS DETAIL G1 DETAIL HZ DETAIL H1 DETAIL G2 (READ&SIL11 j+ •+ ••••.i SHEETS S&9. EXT TABLES ON SHEETS 8&9. @ G i e s THIS S SH SHEE IS SH DETAIL F • • • • • - .. d. „�� J i • • • t4'MIN.O.C. 3219°MIN.O.C. C5+1 ANCHOR CONFIGURATION C3+2 ANCHOR CONFIGURATION IS SH 0 0 00000 .+•••. SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP •• • •*0 0 4"MIN.O.C. 1 TABLES 2,3 OR 4) TABLES 2.3 OR 4) •00+ V MIN.O.C. +.: CLUSTER OF 5 DETAIL H2� CLUST 5 ANCHORS 1.1 ANCHORS JAMB 25 4.75° STILE e • INTERSECTIONS. O.C. INTERSECTIONS. 2.375'TYP. (c� TABLES ON SHEETS SEE TABLES ON ' &9• 1.000" EXT.T SHEETS S&9.op EXT DETAIL C2 3219°MIN.O.C. 3219°MIN.Q.C. 8„MAX 8"MAX. 1.375 (TO END OF (TO END OF ATTACHED JAMB .190" .500° ATTACHED JAMB EXIT e EXT.r 1 ■ DETAIL D ETAIL F • 1 ANCHOR Q rkORUCf'k8 v IbW I ANCHOR @ SILL ENDS. o complying wltA the Fled a EXT HEAD ENDS. EXT► WEEPHOLE PATTERN @ 24°O.C. WEEPHOLE PATTERN @ Slh,,FNDS Boulacwt vt�d8y.� �iet{�tll�ueN� •a'Z- �� 'LYNN Re ��i Re �splrnttarIDwt�4 sF<<F,� J.R. 03/18/15 N/A T HEE �q, . •L it*8dBy. DeW Revww. �11atlll Dee wf C NOTES: �`t ND.58705 J.R. 11/05/13 DETAIL E 1)FOR CONFIGURATIONS,SEE ET 12. 2)FOR ANCHOR EDGE DIS E AND r EMBEDMENT.SEE sHEETs. .� tI� Y �01 S ANCHOR LOCATIONS (3 TRACKS) J ROSOWSKI • 3)DAYLIGHT OPEN LO)FORMULAS: WIDTH:PANE TH-8-9118" STATE OF :' �, 1070'rE'CHMOGYDRWE 7w aate HEIGHT. LHEIGHT-8-2flO" ;' Pt0RtoQ.'--" �; N VENICA FL 34275 VINYL SGD INSTALLATION GUIDELINES 1/18/10 . 4)P IGHT=FRAME HEIGHT-2 5° P.O.Box lug NOK0K4 t FL 34274 is� S� S S)�eet p Np ReN.' A!LYNN MILLER,P.E. CERT OFAUM. 5570/2770 NTS 3 OF 13 MD-SGD570-01 P.E.#58705 A- CK CONFIGURATIONS APPROX.6', DETAIL A aETAILB DETAIL C2 �I DETAIL 82 SNONSTRUCTURAL THIS SH S OETAq D HISS THIS SHEETI (HEAD&SILL) - r 6' -------- 8'MAX MAX. - - - -- --_ • :, - -- �, ANCHI DETAIL A ANCHOR DETAU E i ':• OGgOTIONS FOR I • DAYLIGHT - - - LOCATIONS F 4EXT. BYPASS OPENING WIDTH 4m• :' POCKET .:'' CONDITIONS. CONDITIONS. 21.6° DAr• / / SHEET4 / ANCHORS 1NT0 MAX ETAILE 12"MAX.O.C. P-HOOK O.C. D • IS SHEET 'X'OR'O` 'X W OR'U PANEL TYPE PANEL TYPE ]P; I TYPE PANEL TYPE POCKET DETAa.G1 1 ANCHQR� BY DETAIL 1 �'�L �'�•2 1 ANCHOR 0 CENTER OF CENT • ER OF EACH OTHERS • SHEET SHEETS MEET 5 DETAIL B1 EACH PANEL.SEE EXT!r SEEL. TABLES � - TABLES ON SHEETS 8&9. HEETS 8&9. (UNDER • IF EXTT SEPARATE DETAIL 3 SHEET APPROVAL) . IWERL ASTRAGAL INTERLOCK SH SHOWN / SHOWN DAYLIGHT 2 ANCHORS DETAIL 5 / OPENING l SHEEP 5 HEIGHT CENTER OF ° • 4.75° EACH PANEL. 4 MIN.O.C. 2 ANCHORS CENTER O B2 O.G SEE TABLES DETAIL G2 EACH PANEL.SEE TABLES D>±1AIL ON SHEETS ON SHEETS 8&9. • qOF ___ q OF Ir MAX.. EXTT 8&9. EXT. , PANEL PANEL HEAD 3219'MIN.O.C. _ __��• SILL} • 3219'MIN.O.C. 4'MIN.O.C. • • 8 ••• • •• CLUSTER OF 3 (HEAD&SI ""'� �- • •• 6"MAX„••••• QEIAII C1 DETAIL G1 DE7AA H2 DETAIL H1 DETAIL • (HEAD 3�L•Li O ANCHORS Q STILE CLUSTER OF 3 • EM,v INTERSECTIONS. ANCHORS @ STILE IS SH THIS SHt" THIS SH •• • •• • SEE TABLES ON INTERSECTIONS.SEE •••*09 •• ••;••• SHEETS 8&9. DETAIL H 1 TABLES ON SHEETS 8&9. +1 ANCHOR CONFIGURATION C3+2 ANCHOR CONFIGURATION . . • 00040 S ; ;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP •• •• 0000:0 EXTT S2,30114) TABLES 2.3 OR 4) +. 4°MIN.O.C. 3219°MIN.O.C. ••••• • • 000000 4'MIN.O.C. •••••• 4 MIN.O.C. 1.125 ,.,. CLUSTER OF S DETAIL H2 t JAMB ••• i •0000• 0:00.4 ANCHORS @ STILE 4.75' INTERSECTIONS. • • CLUSTER OF •• • 1.000' SEE TABLES ON 2.375'TYP. ANCHO STILE � O.C. SHEETS 8&9. • INTE ABLESN ` e HEETS 6&9. DETAIL C2 EXTT `. 1.375 EXIT 3.219°MIN.O.C. 3 219"MIN.O.C. 190` .800" 8°MAX. 6"�• ' {TO END OF (TO END OF EXT. EXTT / #*ODUCT kK.V kED ATTACHED JAMB mm P ATTACHED JAMB 1. �wkb dw"ml* 1 ANCHOR G WEEPHOLE PATTERN @ 24.O.C• WEEPHOLE PATTERN @ ENDS 4*"*="N• GZ• DETAIL D 1 ANCHOR O SILL ENDS. ` 11 Dow �+ HEAD ENDS. �� LYNN 4114 �•V a �.•••• ••�� '% J.R. 03118/15 N/A S SHEET ��Cy,�'r•• ENSfi' RevWdW. Dab. R9vlelp�z NOTES No. 58705 •'�� J.R. 11/05/13 DETAIL 1)FOR CONFIGURATIONS,SEE ET 12. - !6_ 2)FOR ANCHOR EDGE DIS EMD ANCHOR LOCATIONS (4 TRACKS) J ROSOWSKI EMBEDMENT,SEE TAB SHEET 6. :N';J S �E�s •: � 1070 TECHNOLOGY DRIVE TNW Da(e 3}DAYLIGHT OP (DLO}FORMULAS: ,. WIDTH:PAN DTH-8.9118' :� N.VENICE,FL 34278 HEIGHT: ELHEIGHT-&9116' ,�` FZORtOP••' po.8oxia2a VINYL SGD INSTALLATION GUIDELINES 11/18/10 4)P IGHT=FRAME HEIGHT-2 8° �' sig .•• �G NOKOM►.%FL 34274 g� J'NTS ! Retie�4 � WffOFAUTH 5570/2770 4 OF 13 MD-SGD570-0 C P.E.#58705 r DETAIL 1 DETAIL 2 DETAIL 2B DETAIL 3 WOOD INTO MASONRY ASTRAGAL INTERLOCK INTO MASONRY 1XT BUCCKK STRIP,SEE CONCRETEICMU M.ANCHOR TYPE,EMBEDMENT AND EDGE REQUIRED IF DOOR 1X BUCKSTRIP NOTE 4.SHEET 1 PER ANCHOR E��SCE PER SUBSTRATE,SEE TABLE 1,SHEET 6 24 8� HEIGHT IS OVER 96" o CONCRETE/CMU REQUIREMENT DISTANCE 3 ASTRAGAL ADD-ON $ 9 •:° PER ANCHOR ' NON-STRUCTURAL 3a ASTRAGAL ADD-ON REINF. REQUIREMENT ANCHOR Qa #i0 X 2-i/2`SMS EMBEba + ;' , • EMBEDMENT MENT : REINFORCEMENT SCREW:5 ��— a *a .•.' 2O OPTIONAL PERASTRAGAL, EQUALLY-SPACED AND 7" '• $ FROM ENDS{FACTORY o a b TYP.ANCHOR TYPE,EMBEDMENT 1/4' INSTALLEQ) ��.7 $ ,• °.=: AND EDGE DISTANCE PER MAX. 21 Qq P SUBSTRATE,SEE TABLE 1,SHEET 8 O 7 a e° INTERLOCK • ; EDGE 37 s 7 1a a EXTERIOR .Q DISTANCE 6 7 ASTRAGAL BOX SCREEN ••. '. POCKET '•• P:KOOK 4j7g iO3 a LOCKSTILE PANEL WIDTH PANEL WIDTH �� -•.– 114'MAX FOR ® LOCKSTILES, DOOR FRAME WIDTH TYP.ANCHOR TYPE,EMBEDMENT ASTRAGALS. DOOR FRAME WIDTH AND EDGE DISTANCE PER FIXED SUBSTRATE,SEE TABLE 1,SHEET 6 STILES AND i14"MAX $ 0000••• HORIZON RAI LS } .`• • • ' - •° EDGEEDGE •• • - SEE NOTES DISTANCE 08 X 314•SMS REINFORCEMENT q o ' DISTANCE ••• •• i •••• ••••i- 3&8 SCREW;3 PER RAIL,LOCATED %. •••••• • • - _ BELOW AT CENTERLINE AND 9"FROM Iib •••- ENDS(FACTORY INSTALLED) •••• •••••• .•••• ® v o b e -2-W ROW ••�••� • • ••i••• 2-3J8"ROW SPACING •• •• •• •••••• FOR TYP.ANCHOR TYPE, $ 6 $ INTERLOCKS SPADING t'�� •00:0: - ONLY EMBEDMENT AND EDGE q P DISTANCE PER SUBSTRATE. ' : • • 000900 SEE TABLE 1,SHEET 6 •••••. ' ... '•. . EMBED- ••• • • • ; ;. :.°: MENT •• • •••:•• EDGE �••••� DISTANCE FIXED PANEL CLIP •• CbNCRETEJCMU - AND ANCHORS,SEEPERANCHOR DETAIL SHEET T 196 STANQARD SCREEN •° REQUIREMENT 2X WOOD BUCKSTRIP OR FRAMING,SEE EMBEDMENT FIXED STILE EXTERIOR 114•MAX TYP.ANCHOR TYPE,EMBEDMENT 2X WOOD BUCKSTRIP PANEL WIDTH NOTE 4,SHEET 1 AND EDGE DISTANCE PER SUBSTRATE, OR FRAMING.SEE EDGE SEE TABLE i,SHEET® NOTE 4,SHEET 1 DETAIL 3 DETAIL 2 DETAIL 3 DISTANCE INTO WOOD INTERLOCK INTO MASONRY NON-STRUCTURAL }{tU1U DUCT KY"D tq g4juplyinK miN ow"ofw EMBED- ANCHOR 1/4' 8oldkv Code NOTES '{'� MENT MAX. kewpMaft NO,��✓4- 1)DETAILS APPLY TO 2.3 AND 4 TRACK �\� 1 Revind8y: Dafm Roftbw CYpiretiofe CONFIGURATIONS. ��\\O�( LYNN A91( , SHEET 0 OPTIONAL 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACING. �` J.R. 03/18/15 N/A THIS li+�,r�a�•a� od (� P-HOOK 3)SEE TABLES 2-4 FOR REINFORCEMENT ` `�'`,•'••�,\DENSE '., i-, U REIREQUIREMENTS. Q No 58705 J.R. 11/05/13 NIA THIS SHEET, PLATE(12°LONG,,0 � :,, 4)CONTINUOUS ANCHOR PLATE,ITEM 08,IS REQUIRED Z td PANEL MIDSPAN AT ALL FRAME ANCHOR LOCATIONS. P HOOK o 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR Drewrt Q REINF ASTRAGALADD-ON. '.• o ® HHORIZONTAL INSTALLATION DETAILS J ROSOWSKI EXTERIOR ,• � (S /_ * PLATE SMS, POCKET 8)ALL REINFORCEMENTS ARE APPROXIMATELY THE (U,. I#90 X 1-1/4" P-HOOK n FULL LENGTH OF THE EXTRUSION.REFER TO TEST :� STATE OF ,�. . 9070 TECN/YOLOOY Aft1VE 71dec (5)a2-5wD.C. ] REPORTS FOR EXACT DIMENSIONS. i,Qfi •.. fi(OR,Op;••�C-) N.v 8 VINYL SGD INSTALLATION GUIDELINES 11/18/10 DETAIL 1 v ' ,rSS3/ONA\-�,• NOKOM*FL 34274 ate SHset pm"VNo. Rev INTO WOOD 'd!uy'NgWL P.E. 5570/2770 NTS 5 OF 13 MD-SGD570-01 C P.E.#58705 CERT.OFAUTI�02A21;3 DETAIL 4 INTO MASONRY DETAIL 4 DETAIL 4 DETAIL 4 1X BUCKSTRIP INTO WOOD INTO MASONRY TYP.ANCHOR TYPE,EMBEDMENT AND INTO ALUMINUM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, MIN.23 KSI CONCRETE EDGE DISTANCE PER SUBSTRATE, TYP.ANCHOR TYPE,EMBEDMENT AND . , SEE TABLE 9,SHEET 8 TYPANCHOR TYPEEMBEDMENT AND HEAD PER ANCHOR SEE TABLE I.SHEET 6 EDGE DISTANCE PER SUBSTRATE, EDGE 1/8'MIN.6083 T5 REQUIREMENT,SEE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1,SHEET 8_ DISTANCE ALUMINUM SUBSTRATE 2 EDGE SEE TABLE 1,SHEET 8 TABLE 1,SHEET SPAC NG� DISTANCE EDGE 2-3N ROW DISTANCE DISTANCE ROW • SPACING SPACING EMBED- $. MEWL ° - . d •s. '°• °° EMBED- °• q •'1 ' $ MEM • ' H1 1, ♦ •i .:° T1i4' �1/4' —b1W METAL SUBSTRATES TO BE PROPERLY DESIGNED $ MA 16 $ 8 TO TRANSFER LOAD IMPOSED ON THEM U 1 100 a TYP.ANCHOR TYPE,EMBEDMENT AND 1X OR 2X 40 #8 X 31C SMS EDGE DISTANCE PER SUBSTRATE, WOOD REINFORCEMENT SCREW, ter- � ( , , ` ► SEE TABLE 1,SHEET 6 18 GA STEEL STUD OR A38 BUCKSTRIP, 7 $ 7 PER STILE,LOCATED AT EDGE STRUCTURAL STEEL 110 SEE CENTERLINE AND 6',9•& Substrate Anchor Minimum Min.Edge I DISTANCE SUBSTRATE NOTE 4, 3 12'FROM ENDS(FACTORY Tye Embedment Distance SHEET 1 FOR INSTALLED). #12 Sheet Metal Screw(G5) 1-3/8° 314° 130 LOCKSTILES, P.T.Southam Pine 1W Elco Ultrecon 1-1/2' 144" A51 RAQALS, °� EXTERIOR O IfZD STILES Q 9 (sG=•55) AVE��Stl- 1140 Eloo Crete-Flax SS4 1-1/2° 1-314• AND HORIZONTAL A Aluminum,6083-75 min. #12 Sheet Metal Screw(G5) 0.1250 11� 8 ••• RAILS Steel Stud,Gr.33 min. #12 Sheet Metal Screw(G5) 16P(0.04510) 112" i •• ••• •••••• • A36 Steel 11112 Sheet Metal Screw(05) 18ga(0.0451°) 112• D, XA L 4 ••• •• • SILL RISER VARIES • •• • B P.T.Southam Pine(SG=.b5j #•t2 Wood Screw(G5) 1-318° 31a' 1[�iCl3're'EL • �••••• Z WITH REQUIRED :6090: POSITIVE DESIGN M � •••• METAL SU&S ggE7AILS ShIbO1�M60R HE1t0 • aU PRESSURE,SEE TABLE Concrete(min.3.35 ksi) 114"Elco Crete-Flex SS4 1-314° 143116• (SIMILAR DETAIL I f TO FRAM1lw MMB AND BR.t,-• FRAME �/j SEE NOTES A,SHEETS 8&9. EXG�'�KET JtA8j • ••:••• HEIGHT. PANEL 3&6 y 19 � •••••. SEE HEIGHT •• Ww TABLESo � BELOW Xi� 18 (ASTMC•M 1/4•Elco Crete-Flex 884 1-114° 1-314° ••;•; • 2,3&4 Zd FRAME 17 • • HEIGHT- p7 • • • 2-112' l'l 4-610" ® 35 •• • •••• �••••� RISER 4-1118°RISER •.•• 3-112' 43 44 RISER (ASTM C:-90) 1/4°Eloo Crede-Fier SS4 1-1Ja" 2112° 12 3 }TES DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 1 9 1 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION&SPACING. 121 13 91 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4)CONTINUOUS ANCHOR PLATE,REM 08,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 101102 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. rk091JCC kk V tbEO 15 $ 2 14 O 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO s complying whb tho Floeift $ TEST REPORTS FOR EXACT DIMENSIONS. Raiding Coot Z • p p 1-11116° leteptrnce Mi L� �i r• {� �� , Revised ft. Data: Revistoe Explratiop clat. ,�,(�.�t(o GROUT AS ��``\O.( LYNN til/( It �w�.�+�--' ••• •• J.R. 03/18/15 NIA THIS SHEET u4• r v. o '. NEEDED, �11a" ��A .••�GEN3�' . 'A 1lltrelilade RovMm- MAX. EM 6EDMENT, NOTESMAX.SEE ��:• '• RevSedBr Dem MIN.2.7 At SHEET I f :' t4o.58705 r J.R. 11/05/13 N/A THIS SHEET, Y+. Ir ' CONCRETE 2X WOOD BUCKSTRIP EDGE = r ® +� Drem o'' EDGE SILL REQUPER EMENT, OR FRAMING,SEE DISTANCE Q- VERTICAL INSTALLATION DETAILS J ROSOWSKI DISTANCE REQUIREMENT, N 4 SHEET 1 %"� '•. ��/S � � TYP.ANCHOR TYPE,EMBEDMENT SEE TABLE i, OTE ,S EE TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SHEETS % STAID OF :' 1070 TECHNOLOGY DRIVE TIN: Date: AND EDGE DISTANCE PER o �,,. Ik t/ENlC� 34276 3UBSTttATE,SEETABLEI,SHEET6 , .t�'••.. PLOR%ID •,C9; VINYL SGD INSTALLATION GUIDELINES 11!18/10 SUBSTRATE,SEE TABLE 1,SHEET 8 DETAIL 5 DETAIL 5 '/'-/s/S, •........ (��:`, P.O.Box 1629 INTO MASONRY INTowooD ,`S�UNA1- ��• tvt?Ktf7.34274 ge, r 8oeler IRwC "'310 tA\- PE. OERT OFAM#"M 5570/2770 NTS 6 OF 13 MD-SGD570-01 P.E.#58705 - 1)INSTALL � 2)INSTALL HEADER BLOCK TO HEAD JAMB TO HEAD ATTACHMENT HEADER o (6)ANCHOR CLIP INTO CLIP INTO ASSEMBLY TYPE AS USED PANEL a FRAME INSTALL ONE BLOCK AT BLOCK IN INSTALLATION, STILE JAMB& EACH INTERLOCK. 0 TABLE 1,SHEET 7 SUBSTRATE, AT ASTRAGAL,INSTALL (3)#10 X °t SEE ONE BLOCK THAT 1.5"SMS TABLE 1 SPANS BOTH PANELS. , r � (3)#8 X 1" n i SMS ino d o FIXED PANEL CLIP FIXED ® INSTALL ONE CLIP AT THE MIDSPAN PANEL OF EACH FIXED PANEL-TO-FRAME (2)1/4"x 20 x 2-114" CLIP JAMB LOCATION. THREAD-CUTTING _ SCREW of SMS ..f , ` 0 • PLATE COVER Q j REINF.PLATE 2v ®#10 X 2"SMS(4)TABLE 2, SHEE #8 X 1-314"SMS 6 q � � KEEPER boom, of JAMBTo '� ••,• • : ••• G' SILL ASSEMBLY ••4K EPER�'O J. LOCKING JAMB •:;::.ATTAC MEldi••• . . . .,. d REINFORCEMENT PLATEsHowly DD ""• 40 FOR DOORS OVER 96".10 ANCHORS @ O 10 KEEPER • •0 •• 38,6",9",12",&46.5"FROM EACH END . :""• ••• NOTES o p •,• : .. :••••: 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. . .... 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACING. •• • 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4)CONTINUOUS ANCHOR PLATE,ITEM 118,IS REQUIRED AT INTERLOCK ALL FRAME ANCHOR LOCATIONS. �y ® ®(42#SMS REINF. COVER " INTERIOR FkODUCr kFVIWD EXTERIOR a oomptyms Wilk Ilse 1100& INTERLOCK mmi"COdc • •�` REINF. AstwasceN4 t3 451.62 5 tEsplatrtio�pOIO BOTTOM RAIL � PLATE � `��1 t +t 1�� xe,4�rt�.• oat0: Reetebn: �s #10 X 2-112" �� YNrV ��i 11 SUPPORT , SMS �.` o�� ......!I//t�F�% J.R. 03/18/15 N/A THIS SHEET �p.rr RON (2}#10 X 1"SMS �� IN •0'0ENSF' 'Q '� 12ev WW. Revlelo x THROUGH SUPPORT, = r �_ J.R. 11/05/13 N/A THIS SHEET � � 130.�87fl5 INTO PANEL _ ® neaatprJuO: MVMBr. Z#10 x 1-1/2"SMS PANEL � !s ACCESSORIES INSTALLATION DETAILS J ROSOWSKI INTERLOCK SILL RETAINER ASSEMBLY ;.� sTA Ea ; .4/ 1070TEOMWLO YMM 7w : CLIP ATTACHMENT ALL PANEL CORNERS WELDED, :�.�''• ., fitoRto�;..•'•�� ` "'p'F-wca.O.Box 5 VINYL SGD INSTALLATION GUIDELINES 11/18/10 • INSTALL ONE ASSEMBLY AT EACH INTERLOCK NO ASSEMBLY FASTENERS %i�S'tS.'' ••'•• �.��` NOKOJ�p.4 FL 34274 � g 8beerIm � Rer. �`` CERT.OFA� a 5570/2770 NTS 7 OF 13 MD-SGD570-01 C 705 TABLE 2: TOTAL#OF ANCHORS CLUSTERED �.�� SYN �Ll�(�F THROUGH THE HEAD&SILL AT EACH PANEL �� 6 •. � � p MEETING POINT.(EX:FOR C3+1,3 ANCHORS ��.• v� - Owl REQUIRED AT PANEL MEETING POINT AND 1 ti WW� � ANCHOR REQUIRED AT MIDSPAN OF PANEL). ; .�C : iyo,58705 � -• FRAME HEIGHT(IN) 7: ANCHORAGE TYPE PER SUBSTRATE ! 4-PANEL MAXIMUM CONFIGURATION REQUIRED TO ACHIEVE THE DESIGN 'O r' !f s F PRESSURE,USING THE ANCHOR i SY TE MD 84 98 108 120 QUANTIES LISTED BELOW.SEE %0�•'•. PLO • V'~ TABLE 1,SHEET 6,FOR COMPLETE ••.... m a « m m 0m r a m a► V m Q m a ® m 4► U ® p a 01 m m U 213 a m m m tl m p ANCHOR LIMITATIONS. //;,/If-`s10N X\ - maw $ ° s. ° $ A.LY�I�ilrull�.P.E. PANEL FRAME 1'' M i'-� F'' I'� H H h'� s=3 F'' F'� t� 'N� t'-' tI� TABLE KEY: NOM. P.E.#58705 WIDTH SIDE N `o m m m S m `o m _ rn m m 63 v m N m e N m $ sn PANEL L FRAME A (am) a� � < o a � a � � til) Head&SM a3+1 ap Head&Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 q+1 C3+1 C3+1 C3+1 q+1 C3+i C3+1 C3+1 C3+1 �� 5 1 Jamb 5 5 6 5 5 5 5 S 6 6 5 5 6 6 6 6 6 6 6 6 oes8� +00.0 ( r Cry 24 P-Hook 7 7 7 7 7 7 7 7 8 8 8 8 9 8 8 9 10 10 70 10 Pressure -80 0 W Co I Design +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +60.0 +60.0 +60.0 +80.0 +60.0 +60.0 +60.0 +60.0 6 Pressure _100.0 -100.0 400.0 -100.0 400.0 -100.0 400.0 -100.0 -100.0 -100.0 400.0 -100.0 -65.0 $5.0 -MO -MO -66.0 •65.0 -5.0 .65.0 W NOM. _ FRAME WIDTH Z Head&SUI C6+1 C3+1 C3+1 C3+1 C6+1 C3+1 C3+1 C3+1 C6+1 C3+1 C6+1 C3+1 C3+1 C3+1 r C3+1 C6+1 C3+1 C3+1 C3+i PANEL= #OF PANELS N LLI J Jamb 5 5 5 6 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 N 2 Q M 30 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 -1 W = LL +100.0 +100.0 +100.0 +100.0 +100.0 +10D.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 THE MAXIMUM NEGATIVE DESIGN LL Design PRESSURE AT THESE ANCHOR � � 11.J1 � (� Pressure -100.01 -100.0 -100.0 400.0 400.0 400.0 -100.0 400.0 400.0 400.0 400.0 -100.0 -65.0 •85.0 •65.0 -65.0 -65.0 -65.0 -65.0 -65.0 QUANTITIES. F, r J Z ap Head&Sill C6+2 C3+1 C6+1 C5+2 C3+1 C5+1 C3+1 C5+2 C6+1 C5+i C3+1 C5+1 C3+1 C3+1 C3+1 C6+1 C3+1 C6+1 C3+1 THE MAXIMUM POSITIVE DP AT THESE •• 6 6 8 6 6 8 6 ANCHOR QUANTITIES.ADDITIONALLY, .W J ••�• 0• • Jamb 5 5 6 5 5 6 5 5 5 7 5 8 Q • THE MAXIMUM DP FOR THE SILL HEIGHT � • • z (n P-hook 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 MUST ALSO BE CONSIDERED,SEE •• f+° I +100.0 +100.0 +100.0 100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +60.0 +60.0 +80.0 +80.0 +60.0 +80.0 +60.0 +80.0 TABLE A.THIS SHEET.Des� ..� M •� � .. Pressure -100.0 -100.0 400.0 0D.0 400.0 -100.0 400.0 -100.0 -100.0 400.0 -100.0 •86.0 435.0 •65.0 -65.0 -65.0 -65.0 •66.0 435.0 TOTAL#OF ANCHORS THROUGH THE •• .;� • FA •• Head&Sr11 C5+2 C3+2 C5+2 C6+2 C5+2 C6+2 C3+1 C6+2 C5+2 C6+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C6+1 q+1 OUGHTP-HOO . 0�0� 0 -L ••o Jamb 5 5 7 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 TOTAL#OF ANCHORS THROUGJAMH •• r • ( �. .�. P-hook 7 7 7 8 7 7 7 9 8 8 8 9 9 9 9 10 10 10 10 ; Cr} N Design +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +10D.0 +100.0 +100.0 +100.0 +60.0 +80.0 +60.0 +60.0 +80.0 +60.4 +60.0 +60.0 FIG 1: ••w • •• t� ••� 0. Pressure 400.0 400.0 -100.0 -100.0 40D.0 -100.0 400.0 -100.0 -100.0 -100.0 -i00.0 -65.0 •66.0 -65.0 $5.0 -86.0 -65.0 -65.0 •85.0 �' � � � � OH LENGTH �.• ICI Z Head&SUI C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C3+2 C5+2 C6+2 C5+2 C6+2 C6+2 C3+1 C5+2 C3+1 C6+2 C6+1 C6+2 q+1 DOOR ASSEMBLIES INSTALLED WHERE (] > Jamb 5 6 7 5 6 8 5 5 5 9 6 6 6 7 6 6 8 8 6 THE OVERHANG(OH)RATIO IS EQUAL P-h�k 8 7 7 9 7 8 8 9 8 9 9 9 9 9 9 10 10 10 10 TO OR MORE THAN 1 IS EXEMPTED FROM WATER INFILTRATION Design +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +700.0 +92.0 +100.0 +100.0 +100.0 +�.0 +80.0 +80.0 +80.0 +80.0 +80.0 +�.0 +80.0 w RESISTANCE.THE OVERHANG RATIO Pressure -100.0 -100.0 -100.0 -100.0 AW.0 400.0 -100.0 -92.0 -1000 400.0 -100.0 -65.0 -65.0 •65.0 •85.0 -66.0 -86.0 •65.0 -65.0 = SHALL BE CALCULATED BY THE �r = FOLLOWING EQUATION: Head&Sill 05+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C6+2 C5+2 C5+2 q+2 Jamb 5 5 6 5 6 5 7 5 5 5 8 5 TABLE A: OH RATIO 3 OH LENGTH/OH HEIGHT 54 P-hook 7 7 7 7 7 7 7 7 9 8 8 8 Water-Limited(+)Design Pressure 1)THE LESSER VALUE OF TABLE 4 Design +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +800 +80.0 +8D.0 +80.0 +80.0 Nominal SUI Actual Sill Max.(+)DP A AND TABLE 2 DETERMINES THE Pressure -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -800 -80.0 -80.0 -80.0 -80.0 Height Height Allowed WATER LIMITED(+)DP. .- Head&Sill C6+2 C3+2 C5+3 C3+2 (6+2 C3+2 C5+3 C3+2 C6+2 C5+2 C6+3 C3+2 141/7(" 1.688" See 2)at right 2)THE 1-11116°SILL MAY ONLY BE Jamb 5 6 6 5 5 6 7 6 5 6 8 6 i USED WHERE WATER 60 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 INFILTRATION RESISTANCE IS 41/16" 4.037" +80.0 psf NOT REQUIRED OR OVERHANG IS Design +70.0 +80.0 +80.0 +80.0 +70.0 +80.0 +80.0 +80.0 +70.0 +80.0 +80.0 +80.0 PER FIG 1.IF SO, (+)DP's SHOWN M46DUCT k''Y+wp 4-5/8" 4.614" +100.0 Psi IN TABLE 2 MAY BE USED. r 4w1*192*Ni tie F1arw Pressure -70.0 -80.0 -80.0 -80.0 -70.0 -80.0 -80.0 -60.0 -70.0 -80.0 -80.0 -80.0 r wracwt NOTES Reinforcements Required,(See Parts on Sheet 10) Glass 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. Interlock Lock/Fixed Stile Astragel FO 3)SEE TABLE 2 FO Astragal Addon Top/Bottom ROU Plate(Part#24,26) Type 2)SEE SHEETS FOR ANCHOR LOCATION&SPACING. W- R REINFORCEMENT REQUIREMENTS. � • Pari#29 Part#28 Part#26 Part#30 Part#26 Required for Heights over 96° A 4)CONTINUOUS ANCHOR PLATE,REM 98,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. • TABLE 3: TABLE A: � � •'' E.t�SE . i r Anchor Quantities and Design Pressures using Standard or Composite Water .Imlted(+)Design Presuire NOTES ti=�?:' \yG •,-,t Reinforcement(See Part We below table) 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. , MW HS>!GLA41; Nominal SNI Actual SNI Max.(+)DP 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION&SPACING. 1 q : NQ,5ave B FRAME HEIGHT(W) Height Height Allowed 3)SEE TABLE 3 FOR REINFORCEMENT REQUIREMENTS. AN GLASS+7ha•AR 4)CONTINUOUS ANCHOR PLATE,ITEM 118,IS REQUIRED AT ALL FRAME LU 8MGE43t19'Tw.CAP 8•PANEL MAXMUM CONFIGURATION 1-11/1W 1.888" See 2)below ANCHOR LOCATIONS. LLJ 80 84 86 " 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 'r �l b p(' •• ` 3.1/2" 3.464 +60.0 psf 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. i p SpA.• m "OE3't Q ~ 4-111(" 4.037" +80.0 psf 4-W 4.614" +100.0 Psf 1) E LESSER VALUE OF TABLE A AND TABLE 3PaNiFRAME ~ mTH SIDE A;�'!S•!•!S,r P.E. WID11 1 DETERMINES THE WATER LIMITED(+)DP. P.E#58705 2)THE 141!1W SILL MAY ONLY BE USED WHERE r' Head&SUI C3+1 C3+1 I C3+1 0+1 C3+1 1 1 C3+1 C3t1 C3+1 C3+1 C3+1 Y WATER INFILTRATION RESISTANCE IS NOT V L Jamb 5 5 5 5 5 5 5 5 5 5 5 5 REQUIRED OR OVERHANG IS PER FIG 1.IF SO, 24 P-hook 7 7 7 7 7 T 7 8 8 8 8 +DP'S SHOWN IN TABLE 3 MAY BE USED. Design +80.0 +60.0 +80.0 +80.0 +60.0 +80.0 +80.0 +80.0 %W.O +80.0 +811A +80.0 0 v Q Pressure .60.0 -W.0 -4.0 40.0 40.0 40.0 -0.0 $o.o .80.0 -80.0 -80.0 Head&SUI C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 I C3+1 C3+1 C3+1 Jamb 5 6 5 5 5 5 5 5 5 5 S b 30 P-hook 7 7 7 7 7 7 7 7 8 8 8 FIG 1: Design +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +80.0 +80.0 +�.0 +80.00 OH LENGTH OD 'q W Pressure -80.0 -80.0 -60.0 -60.0 -W.0 410.0 40.0 •60.0 -60.0 -8&0 -00.0 X0.11 M Head&SUI C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 DOOR ASSEMBLIES INSTALLED WHEREW a � THE OVERHANG(OH)RATIO IS EQUAL J M Jamb 5 5 5 5 5 5 5 5 5 5 5 5 TO OR MORE THAN 1 IS EXEMPTED Cf) LL 38 P-hook 7 7 7 7 7 7 7 7 8 8 8 1 8 FROM WATER INFILTRATION _ W Q Design 460.0 +80.0 +80.0 48&0 +60.0 +80.0 +60.0 +80.0 +80.0 +6&0 +60.0 1 +60.0 W SISTANCE.THE OVERHANG RATIO F W ••m 0 � z BE CALCULATED BY THE • Pressure .80.0 •80.0 -60.0 •60.0 •80.0 .80.0 460.0 -60.0 •80.0 .60.0 •80.0 Z.a- • NINE FOLL . EQUATION: • --J •• Head&SUI C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 r�Yy • f'a' • Jamb 5 5 5 5 5 5 5 5 5 5 5 5 OH RATIO=O GTH/OH HEI .ris • • • 422 P-hook 7 7 7 T 7 7 7 7 8 8 8 8 • Design +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +00.0 +60.0 +80.0 +80 O +80.0 +80.0 •NS? M ••+) ' Pressure .80.0 -60.0 •60.0 -80.0 460.0 •84.0 -80.0 -80.0 .60.0 -00.0 -60.0 -60.0 ••� = • CA• •• Head&SUI C3+2 C3+1 03+1 C3+1 C3+2 C3+1 C3+1 03+1 C5+2 03+1 C3+1 C3+1 d �• ••0 Jamb 5 5 5 S 6 5 5 5 5 5 8 5 Sig `" • 60 •.h � u r„ 48 P-hook 7 7 7 7 7 7 7 0 ON 7 8 8 8 8 • Design +8&0 +60.0 1 +00.0 +80.0 +e&0 +60.0 +84.0 +80.0 +8&4 +KO +80.0 +8&O • •.� ( '•� Pressure Wo •60.0 •64.4 .60.0 -60.0 40.0 -W.o -60.0 .60.0 -60.0 •60.0 -60.0 QC U) Reinforcements Required,(See Parte on Street 10) plass Typo, o > Interlock L=Wlxed StUe Astragal Astragal Addon TWBottom Rall (fte Sheat 1 Standardl Part#26 Pad#25 Pad#28 I Part#30 1 Pad#26 ThermsI4 pli Part#28 Part#27 Pad#27 Pw1#30 Pad#27 B,C ABLE KEY: ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE 1, Oct, SHEET 6 FOR COMPLETE ANCHOR LIMITATIONS. NOM. ON I PANEL FRAME A TOTAL#OF ANCHORS CLUSTERED THROUGH THE HEAD&SILL AT EACH WIDTH SIDE PANEL MEETING POINT.(EX:FOR C3+1,3 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MiDSPAN OF PANEL). jgP Head&SUI C3+1 Jamb 5 TOTAL#OF ANCHORS THROUGH THE JAMB. 24 P-hook 8 ----......`TOTAL#OF ANCHORS THROUGH THE P-HOOK. �mpCI k Vildw ��p kir file lPlorlia Design +100.0 -otia .o-L Pressure -100.0 THE MAXIMUM POSITIVE DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY, sae N0 THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE NOM TABLE A,THIS SHEET. ON PANEL= OF'PA°LS THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. �ludo C ~ WIDTIi s -++��7 {�-- 5.875° -- �+/-��p�7��'�{[" 5.875' -------•• �*� 3.000" 1.570" �-+- 1.430• 1.585" I-+- 1.5954 r- • -y ULJ I�l_J 1 O 'loir Q _TI n ii F-1 ❑ 1.8tr O p $ t ow 24 REINFORCEMENT � 1.445• •125 .100• �] COVER .110" 2.833 .300• 2.768" .4�' 2.788° � L RIGID PVC d 2.386° RCK HEAD/JAMB 0 2 TRACK SILL � ��" Z- RIGID PVC RIGID PVC -��-•- .125• 120` .-I}•-- .182" .120" -.►I I-+- .1821 &250' � 2.607' ---1 KAOD 7O�C7 OC 8250100' REINFORCEMENT AND STILE AND STILE REINFORCEMENT REINFORCEMENT HL' tom' ❑ 1.812 ❑ o p 8 1�" 6005-T5 ALUM. REINFORCEMENT REINFORCEMENT 6005-T5 ALUM. 6005-T5 ALUM. �� 6005-TS ALUM. COMPOSITE O 3 TRACK HEADMAMB 2 51t' U RIGID PVC 03 TRACK SILL Am 10.825" RIGID PVC " 10.835" 3.483' �L7�0�� 0� ❑ .100° 0 _T .090' 4.279° .100° ❑ H ❑.100° ❑ 1.812 O L7 d [� 1.888° 125° 2.710" 4.835" Fri 4 TRACK HEADIJAMB 4 TRACK SILL I� .125' FLE:I-C Q RIGID PVC RIGID PVC 2.291' L 2.1t8' 90L 1x75• �- y, 44W ---I � .930• tLl •�' � .s4o° .84� � t.�` �RE REINFORCEMENT ADD-ON 31 PLATE ADAPTER Q ADAPTER K 36 RIGID PVC ADD-ON �j �D soTTOM�41i soo 1 xwH 6005-T5 ALUM. 6063-T6 ALUM. RIGID PVC RIGID PVC F .082• .125' .301° -•I1"-' .082" T_ .062 FRAME SCREW ANCHOR PLATE TRACK INSERT KEEPER BOTTOM RAIL $75°�--- •�5'1- -`11'°2°`1`- �1�" t-- .... Y 0 COVER ®6063-T8 ALUM. O 6063-T6 ALUM. 10 6063-T6 ALUM. 11 SUPPORT .off T .0e2° t� � 1.593" �+- � �•� �••••� ....�. RIGID PVC 6063-T6 ALUM. t�3• F 050" 1.993' 1.827• " ' " • • 1.435 1• 87• •062• •••�•• • •• •••••• 1.435` 1.813° (•"- 1.487" " ,_ 320• 055" • •••••• • 1.5i0" • 0 BOX SCREEN 1 BOX SCREEN BOX SCREEN 3 BOX SCREEN 9 BOX SCREEN �. • i• " .050 _ ' o60 TOP RAIL ®BOTTOM RAIL ®SIDE RAIL ASTRAGAL OXO ADAPTER • ow .05W 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. ADAPTER 6063-T6 ALUM. OUTER SILL SILL TRACK BOX SCREEN SILL OUTER SCREEN BOX SCREEN HEAD 6063-T6 ALUM. .094• "�" 12 COVER 13 COVER 14 ADD-ON TRACK 16 AND JAMB ADD-ON I�---j- 1.081° t.ost• RIGID PVC RIGID PVC 6063-T6 ALUM. 6063-T6 ALUM. RIGID PVC I _T �11.202* 5" 075. ••••• umsfift 1.778" 1.778 -�{ .782" � 678° '..' I t.085" I+ 2.060' 050"pil -4-- 050" -"`1h�- 094" _ 2.975• 1.T2.88r 4.041• I 10 STD.SCREEN 11) STD.SCREEN �3 STD.SCREEN $0 FIXED PANEL CLIP 3AW " 0 TOPBOT.RAIL 0 SIDE RAIL © ASTRAGAL 6063-T6 ALUM. g 5.178 9�• 1•� 6063-T6 ALUM. 6063-T6 ALUM. ADAPTER�0 6ALUM. .ow ow 0010 �o�� ma t -!J 0 •02 .080" �� `� L.......�((� i�/ RerlsedBY•' Revlslon: plisi� 7 SILL RISER 18 SILL RISER �:J 6063-SILL�T6 ALUM. ®6063-SER �8 ALUM. 21 p_HOOK `��ae•�`��Ns� '••;Q JR 03/18115 NIA THIS SHEET @ k!4 1 Q 6063-T6 ALUM. 6063-T6 ALUM. T6 ` :• p5 Re Br. DM � ALUM 140'S�7 IJR 11/05/13 N/A THIS SHEETI f5; .' Ui- me ommoaw ST. 128t• t.281• ° 1281• 1�0" I} .o•':• b r�eo� •'�! PART DETAILS J ROSOWSKI 210 .252 O .173 \ . P•CUR� • i OP''.� �� 10707ECHHol.00YDRNE 7%w Dab. _T _T '125 ','��''''•••••''' fie; N MACE,FLW76 VINYL SGD INSTALLATION GUIDELINES 11/18/10 1-1/16"BEVELED BEAD 1-1116"OGEE BEAD 1-3H6°OGEE BEAD P-HOOK REINFORCEMENT ��S��lbNP� �`� P.O.sox tats NOKOMIgFL34274 Dieft Na rRer ®RIGID PVC QRIGID PVC RIGID PVC PLATE ALYNNMILLER,PE cE_ TH 5570/2770low'* 6063-T6 ALUM. P.E#58705 NTS 0 OF 13 MQ SGD570-01 C Part# PGT. # Description Part# PGT.# Description Part# PGT.# Description ��`� '� ... 1 619001 2-Track Head/Jamb 50 419042 Frame Header Block ~ 2 6i9002 2-Track Sill 51 48052 RollerAdj. Hole Plug 90 612256 Screen Top Rail 3 619025 3-Track Head/Jamb 52 41735 SGD Panel Come-along 91 612257 Screen Bottom Rail �c �= 4 619026 3-Track SDI 53 41736 SGD Panel Come-along Cover 92 612258 Screen Side Rail-Lockstile p Ii, 5 619027 4 Track Head/Jamb 55 71696 Dust Plug 93 64344 Screen Astragal 6 619028 4-Track Sill 56 44385 4 Hole Bumper Stop 94 617349 OXO Screen Astragal Adapter ��q�l••, srtoav� 7 619009 Frame Screw Caner 58 619037M Fixed Panel Ciip 95 64428 Screen Double lnteriock '��,�S��'t 0� �.` 8 619031 Anchor Plate 59 71696G Sill Plug 96 617347A Screen Bug Flap A.Li MULVA P.E. 9 619007 Track Insert 61 78)(38PPTX #8 x 318" Ph. Pn.TEK Screw 97 41818K Screen Keeper Spacer Set REM 56705 10 619029M Aluminum Keeper 62 78)34PPSDAX #8 x 3/4"FI. Ph. TEK- S.S. 98 72OXlX 1/4-20 x 1" S.S. U 9 11 619036 Bottom Rap Support 63 781PSTX #8 x 1"Quad-S.S.. 99 72OXI12X 1/4-20 x 1-U2"S.S. co 12 619006 Outer SDI Cover 64 781PQX #8 x 1" Pn Quad-S.S. 100 717936 Wstp, .270"x.150"-Fin Seal o Q 13 619011 SDI Track Cover 65 78Xi14PHPT4IOX #8 x 1-1/4" Ph. Pn. TEK 101 78RAZ Standard Roller 14 619039 Box Screen Sill Add-on 86 710X1PPSDAXX #10 x l" Ph. Pn. TEK-S.S. 102 7SRAX Standard Roller- S.S. LOCKWGS Screen Lockset W 15 618012 Outer Screen Track(Standard Screen) 87 710X115PPX #10 x 1-112" Ph. Pn Keeper Screws 103 7 -� Z 16 619038 Box Screen Head and Jamb Add-0n 68 710X2PPX #10 x T Ph. FI S.S.Screw 104 418l8K Screen Lock Keeper Spacers J 17 619O22A Sill Riser-(DP60) 69 7lOX212PPDAX #10 x 21/2" Pn Ph. Tek S.S. 105 7SDKEEP Screen Lock Keeper W WW VM 18 619023A SDI Riser-(DP80) 70 712X112PP #12 x 1-1/2" Ph. Pn.A Standard Screen c _ LL 19 819024A Sill Riser-(DP 100) 71 GE 7700 Silicone 110 612033 Screen Frame-Top/Bottom Rail C] (' O 20 619032 P-Hook Adapter 72 Dow Coming 995 Silicone 111 612026A Screen Frame-Side Rail(Latch) 0 21 619020 P-Hook 73 71726K Neoprene Setting Block l"x4"x1/18" 112 612033 Screen Frame-Side Rail p 24 619014 Rakforcement Cover 74 Metal Spacer-9/32" 113 617363 OXO Screen Astragal Adapter ent Plat 75 Urethane IG Sealer 114 64863K Vinyl Astragal Z 25 619030 Reinforceme !-�- 26 619017M Top, Bottom and Stile Relnf. (Alum) 76 Slicone-Foam Super Spacer-7/16" 115 617356 Screen Sill Adapter 0, 00 " 27 19046 Top, Bottom and Stile Reinf. (Comp.) 77 Hot-melt Butyl 116 6FP95K Bug Flap •"� •Ir" U) • 28 619018M Interlock .300 Reinforcement 78 619010 1-1/16" Beveled Bead 117 7R42DK Rivet „�• o Z� *08 29 619013M interlock .400 Reinforcement 79 619015 1-1/16"Ogee Bead 118 74XVA #4 x 1" Ph. Pn. SMS ..� " 30 619019M Astragal Reinforcement 80 619016 1-3/18"Ogee Bead 119 78X112PBATS #8 x 1-1/2" Ph. Pn. SMS A Z ••• ••p�� ••QQ 31 619035 Reinforcement Plate 81 Cardinal XL Edge Spacer 120 41703N Screw Boss Bushing 35 619005 Interlock Adaptor 82 62139 Ogee Vinyl Muntin 121 712027 Comer Key Wheel Assy. (Standard) a.aayy v Z 36 619008 Astragal Add-on 83 63609 Insulated Glass Muntin-Horizontal 122 712027SS Comer Key Wheel Assy. (S.S.wibearing) 37 619004 Panel Stile,Top/Bottom Rail 84 4CONN I.G. Intersection 123 41805K Screen Handle ®� ;•• •; 40 718609 .187 x .280 Finseal(Stile) 85 7558K I I.G. Gridlock Clip-7/16" 124 41806 Screen Handle Slide •• 41 71895K 1-1/2"x V x 3/4" Fin Seal Dust Plug 86 7560K I.G. Gridlock Clip-5/16" 125 704/813 Screen Latch Assy. 42 419041 interlock Clip Cover 128 7SNKPN Screen Keeper 43 78153X Tandem S.S. RollerAssy. 127 61693K Serrated Screen Spline-_.14&' 44 78153N Tandem Nylon Roller Assy. 128 61692K Screen Spline-A65" 4 � 45 619043 P-hook Reinforcement Plate 129 61694K Screen Spline-A 5T �x 46 71OX125FPSDX #10 x 1-1/4" FI PH SMS 1$0 61816620 Screen Cloth NOTES 1)SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. rkODUCP kVV1bED as eompb%8 wlib The Flo & sawlag c& 4e"ptanee Ne 1" a.ti2— Eaprrules Dotfg If 44 11 to e : �a- r�i Dade4L TYPE STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE + y D K L D 2P2T A M M A 1 P2T A M 6P3T R F e P xx 4 xx 2P2T D P R K x x ommo SD C M Ds M A L D XO ox xx g F F B s a K T 2P2T A Xx M 6P3T M A R3P2T L�4 A SD DS oxa oxo x"m D K 3P3T B F L D _L' B F F B 3P2T H NOT AVAILABLE A M F B M MA xxx � 8P4T R P XXX D K B 4r.D B F 0)000=0 A R 4P4T B F L D 3P3T M DS AB A in=M F F B F B J M A U XXXX X)= 8P4T M A Xxx OXX D K 2P2T c M )00000= B F xx 3P3T p M M DS LtrD A rte~ M-13 A u 4P2T B F Xx0 xxx C M L D xxxx 0000 • • 4P2Tf �R NOT AVAILABLE .... ...... . . F oxxBP3T F L D C M 0 .. �.� .• .• ~ B B ...... . .. ...... • 4P2T M A NOT AVAILABLE X)oovx •••• sees i 00 00 C M .... .... ..... s . . D g FK 8P4T B F . •• •• •• ...... B F 0000• . ' B F • C M • • • • • • 0000•• A M 0000•• 4P4T J J M AEn ••• ' DS SD •• • 0000 ' ' tkm� $ w�`""^� a NOTES • • • •• • XXXX Xxxx 1)MAXIMUM OF(8)EIGHT PANELS UP TO W FRAME HEIGHT. K IMAXIMUM XI OVER 96"AND UP NEL CONFIGURATION FOR FRAME D HEIGHTS F 3)MAXIMUM ALLOWABLE FRAME SQUARE FOOTAGE=292.825 FT' 4P4Tn:t5 B F FOR DOORS WITH A MAXIMUM FRAME HEIGHT OF 98°(REFER TO rkoolic i•k4:vp" JP LR TABLES 2 AND 3 FOR MAXIMUM PANEL WIDTHS). as conplyma with lbs"orw A U u lkidin Cade DS M DS E{w SD A Revised By: Dab. RSVWM' �xpirallor Df�c 1gZ oxxx4 LYNN xxxa L D L D �`� °�,��cs�sF 9 � J.R. 03!18115 NIA THIS SHEET F P R B INTERIOR �'�';• Recon 6P3T R NO No P - �r NO-58705 � J.R. 11/05/13 NIA THIS SHEET, OXXXO SCREEN O)OOCO SCREEN _ in's tlespfpyenl Dr�axe+ey • L D L D EXTERIOR !� L i o7�n w SAMPLE CONFIGS AND PANEL NAMES J ROSOWSKI 6P3T F A M e $TATE F ; 1070 TECHNOLOGY DRIVE Idle: o A %��'•'••. �toR�o�••'' ```� At vENrc�FL7e VINYL SGD INSTALLATION GUIDELINES 11/18!10 SCREEN SCREEN '• �`�, ••.•• • ��C?` P.O BOX im xxxxx xxxxx ',,S/�nlA,- �`� NOXIO116ft ft 34274 selkelAlodse suer sheer DrawhlgNo. Rev. "ANi11HULi�� p-E. 5570/2770 NTS 12 OF 13 MD-SGD570-01 C P.E.#68705 CERT.OFAUM#28298 SINGLE FIXED F SINGLE SINGLE C DOUBLE ASTRAGAL ' P INTERLOCK LOCKSTILE INTERLOCK INTERLOCK INTERLOCK FIXED SINGLE SINGLE SINGLE M LOCKSTILE DOUBLE R LOCKSTILE INTERLOCK H INTERLOCK INTERLOCK INTERLOCK T ASTRAGAL FIXED SINGLE J LOCKSTILE ASTRAGAL (BOX OUT) OUT LOCKSTILE K INTERLOCK LOCKSTILE SD SINGLE � � DOUBLE T ASTRAGAL FIXED U ASTRAGAL LOCKSTILE INTERLOCK INTERLOCK {BOX IN} IN LOCKSTILE (BOX OUT) OUT A DOUBLE LOCKSTILE INTERLOCK S FIXED ASTRAGAL U ASTRAGAL LOCKSTILE (BOX OUT) LOCKSTILE OUT (BOX IN) IN U ASTRAGAL ,�,M�rC� LOCKSTILE S FIXED ASTRAGAL A SINGLEM:==0 LOCKSTILE • (BOX IN) LOCKSTILE IN INTERLOCK DOUBLE SINGLE DS INTERLOCK .•tNTjERLOCK . . 0000 0000. L SINGLE ASTRAGAL D LOCKSTILE SINGLE •••;•• : •..• .•••:. (BOX OUT) INTERLOCK GEr- OUT INTERLOCK NOTES •• ;...0; 1)DETAILS APPLY TO 2.3 AND 4 TRACK • 0 0 • CONFIGURATIONS. •.•. •••• ••••. 2)SEE SHEETS 2-4 FOR ANCHOR ..:o.• • . •.0•.• L R ASTRAGAL SINGLE J ASTRAGAL 3)SEE TAION L SPACING. ••••�; LOCKSTILE 3}SEE TABLES 2-3 FOR REINFORCEMENT • {BOX OUT) OUT INTERLOCK ( } OUT REQUIREMENTS. •� . BOX OUT 4)CONTINUOUS ANCHOR PLATE,ITEM#8, • • • 000000: 0000.• IS REQUIRED AT ALL FRAME ANCHOR • • :0 LOCATIONS. .•• 0 0000 000.0 • • • 00 N ASTRAGAL SINGLE JASTRAGAL • IN INTERLOCK LOCKSTILE IN (BOX IN} (BOX IN) C v*00ucc lWrlssw► SINGLE ASTRAGAL su;aiKc�"I`j`"` (BOX IN) INTERLOCK IN `\�� ,,�� az eaey : Rem: p`I,.;t�nuN.°n�2201-& 4 �•�o�'��...... FiQ '�• J.R. 03/18115 N/A THIS SHEETr ( �� 1 •.•4\GN •. Rerteed8y Dai: RevJalOn: tea{Dade SINGLE SINGLE INTERIOR : • 5$�a B No J.R. 11/05/13 N/A THIS SHEE INTERLOCK INTERLOCK = = � DreM Or. EXTERIOR = a PANEL TYPES J ROSOWSKI -o• ��jE of9070 TE0ffiVotOOYDWW Dai SINGLE %�00;0.0 FLOR`°P' ��+ N.V&XF-FL 3427B VINYL SGD INSTALLATION GUIDELINES 11/18/10 MLOCKSTILE ,,'�t� 0000 ti� NOKO W 74 s s1►.�: N& jRwc INTERLOCK S N1� sar.OFAUM 5570/2770 NTS 13 OF 13 M D-SGD570-01 P.E.#58705 A to a 4las ro . 37.5(YMAX.OVERALL = —6 rr •: * z PFRAME WIDTH tool. 0 4; 5200 W. CENTURY BLVD. r LOS ANGELES, CA 90045 • • • Z C ao c Smooth / Wood Grain / White Wood Grain h n X z LL Rustic / Mahogany o C a m a a Series O Fiberglass Door ZZ Z Ln INSWING / OUTSWING a ' PACT' Z ° IM o � W GENERAL NOTES z o LL, 133 _ ® �,Z 1. This product has been evaluated and is in compliance with the 5th Edition (2014) FlorCN ida Building Code W W o o-J (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). , X z o o 1z J Q:N Ec 0 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material g m � cn Cr w w { shall be beyond wall dressing or stucco. a Cr j ° o 3. When used in the"HVHZ'this product complies with Section 1626 of the Florida Building Code and does not N M o 'a require an impact resistant covering. 00 .'. ... ...-b . 4. When used in areas outside of the"HVHZ'requiring wind bome debris protection this product complies with ° Section 1609.1.2 of the 2014 FBC and does not require an Impact resistant covering.This product meets 000000 00 00•' • ' ' ECL missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 0000 Ole . . c� • .... 0 -0 . . 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry 00:00:LM • .B construction. N • 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed ' ' • w o engineer or registered architect. Ln 7. OutsvWng configurations meet water infiltration requirements for"HVHZ'. All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or aat habitable locations protected by an overhang or canopy such that the angle between the edge of = z canopy or overhangto sill is less than 45 degrees. - .,... »: : `.......:..:::.:::. : .>...<.:.>.:... , :` ° ................ .�........#........ • :• - , .....:.•.:.:::......:.:::::.E:... ....:.:. ............................. ..TABLE OF CONTENTS .......... w Za � ~ ed ... .......,............................... .:: .p `............................:::;:::k: :.. .:. •.::. .::::::a::.. ••.`: 'i:;::.i SHEETS DESCRIi'T10N . I :. / _:;::::> kf ' � 1 Typical elevation,design pressures,&general notes 37.50" z a W 2 Dow panel detaiB INSWING X +75.0 -75.0 GATE: 02JI 6112 z a 3 Horizontal cross section 82.00n E W 4 Vertical aoss sections scqE N.T.S. 5 "oInt lock detail 37.50 DWG. BY: JK m 6 3-point lock details OUTSWING x +75.0 -75.0 '�_ CHK. BY: LFS 3 7 Buck and frame anchoring 81.13" DRAWING NO.: N 8 Components See sheet 2 for hardware design pre re imitations _ FL-152 i 0.1 0 9 Biq of materials N y SHEET T OF 9 .• .••....... 0.4" EXTERIORr '" M • M 7. .aa v' y a • a a p a Z O r O M llllt il�� •e• ,. .• a •s V N .•Z R Zg xZU N CAP(PVC) INTERIOR LATCH STILE{LVL} TOP RAIL `;' g o w ' HINGE STILE(LVL) CAP(PVC) (COMP.) a N° m a a N 1 HORIZONTAL CROSS SECTION --� `0�z , G 4J J d ' o .�+ 35.75"MAX O.A. e ¢ WIDTH o � D >'O •°.i• � m Z LLI Q a. >. U d• Q O ego �G • ••.•• ••• :• cr $ Z 93 E � Ii4NA . COE.t..... DEG . L ......M .., . ...: KNOB: SIGTURE SERIES KWKSET ± 75..... . :. FOAM CIONTREERIOR EXTERIO••R.••:•.. ' • • `m` N • •. •:. .• . .' DEADBOLT SIGNATURE SERIES(480) (POLYURETHANE EO SCHfAGE KNOB: '"SERIES 061) + 75 1.9 PCF MIN.) •• N N • DEADBOLT: "B"SERIES(1160/62) " •` • •• _ co X z w a• = SEE HARDWARE TABLE LEVER: FLU SERIES " •••• • • • • !n •• 0 N PAMEX DEADBOLT: FD7 SERIES ± 7S E. L3 HOPPE MULTI-POINT LOCK: 3-POINT TONGUE ±50 FIBERGLASS SKIN A. • Q a SEE HARDWARE TABLE (0.125"MIN.THK.)�`� °.l •' R i W&F MULTIPOINT LOCK: TRILENNIUM"3W SERIES t 75 ,n e See sheets 5 and 6 for multi-point lock details. �, a o BOTTOM RAIL `A 0 a z 2 --� (COMP.} z n DAM- 02116112 W a Q c scAiE: N.T.S. J LU DOOR PANEL JK m PkIswo2 VERTICAL CROSS SECTION CHK. eir. LFSFbe3 rg 2 DRAWING NO.: IY y N FL-15210.1 SHEET 2 of 9 u J, 1-1 J4"MIN. ,`��.•.•�••.••...••. Z! •• ��',I' y 1 2 EMB.(TYP.) Q•. •% a� 4 4 _ �.' �jl G — _v ' _ 10 a y° ��'�''•• •`' ,/ �~ 'fit �•�- ca M) r O M �Z 4 P � � x z°.� m INTERIOR4 o m °W g p o a. C a �� m tlaE 40 d ® 7 4 a E CZ SLn X I a e N 3 0 A N a tS 4 tJ V cn cn P c Or N > ° EXTERIOR H E 4 D 27 a w v z 1-11*'MIN. r N r D 2 1 4 5 E 4 P ° EMB.(rYP.) ... O a 3 Q 2 1 '... z .. ... $ 4 4 4 3 HORIZONTAL CROSS SECTION D '••' a •• a •• C o $ Shown w/1 X sub4)ucic 0.15' $ ••• •• Y • • 4 e 0.15' C'SINK C °� °EN 4 D q4• d � P a . •••• . ' . .. : 4 CSiNK • . D . PP.) s•• • •• •.•• • . • • •.• .L INTERIOR L . • • D 'P 0 • • • • U. 4. D • • • .•• Q 4 INTERIOR ••• • • Z ..: a • • 7 4 •• •a • • r�•I 4 • • N 7 LL Q D 40 4 a O h d n • e 4 ° Cf CL n D tL It D a z 44 Q .. F' C. z C� 4 D DTI J o 4 4' z � Q tI z Z w D 4 fl� Qp DATE: 02116112 z 11 9 EXTERIOR EXTERIOR 27 sr,At.E: N.T.S. o LU a d 4 ° E DWG. BY: JK m U A 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 4 �= LFs IL 1-1 X MIN. M. 3 Outswing shown-Inswing $ Oufswing mown-inswing °�"""G '�: w / EMB.(TYP.) also approved also approved FL-15210.1 0 ' C IsHm 3 of 9 c*' ```�• •..•....... sto to • De °. - PD °. .D a (1 E •Q _. „ G d CL W (D in z b D g v i $ z° � s 9 c W 7 G ` � �Z tn LL. 40 EXTERIOR INTERIOR a N 7 1 2 EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 4 Shown w!1 X sub-buck o z EXTERIOR INTERIOR 0 1 VERTICAL CROSS SECTION 4 Oututswing shown-inswing c� U � CC O IyJ 24 o .... > I = .•. 0 .... Q 00*4:• r \m .• . 0- . . 0 . M ,! •..:.. •• Y •CL •• c EXTERIOR INTERIOR E da ' c de d _ _ a EXTERIOR INTERIOR d • • • . • •: •..• • • . . wA Q d d d O •....• • • • • . tp 40 d a d me, • •• d d o d C) N : ••• • • • • 30 31 32 33 34 Z 5 VERTICAL CROSS SECTION •• • • ••a . N 4 Shown w/ADA threshold 36 : i 37 w r; 38 0 a E o to m E w Z d d V d O d .4 Z d 4 o d Q v d Z C3 z s d ome 02116112 i a sme N.T.S. ° LU CL 3 VERTICAL CROSS SECTION DWG. er: JK m 4 Outswing confirgurafian 4 VERTICAL CROSS SECTION A a 4 Inswing configuration CHK. air: LFS 3 a DRAWING NO.: a FL--15210.1 N i O c y SHEEP 4 OF 9 N V O� II ��N& % ��yyyto p t Im IS 'OD VCR II��►1 �� `` z 9 °D z° UN •; �r � zSZ,4 aoo �y M�i 5 0.01L a d m IL a. c c _ z c".. M w 0 vW Itl L ' g 9,a v R 2X BUCK 58 N d s Q © 1 X BUCK H U01, !E 2.17" i '..a.ao a t-3 J tD 25 HOPPE MUtfl-POINT LOCKSET 2X BUCK •••••• •••' o •• • d O d t"Tongue •... a ...• a ` •® ,� 1X BUCK H '0.00' x • —RAM. . Q 00 L 2X BUCK " '..'' N• ' N1 X BUCK H 23 s FFn L y W • i= 1O J 4 4 1° OO z ® °0 U W Z STRIKE JAMB a E3 4 tai Zi U LU DAM 02116112 i Z it O SCAM N.T.S. it D". BY: JK m CHK. BY: LFS i • 23 MUtTi-POIM STRIKE P1A1E u, LATCH AMD DEADSOLT STMICE PLATE DMMNG Ho.: N a Tongue system FL-15210.1 ti G MANUAL RAISED TONGUE GEAR SYSTEM ° �, sH�r 5 of 9 s , ,% * / N �•••.••••�•� I ``N -••.. ••• /�♦ r O' ; i 01 C � Gl ♦ �• � to / •••'••• •••••• • �`` J y W ' O M °D 2 55UN • z 8zU r& 9 CW .-r c z° Nin Uzz w Ln 0 cv O LL .a a p m m c�. . Wop CL a no*f go 10 00 0 z N • ® • •••i•• 0 • Q i•• �i m 0*00 0 069 •• .• CL E ••••.• • • • d 57 N .• i • •1.0 N • • U. U) 60 o o � J CL • • Z a MUCK 58 � m B 1 X BUCK H a ft---V m oZ I 13" Z E)i Z DAA: 02/16/12 °z a � Q scnM. N.T.S. u 5 uj a. DWG. BY. JK m W&F T�ilennlum 3000 SERIES STRIKE JAMB DETAIL CHK. BY- LFS a WV iNG NO.: 3 pt.Lock N n FL-15210.1 0 sHEu 6 OF 9 v N Ix n 4 �� ••'' ••. // m ii •� e de• `""P'� =Z ri` • a r V• . e e e � e. e • Q �' e a I •i 6a • �� O � . ? // • v.. e ~ a '/ •'••• •.•'•• �` J �m 4D 10 zo SEE HINGE e . L 2X BUCK zo CL a N c D TYP.HEAD s a hDETAIL(TYP.) 0 aX z &JAMBS o 71G 1 X BUCK N a� z W 3 TYP.HEAD Zo 4 m a a MASONRY b, MASONRY &JAMBS <"� ! `` OPENING M OPENING o Z cW Jia FRAME z N • • � � � T ei U Z O U. 2X BUCK--\ 0 2X BUCK J Lu Ln • 11 w „ 0 a... • -. .._. • •••�•• D •••• O Y•• •• ADA SILL O • o X .••• irl • e. ONLY .... a a 6 v o •••• • 4 0 a • • a' •••••• • a 6 6 «— • E ..� •.-. �••i•iPoe LL • Lau Lau • :pope: d • • e o v 90 v. Q. . o V a a .v o .o Q. . o _ •• • • • N a C . ii V? = Bl1CK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB z Masonry construcfion ir V) + o CONCRETE ANCHOR NOTES: a 1. Concrete anchor focattorns at the comers may be adjusted to maintain the m1n. 1 XBUCK H nR ci edge distance to mortar joints. 2. Concrete anchor iocattons rued as"MAX ON CENTER"must be acWed to � � � maintain the min.edge dstance to mortarjoints,additional concrete anchors H 2X BUCK L may be rec�ed to enure the WAX.ON CENTER"dlmenston are not exceeded. 1 X BUCK 1 X BUCK H 4 w z 3. Concrete anchor table. VI#....... AhtJst. tlA#�iG lll� t t • 11 °' `C AR 2X BUCK 2X BUCK L r, z LL � TO tsort Tac 2X BUCK 58 11 E ::.:::EtE:.:::.. Al�li#c�l� z z :.::.:::.:..:::.::...:..::. mrr 1 X BUCK M sere: 02/16/12 i g TAPCON® 1/4' 1.114" �" 58 2X BUCK 1 a ELCO i/4" 1-1/4" 1" 4° N.T.S. rTAPC�QNO CON 27 H 1X BUCK awc. ear JK m • o 3/16" 1-1/4" 3" t-1/2" HINGE DETAIL CHK. BY. LFS 3 a NInswing Nc No.: p, WOOD SCREW MAUA17ON NOTES: DITCH K DEADBOLT DETAIL HINGE DETAIL FL-15210.1 sMdntdn a n**n m 5/8"edge d1stance, 1"end distances&1"o c.spacing of vwood screws to prevent the V tang of wood Ou ting SHEET 7 of 9 4.56" —4.6"— 4.56" is Q.• `•. v M 2" 2" z :.�Z. pp � ` �, " z M �z #- - 2.44 ►�.. 2.13 �, N .. OX z° , OUiSWING THRESHOLD 34 OUTSW(NG THRESHOLD POLY FIBER JAMB `h. E S m° 0 DLP(QOSR) Columbia High Dam(581) Piastpro � N p r a M a IL T r, o o � 4.56" � E vin z 4.68" tSa o: 4.7" 0 Lv 2.36" 2.2" ti o cn OUTSMRNG THRESHOLD OUTSWiNG THRESHOLD 2 WOOD JAMB g m a` 32 DLP(QOSH) 31 Columbia(575) W ..5�. En. rp •. • 0 it ••••.• •• p •..• • c • 000 • ' a •.•• a • • 5.62" 5.63" oT``�. 2.088" .. . 0 C; � • N A 0.57' � V) _ OMMNG THRESHOLD INSWING THRESHOLD WEATHERSTRIP DOOR BOTTOM SWEEP o EndUra $eC W) Columbia T En ura ice 5 S L N `_ W N 0 4 4.56" ? PE650 z 5.625'— " m W i 4.56" o ® Awl � o 0 Z 0 `j' Q RAIL- 02116112 z scAm- N.T.S. 9 INSWING THRESHOLD 37 INSWING THRESHOLD 24 ADA THRESHOLD owc. sr: JK m' o Endura(Z-Series) DLP(ISCSj DLP cKK. er: LFS g owanruc NO.: a FL-15210.1 N o = c SHEET 8 OF N d d Bru OF MATERIALS ;Al C3 OEM* DRIESCWN 1WEVAL A 1X BUCK SG>=0.55 WOOD ' B 2X BUCK SG>=0.55 .POO.. WOOD i ;P.. C 1/4"MAX.SHIM SPACE - �'�,� ''4040•• ...4040• ��•`, > > ri m a D 1/4! X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL � �f�ttt ttt+ ++�` z a 0 on MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE a N z E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 E z $ Z a G 114"X 3-314"PFH ELCO OR ITW CONCRETE SCREW STEEL 9 � � ' fig 5oLa H 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL '� m a a I 1/4"X 1-314"PFH ELCO OR ITW CONCRETE SCREW STEEL CZ N L #8 X 2-1/7'PFH WOOD SCREW STEEL E D W M #8 X 1-1/7'PFH WOOD SCREW STEEL 3 d 1 POLY FIBER JAMB COMP./VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM to 8 DOOR BOTTOM SWEEP VINYL Z 4 9 4!'X 4"BUTT HINGE STEEL k 11 #9 X 3/4"PFH WOOD SCREW STEEL a g 22 3 POINT"TONGUE'MULTI-POINT LOCKSET(Mfg. BY HOPPE) STEEL '' m `', �� M o Lj 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL •,M J0•• • N 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 6.0;0• o 40'40'' o '�••• • 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL •••••• o ••• *- 29 ADA THRESHOLD m •••• • ALUM 0.00• 0- ° • a 30 OUTSWING THRESHOLD ALUM/WOOD .. >m ' ' a 31 OUTSWING THRESHOLD ALUM/WOOD . . •. E 32 OUTSWING THRESHOLD ALUM/WOOD . . :• 33 OUTSWING THRESHOLD ALUM/COMP • 34 OUTSWING THRESHOLD 0 4040 A ALUMiWOOD .•0. � � ' • N 3b INSWING THRESHOLD ALUM/COMP 0 to > 37 INSWING THRESHOLD ALUM/WOOD w o 38 INSWING THRESHOLD ALUM/COMP `" 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - o m 55 #10 X 1-1/7'PFH SCREW STEEL 57 BACKING PLATE STEEL 58 #8X2"PFH WS STEEL i 60 MULTI-POINT STRIKE PLATE STEEL 62 LOCK ASSEMBLY STEEL m w z Q J N M3 L3 � z Z " Z V z OAW- 02 16/12 i a SCAM N.T.S. ° 0. DWG. BY- JK m' a u 5 ca_ BY. LFS 3 FL-15210.1 N 0 ri s MiEU 9 of 9