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WS-20-503
�,_ _W303- Z0-5o3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ayes FBC 201"� b Master Permit No)y S 03 —20 "-5 03 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: �I3g Folio/Parcel#:II 62a( 0011 2.1 1n Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type:,. 1 Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): I �e `'�S� r�w�l t(�l� Phone#(Vh1�(0 22 Address:1,,5 GCOCO CCUC City: Im 1 �71 111 Stater. Zip: 1 I3 Tenant/Lessee Name: Email: Phone#: CONTRACTOR: Company Name: u)l1&iv- WolrS Corp Phone#:L3c54J -14-U0 Address: 1�5_146 Kyly iSq 5T A City: Mtanoi State: i' _ Zip: //���� Qualifier Name: Phone#:�3OS! L49o-+(1 0 State Certification or Registratio #: ('_('A-Cj!5')a'�Wq_Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 23.94q 0c) Square/Linear Footage of Work: Type of Work: ❑ Addition E- Alteration ❑ \ New( ElRepair/Replace ❑ Demolition I� Description of Work: Lml )"( Q. cy1d '-tOck �-- 1G') W loftw5 and C 1> o_00 r Specify color of co or thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State WE 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 wo construction in this jurisdiction. I understand that a separate FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.... rk will be performed to meet the standards of all laws regulating permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charge Signatureem � 0 /W OWNER or AGENT The foregoing instrument was acknowledged before me this day of j- A) 20 � by A � A S` e 10 who is personally known to )(� me or who has produced as identification and who did take an oath. NOTARY PUBI,)C: i Sig I. -- Print: to I—0 (Z L©(rll� d. Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of k*'�7 /y-1 — 20 ---) y by J 1Jti�e a S ut-1PPV1 % who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ,C. U i5 JDCAYl r 0 (ZC9C;?::: as Seal: ��r rus CUTS G DOIAWtIQ Seal: o�►Rr ruev LUIS G i)OMINGUEZ ••., Vo ° Commission 9 GG 213217 Commis-� # GG 213217 + Expires July 18, 2M * Expires Juty 18, 2m IP°y z7 9jf F F' �� rd?d trrJ Ji;d Nc'a7 Spa APPROVED BY 7b[�10 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 The undersigned Affiant,M e�� so, M OG�"6m does hereby attest that (Property owner) The attached survey, performed by HTSU12 & VLXC0 - (Name of surveyor's company) TES 671V dal =11-03TGUM 50361. Performed on (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Further, Affiant say, et naught. Y Property Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this day of Affiant is personally known to me,. produced �1 �� F �Lj as identification. Notary Revised on 5/22/2009/ Revised on 6/12/09 �uevc LUIS G DOMINGUEZ commission # GG 213217 c� Expires JL418, 2022 Smded Tiri 3L60 kf"'3'1$9ftM,71t Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). t: GACX0 cci o Cr n /Owner Signature / Date Print Name QUOTE —11896 Client: Name: Melissa Mosheim Address: 675 Grand Concourse -Miami Shores-33138 Phone: 786-210-2244 Email: Mosheim.melissa@gmail.com Four BLR Doors, Corp. 5743 NW 159 Street Miami Lakes, FL 33014 Phone: (305) 456-7460 Fax: (954) 239-9684 Ship To: Four BLR Doors, Corp. 5743 NW 159 Street Miami Lakes, FL 33014 YOUR P.O. #: TERMS: DATE: 1/27/2020 50% Deposit; 40% Material Receipt; 10% Final Bid for Impact Resistant Windows and Doors Four BLR Doors to Supply and Install Doors/Window: ➢ PGT,,Impact Resistant Frame White, and Laminated Glazing Gray. • (,(4)-Casement Windows, Serie 740. • (14) Horizontal Roller, Serie 7710A. • (1) Picture Windows, Serie 7720A. • (1) Single Door, plastpro DRA2A o Painted to customer color choice 0 Description of work: • - NOA's will be supplied. • Processing Permits are included. • Clean and inspect openings. • Install new windows and doors. • Tapcon Anchors per approved code. • Caulk & Seal inside and out. • Sweep and vacuum all work areas. • Haul away debris. • Exterior & Interior Wall Finishing of areas next to replaced doors and windows. To match existing surrounding conditions, as closely as possible. Notes: FB Doors is not responsible for repair openings. FB Doors will install windows in openings prepared by others. Window Bucks are not included. Repairs have a (90) Ninety -day warranty, and New Installations have (1) One-year warranty. City Permit Fees are not included **Quoted PGT** Openings Total Materials and Installation. _> PGT Aluminum Frames /Window/Door (HVHZ) (20) $ 23,979.09 Terms & Conditions: FB Doors will service manufacture's defects. However, defects and service schedule will not be basis for holding back final payment. FB Doors is NOT responsible for manufacturer delays or arts of rr,r1 th.t jv1 M Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-03-20-503 PD Permit Type: Windows/Shutters IA�Wor►assification: Window/Door Replacement Permit Status: Approved Issue Date: 04/27/2020 I Expiration: 09/02/2020 Location Address Parcel Number 675 GRAND CONC, Miami Shores, FL 33138 1132060172170 Contacts SHAUN MOSHEIM Owner Business: 7862102244 FOUR BLR DOORS CORP Contractor ISRAEL LA RED 11467 SW 235 ST, MIAMI , FL 33014 Business:3054567460 permitdepartment@fbdoors.com Inspection Requests: Description: REMOVE AND REPLACE 19 WINDOWS AND 1 Valuation: $23,979.09 Inspec ion Re DOOR Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $14.40 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $4.80 Scanning Fee $12.00 Technology Fee $7.50 Windows/Shutters Fee $250.00 Total: $346.20 Building Department Copy Payments Date Paid Amt Paid Total Fees $346.20 Credit Card 04/27/2020 $346.20 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above named contractor to do the work stated. COVID-19 Authorized Signature: Owner / Applicant / Contractor / Agent Date April 27, 2020 Page 2 of 2 F B000Rs Is- HR 39 3/4" X 47 3/4" NO 18-0627.01 ZONE 4+36.70/-39.70 Revision GARAGE zo 20- HR 52 7/8" X 50 3/8" NO 18-0627.01 ZONE 4+36.70/-39.70 18- HR 79 3/4" X 50 3/8" NO 18-0627.01 ZONE 5 +36.70/-48.90 EGRESS 19 OFFICE BATH I 1- CA IS 1/8" X 38 3/8" 2- CA 191/B" X 38 3/8" NOA 17-0514.14 NOA 17-0614.14 ZONE 5+36.70/-48.90 ZONE 4+36.70/-39.70 Draw by: BEDROOM 1 FLI 3- HR 52 7/8" X 50 5/8" NOA 18-0627.01 ZONE 4+36.70/-39.70 EGRESS Date: M 108 ■ �� �_ `l / .^ 7 - �./ \ NOA 18-062].01 EXISTING TUBE L.I �/ �/ ���•••/ii ZONE 5+36.70/-48.90 14- HR 531/8" X 50 5/8" Is. CA 19 1/8" X 38 3/8"f 15 IN 18-0627.01 NOA 17-0614.14 ZONE 5+36.70/-48.90ATH 14 ZONE 5+36.70/-48.90 EGRESS BEDROOM 4 17- Z 31" X 79 3/4' NOA I._30.05 ZONE 5+36.70/-48.90 ---------------- ......................—____� 17 13 13- HR 11" 110 5/8" NO 18-0627.01 ZONE 4 +36.70/-39.70 FAMILY ------------------------------------------------- - -- ----- ------------------ 12- CA 37" X 50 5/8" KITCHEN ! 12 NOR 17061A.14 i ZONE 4+36.70/ 39.70 EGRESS BEDROOM 3 t 11 Il-HR 37"XSO 5/8" NOA 18-062].Ol I ZONE 4+36.70/-39.70 -------------------------------- --------------- LIVING- J DINING BATH to 0 HR 37"X383/8" NO 18-0627.01 j ZONE 4+36.70/-39.70 ENTRY I ----------------- I j------ ---_—__' — 9- HR 531/8" X 505/8" F HR 693/4"%63" 6-HR 111"X13" BEDROOM Z NOA 18-0627.01 NOA 18-062J.01 NOA 180627.01 20NE5+36.J0/-08.90 EGRESS ZOEl NE 5+36.70/-08.90 ZONE 4+36.70/-39.70 $� 5-FD 36' X80" FL-15210.01 ZONE 4+36.70/-39.70 7- HR 37" X 50 5/8" 8- HR 531/8' X 50 5/8' NO 18-0627.01 • •NOA6WF'7.0y • • • • • • ZONE 5+36.70/-48.90 • ZONE 4+36.79/-39i0 • • • • • • • EGRET • • • • • • • Client: MELISA SHERPARD •• ••• •• • • • •• �F FLOOR PLAN 675 GRAND CONC FOUR BLR DOORS,CORP JOB : 5743 NW 159UY ST MIAMI SHORES, FL33138 FB11896 OR• i • • • • h; IV d , FLORIDA SUILDINO COVE 2017 611t Ed. - ASCEISEI 7-10 -WIND LOAD TABLES - 170,175 mph Enclosed buirc2ng viitn mean root helght less than or gquAl Ihnn 00 r:4et UROSUR9 aAND D -LOAD FAC70FU 0.6INCLUDeD WIND FP,l;551.)RE3 IN P5f w1NP PFXS5URF5 IN P•9fb • • 170 IviPH VELOCITY - W05URE C 170 MYM Vi LD07Y - 1XPc44e . bll+piing Roof Slope less thca, RooF Slope [,reate , building Roof SJgpe lass 71han ftOoj•�I§p �gr¢ai I-feloht tO degrees than 10 degr=ea Height . 10 degrees . fhvj2 jlegree 1 l z+1 & z51 z4 f z5 1 z4 4 z51 24 1 x5 E wC T aR I OP.OL)fAW COU.1 lY, PAUA HEAGM AND OTHEF; Ereme COUNries W1kD f�:c'SS1JftES I.'V P5F i 175 MFM VELOCI Y - [W'0-9UW C Building Roof Slope less 1,11an l:ao-r 1191 Height 10 degrees I thdn 10 z4 1 4 1 z4 A.z51 _ ?.4 1 zb Lo"ilam I 5P,OWARD C09NTY, €'ALAS HEPCTI AND EX4WRE COUNTM5 VAND P?M$LJPE5 IN I'5f 175 Wrl VELOCITY - JEWMUP;� 0 al enter Sullditig 12onf Stone iess than Roof 51013e yreafe.i- :arees Neinht 10 dearecs than l0 iteAre s I I2A A 251 z4 1 z5 124 A z51 24 1 zry 1 •••• •••••• r • • • ••• PosiiAe Negative Poslti�� P}egt,tiv' z4 4 z5 x4 Z-5 z4 A z5 z4. z5 0-15 1 4.4.5 46.2 59.3 4$-6 52.8 65,1 16-?6 •16.o _ 5n.7 62 r 511 55A 58 ri 2t-30 50.? 34�4 6b,9 54-B 59.4 73.4 s1-40 6Z.0 57,2 70.4 5?.6 G2.5 77.1 , 41-50 54.9 59A 73.1 60.4 65.0 an21. 51-60 5b,6 61.3 75_B 61.3 67.1 h2 9 1JJ1AT1(191 I iG(7',i1u11 ! 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Far b1 diF+.J z ; i ex,Lvsule 6 Fret°ifs ir, lll+t uFnrusf r-:iev4an rp; a d�rdg iy�eafax Ihpn:E41V it or�0la�r,S L:e I:vilq'iM l�i3h( :vi�i: rEr s pte3lsr, L�s+3d on lh= 3`8r:� l-h�L?, usn ExpGsur,; Cvnen tuild'� srir�atEdin ElpashrB 6 5-E9tPLi81JR:: ti (+arUon 28_t;tJ-Olsen i4Frlm�Hh aca{ier. v'rit•�iuctlana wih. hetphl$ te5s Ihan 30', vpea aa0ntry and k���1'.r�. Eki�Cx�a G v4 art ty'..4", agnsum DAM B da natapp. y G•EXPOSURED(S"110026,73)-PA wlnbslfudrdWasvfrdgrbarsurfacesFr6v2jo,inl eufrnfriddifcci+anfor adislanctgremlarman5WO11 or241a1>esVlobvldkghaiBiiS averfsgiaalar / i-&LJ}LtYYG C01dS1UE7tE[I EhJGLC�Q-du1 al8zFm1 �ii t� irr.{faCl i�„3�tant glazing w preleded utih a.1 ua}+aa! tesisCagi cUrrtr�3 d. UI, MATE WIND 4SPS 0 - &170 MPH. 1.75 Mflf 9. r0p00RArfivFA¢TOR Kale I - (FLAT Ti RRAIN) 19- tifMrTIONA1,tiY PAr T()R Rd R.851%4nd DiraclianaldyfadaO 1I• rl OUrARYARM 10 S1 wA 60aE mIP (a; ThL, t✓ mle. raf 1034 of the Ina0 horizootai dimenslan or 40%of lha hfaan tool height bug dal less Ihan Iha:tVV of 4 A of the fe65ttwt(zontafdi „fanat311. zml, 1��'tt b��,Ytl/��'�,d• 1j F n •9 <aBWx0,1 ofa -chxOA 61V4>ssarel}XAlth n SL a must nol to Inns tuna d n5feerata 0.G4kM4 �,`114124411A4dAdddpr .•�,�P...�11fSF IN0 d T •• Sr T °°r`�°I�7iaAl Alf 106 191�1'"�® plastpr* 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTS WING "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velodly Hurricane Zone" (HVHZ). 2 Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. When used in the "HVHZ' this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an Impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.12.2 & R301.2.1.2.I. 5. For 2x stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing 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 at habitable locations protected by an overhang or canopy such that the angle between the edge of canoaV or overhona to sill is less than 45 dearees. TABLE OF CONTENTS SHEET# DESCRIPTION SHEET# DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 7 Horizontal & Vertical Cross Sections (Direct to Masonry) 2 Door Panel Details 8 3-point lock details 3 Horizontal & Vertical Cross Sections (2X Buck) 9 3-point lock details 4 Horizontal & Vertical Cross Sections (1 X Buck) 10 Buck and frame anchoring 5 Horizontal & Vertical Cross Sections (Direct to Masonry) 11 Components 6 Vertical Goss Sections (Thresholds) 12 Bill of materials 37.50" MAX. OVERALL FRAME WIDTH O z z 3 3 z a �E _ 2 ♦� w Y LL J J -22Klrr � w w O p b ci Z `° 6 CS pZ V9mCW (� gL° aaIL ~ LL O Z C W •• ••• • • • • • •• AW! • • :DEI& I POSUIE j'SIV CONFIGURATION FRAME POSITIVE NEGATIVE DIMENSION x 37, x 81b: iybU• •-75.10. sheets 2 for hardware dcs4 pr;ssw lmitatior>i : : ' . • • N_Z DAM 0211611 SCAM. N.T.S. • M. BY: JK • CM Br. LFS • • oruwMc NO, • FL-15210.1 • sir 1 or 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 01f, EXTERIOR OX i IIIV # IIIIIVI'�.I I \ INTERIOR / CAP (PVC) LATCH STILE (LVL) HINGE STILE (LVL) 1 HORIZONTAL CROSS SECTION 2 35.75' MAX O.A. WIDTH E3 E3 v a o R3 o O � m QO NX SEE HARDWARE TABLE SEE HARDWARE TABLE Z DOOR PANEL 40 Plastpro Fiberglass CAP (PVC) HARDWARE TABLE MAX. DESIGN MANUFACTURER MODEL PRESSURE..... KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) t 75 KNOB: -r SERIES (F51) SCHIAGE -r ±75 DEADBOLT:SERIES (B60/62) LEVER: FL3B SERIES PAMEX ± 7S DEADBOLT: FD7 SERIES FHOPPE MULTIPOINT LOCK: HLS90DO 3-POINT TONGUE t 50 ENDURA MULTIPOINT LOCK: TRILENNIUM 3000 (3-PT) } 75 See sheets 5 and 6 for multipoint lock details. Co'. T11 Q L •1�111 %CO o n z UN• i l^ v e E imZo TOP RAIL0 n j a (COMP.) v a d L m a G. (° 0 E 0 v z Z C o0 w Ca b. �•v' U Zp � O to J o , 2 z 2 O � 0 W tL o o 0 0 F 0 a a INTERIOR EXTERIOR y m U U m FOAM CORE (POLYURETHANE- s ^ 1.9 PCF MIN.) N N u, ww z o a� h j LJ 00 � RBERGLASS SKIN e • �.' (0.125" MIN. THK.)�` a a ••... • •• ••• • • • <, • '. • •• N W B5-gOMRVF r.:�• •• �• o gOOMP# • • +: 4(0 w z DAM 02116112 sc4L: N.T.S. VER AAC O_S SEC ON cHK ar: LFS • • •Z • • • • • • • • • • • • • • • • • • DRAWING FL_ W.: 15210.1 ,SHEET 2 OF 12 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1-b EMI 1 HORIZONTAL CROSS SECTION $ Outswing shown (Inswing similar) 1-1/4"MIN. EMB. (TYP.) 0.is, B I C'SINK C (nP) INTERIOR 40 7 ° EXTERIOR E ° 2 HORIZONTAL CROSS SECTION 3 Outswing shown (Inswing similar) 1 • •• •Y. • 7 • • • • • • • • • • `,� • • IM EXTERIOR • INTERIOR • • y.� • • w,E 02/16/12 xx N.T.S. DM. BY. JK ri*'� VERTICAL CROSS S@OTION • . • . LFS 3 Outswing shoym 'nQ milar) • • • • • • • • • • • • • • • oanwwc NO.: • • • • • • • • • • • • FL— 15210.1 • • • • • • • • • • • • •• • ••• • yM ,3 OF 12 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Mil Ile t•, awn =V•� �* a l o N .. V Z Z V V Em m o Inn 5°tm a mD as e 4 c p E ez A a ` W lVr, o° �T0" E C 2 1 Y �U cc J 1 2 ev e fL5 m �P7 v NU 3W w ZU E e am oW Nn 7 7 ° x0 ® 40 ` O U G INTERIOR a < A C i� mm �m 40 0 0 N N va pp Ul EXTERIOR w w o 7 27 G A MIN. 9 IN EMB. (TYP.) 1-1/4" MIN EMB. (TYP.) W as �_ 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION �� VERTICAL CROSS SECTION ^ 4 Shown w/ 1 X sub -buck 4 Shown w/ 1 X sub -buck 4 Shown w/ IX sub buck W Outswing shown (Inswing similar) Outswing shown (Inswing similar) Outswing shown yryywirp�rpl arl a O a • • • • •• ^moo • • • • • • • • • wh 02116112 i • • • • • • • soLLa: N.T.S. Dwc.Itt: JK m • • • • • cwc. BY: LFS 3 • • • •• • •• • • • 000 DRAWWG NO, � • • • • • • • • • • FL-15210.1 sires 4 OF 12 • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A, ........../ m to d z m \Y' 6J < inn I.111 Z O m O O M1 2 Z U \V e Em m Q. £ NM D Qta a a m a: a, a 4 0 E 0 v o �a E E 10 Z 1 C C p� ZD �p Z.-. i M ai a.M z(n 7 E O M 7 INTERIOR � c e �° o N- =y a a a o ��m v >v C12 ° 40 n a 0 0 N N 11 EXTERIOR 7 1 2 ww V, Z o 11 9 27 M is rn EXTERIOR INTERIOR o o 1-1J4"MIN. 1-1/4"MIN. EMB. (TYP.) EMB. (TYP.) a❑ oa Q. Q- :31:31 i 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION VERTICAL CROSS•56CAQN • • • • • . • =' Shown Direct to Masonry 5 Shown Direct to Masonry 5 Shown Direct to Masonry •Outswing shown (Inswing similar) Outswing shown (Inswing similar) Outswing shown (IIR -vng simla• 1-Z •• !•• •• • • • •• U nve 02116112 T scue N.T.S. —.g" JK m • ••• • • • • • • • • • • • • • • • CHK. BY. Lf S 3 • • • • • • • • • • FL-15210.1 sxlfr 5 OF 12 " • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .... .tl�ii Av G V M T ice' �••••••.. `_fib` Q'$�n �I ....• �`� J > O� / /1 11111 O M m 2 ON •• g - °a S m 8 a n�` aya maaE E EXTERIOR INTERIOR °_ W o° 3`a Of 0 �o 8 40 io &W U� 29 f L m f�5 6- m "w �o sK w P-v) N KZ am 2 §!0 EXTERIOR INTERIOR U o W ° d d EXTERIOR INTERIOR o O ' � } m a .. a ° _ T T, 30 31 32 33 34Ou 40 %2� VERTICAL CROSS SECTION 8 6 Shown w/ ADA threshold 36 n a 37 00 N N 88 w w o x 0 n E oo o ° d k�° ' a o 0 as d ° n 8 ° ° VERTICAL CROSS SECTION • • . • • • • • ! 6 outsw ng confrguration 3 VERTICAL OROSS 9ECTiON• • • • • • • • • • • • o 0 Z 6 Inswing co do �•• •• o • • •• DATE 02116112 z a°,r. N.T.S. DWG. BY: JK m • • • • • • • • • • • oHtc �+'� LFS i. K • • • • • • • • • • • • • • • • • • • • • • DRAWING N0: 'D • • • • • • • • • • FL-15210.1 0 • • • • ! ! • • • sNrEr 6 of 12 N ••• • • • • ••• • • • • •• • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z 1.5" f MAX. 1.25' MIN. EXTERIOR M INTERIOR 5 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 4-9/16 jamb f r r INTERIOR /_ 40 a n EMB. (TYP.) E p ` EXTERIOR ` I/ _�-1-1 /4" MIN. EMB. (M.) 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 7 Shown Direct to Masonry 7 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb Outswing only w/ 4-9/16' jamb MAX. Z' w MIN. L5" MAX. EXTERIOR INTERIOR r6'� VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing any w/ 6-9/16' jamb yf C T r„ z L00 0 L N M c lii •ii E 1-1/4"MIN. EMB. (TYP.) �� HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16'jamb INTERIOR -A Z rl•: O` n m F- o m Q 0 6 n IT U N •• ` 2 C x Z m° a N t i o *a '� p o w mda� 4 C O E l�\+ vz cw S 3`d Q, Z ¢ o U� VO zo oln r dsti �I SG � a E W a y • • • • • d • • • N y 4 J o • EXTERIOR • • • • • • • • • • • • • • Z a N ^ M 1-1/4°MIN. EMB. (TYP.) DATE:02116112 i SCALE N.T.S. • �4• HORIZONTAL -CROSS SECTION �• � JK m' • • • 7• • • Show Di ct o I� ason,)A • • O�tswlrlgonlKw/•6 9416 jwb • • cHC er: LFS rc ownnHc Ho_ • • • • • • • • • • • • •• • ••• • FL-15210.1 N 0 s m 7 of 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s' n a a -Ila a` _ .� z ", - -%-� Z Om /////� p in \\�/// /''�11111 Ill\ `\ U N Z p a_ z oZo ci p \v LO m Cw 0� d N p�j O Q L m maaw C LL 0 aZ / 2X BUCK 58 w p 8 id o IX BUCK G 0 0 y p m DIRECT M Q MASONRY o � ?o 0 Y 23 aS m = 2.1 T' w c� � D: w J EL O Q 2X BUCK 22 NOPPEMULTiPOIMLOCKSET 25 o O m H1590003�oint'Tongue" 0 1X BUCK G 0 a a a na+ DIRECTTO M E MASONRY > ? m 1.7' 2X BUCK 58 = T E2 � nv ni O I BUCK G N N DIRECT TO M 23 d d z MASONRY w w o 22 0 = n 10 p� w T o0 � o0 1" m O > > Z Teo m W= •• ••• • KSTRIEJAMBB • • •• nMo • • • • • • • • • i •• ••• •• • • • •• WE- 0216 12 Q O SCALE N.T.S. 9 o Bwc. BY: JK mm • • • • • • • • cw BY: LFS 3 23 MULTIPOIMSTRIKE PLATE 25 IATCH AND DEADBOLTSiRIKE PLATE • • • • • • • • • • • oB�m. No.: Tongue system • • • • • • • • • • �_ 15210.1 N • • • • •• • • • e • • MANUAL RAISED TONGUE GEAR SYSTEM • • • • • • • • • • • • • • S+EZY a OF 12 ••• • • • ••• • • D J A. U n W d kiS Q = m Z b U N •• Z 55 ` o o x?d \\j o Z m U a Nt 9aLa a ma0. « LL � p E `o Z ] 9 � Jd _J d' Q r ?o 0 U �5 m F � a U O M O~ a a U mUm 4 !n v 57 N N N 60 Z W W O moo � 00 2X BUCK 58 q z n� m 1XBUCK G w i •• ••• • • • • • •• DIRECT TO M • • MASONRY • • • • • • • • • • N o 0 ••• •• • • • •• DATE 12 i SCM.E. N.T.S. ° DM. BY-. JK m • 000 • • • • CHK m LFS 3 ENDURA TRILENNIUM 3000 STRIKE•IAMBDEAII• • • • • • • • • • • • • • • • • • • DRAWMC NO, N 3 pt. Lock • • • • • • • • • • • • FL-15210.1 • • •• • ••• • - 9 Of 12ra N ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (TYP.) D TYP. HEAD & JAMBS MASONRY 7 OPENING 2X BUCK U �o CONCRETEANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to moriarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoinis, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dmension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT _.. .EDGE.... ANCHOR ITW TAPCON / " ELCO 1/4" 1-1/4" 1" 4" ULTRACON ITW ® 3/16' 1-1/4" AS SHOWN 1-1/7' TAPCON I. WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5/6' edge distance, I"and distance, d I"o.c. spacing of wood screws to prevent the splitting of wood. STRIKE JAMB 2X BUCK I BUCK DIRECT TO MASONRY 49/16" JAMB P DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 7) a SEE HINGE L 2X BUCK DETAIL (TYP.) G 1 X BUCK DIRECT TO D MASONRY MASONRY OPENING TYP. HEAD & JAMBS FRAME >4-9/16' �U M O 2X BUCK 6-9/16" JAMB N DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 7) ► ADA SILL ONLY FRAME ANCHORING Masonry construction LATCH d DEADBOLT DETAIL o;-1=d n 00 q rn rt z Co n i U N •• O E� z(n CJ o Yea coa maam •< c o a0 E 9z cw c� z it � z Z60 �O z Q LU rn yca � 4m yN C, O Y U ¢ a ¢ m a HINGE JAMB DIRECT TO DIRECT TO MASONRY M DIRECT TO o 0 MASONRY MASONRY M > a ; e IX BUCK 2X BUCK 1 X BUCK G 2X BUCK L 9 1X BUCK G • • • • • • 2; BUICK L • U ♦ • ♦ 9 DIRECT TO 11 • • • • • • • ♦ • • • ♦ ♦ Z wte 02 16 12 N.T.S. IX BUCK DM. at: JK o 2X BUCK • ♦ • • • • • • CHK. aY: LFS 3 HINGE DETAIL Insw ng • ♦ • • • • • • • • • • • • • • H • • G EA f Outswin� • • • ♦ ♦ FL-15210.1 C sxErr 10 of 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 ��_ �', NCI OUTSWING THRESHOLD 30 DLP (QOSR) N 4.69' N WING THRESHOLD SH) 33 OUTSWING THRESHOLD Endura (Z-Serfesj gINSWING THRESHOLD Endura (Z-Series) 34 OUTSWING THRESHOLD Columbia High Dam (581) 31 , WING THRESHOLD Columbia (575) " 38 INSWING THRESHOLD Columbia INSWING 1HRESHOID 37 DLP (ISCS) 4.56"� � 0 POLY FIBER JAMB Plastpro Z WOOD JAMB WEATHERSTRIP Endura Force 5 n �1 DOOR BOTTOM SWEEP . ......... . . ... .. . . . .. 29 ADA THRESHOLD • • • • DLP • • • • • • • • • • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• N.T.S. BY.. JK ar: LFS WM NO.: FL-15210.1 Er 11 OF 12 g ... / �•••• ���TnTT na • • ••• • • • • • ♦ • • • • •• ••• •• • • • •• + • • • • • • • • • • • • • • • • • • • • • i • i • • • • •• • • • • • • • • • • • 000 • % a_=: •• o n �� o ° a° z° U N •- v xz°d Qm°co p' °a p o a a ya ma`aT 0 E v2 S ,W c° 3`a o ?� �N �s (no Ex o � a J g W m M o J J m 0 a a z O m p Z U nv ao N N p W W 00 00 ��_ma•• IN .-O a*�02116112 i sce.e N.T.S. ° owc. m: JK m — er: LFS 3 DR TFmL NO EL-15270.1 " siim 12 of 12 " BILL OF MATERIALS ❑EM f DESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4"MAX. SHIM SPACE - D 1 /4" X 2�/4"PFH ELCO OR ff W CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING 70 ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" x 3-i /4" PFH ITW CONCRETE SCREW STEEL I 1 /4" X 1-3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL J 1/4" X 3-3/4"PFH ELCO OR fT1N CONCRETE SCREW STEEL K 1 /4" X 2-1 /4" ITW CONCRETE SCREW STEEL L # 10 X 2-1 /2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL M 3/16" X 2-1 /4" IT4V CONCRETE SCREW STEEL N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL P 1 /4" X 2-1 /4" PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP. /VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4"BUTT HINGE STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 22 3 POINT'70NGUF' MULTIPOINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADATHRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 55 #10 X 1-1/2" PFH SCREW STEEL 57 BACKING PLATE STEEL 58 #8 X 7' PFH WS STEEL 60 MULTIPOINT STRIKE PLATE STEEL 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• R R W Building Consultants, Inc. W BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 • • • • • • •••• •••••• ProductEvaluation Report Report •• IAiigusf19,2017 Product •••• • • 11ategory Sub Category Manufacturer Pro ygtia'dme • • .,, �, 0 • • Plastpro, Inc. Smooth I Wood ra I hite Woo rain `" • • Exterior Swinging 5200 W. Century Blvd. • • • • • • • Rusti�l • • • • • • Doors Exterior Door �Il��isgany • `. Assemblies Los Angeles, CA 90045 Series OfibdtgTss Door Phone 440.969.9773 Inswing/Outswina - "Im.14% `• • Scope: Product Evaluation report issued by RW Building Consultants, Inc. & Lyndon F. Schmidt, F%i•(Sy9tem ID P lw) for ; 000 •; Plastpro Inc., based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, EIWAV ant of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code structural requirements including the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.2 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing 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 at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.2 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Siqned by TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. TEL 01391846 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. William Shelton, P.E. ETC-05-255-16776.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ETC Laboratories Joseph L. Doldan, P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L. Doldan, P.E. ETC-07-209-19303.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ETC Laboratories Ben Meunier 2. Miami -Dade NOA Materials 17-0712.05 Sallex PVB Interlayer (Eastman Chemical Company) 16-0314.11 Royal Mouldings (Ext. PVC) 3. Drawing No. Prepared by Signed & Sealed by No. FL-15210.2 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by �a���F�SCHM�/i� Siqned &Sealed by Anchoring ASTM E 1300 RW Building Consultants, Inc. (CA #9813) ��► �j� E �S�:•. �i� Lyndon F. Schmidt, P.E. Glass Load Lyndon F. Schmidt, P.E. \G 5. Quality Assurance .��� i No 43409 • Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. o 3 : STATE OF �i�O'n� ••'c� O R t Lyndon F. Schmidt, P.E. FL PE Sheet 1 of 1 :'NA4�`:�°� 9/18/20117 RW Bc R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 •.•..• .• .• ificate of Independence ' • • • •' ' • • • •' • • • • • •• •• •v • RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will aqltricefinancial interest in the company manufacturing or distributing the product or in any other entivinvolded in 6% • • approval process of the product named in the accompanying Florida Product 4' ro3al. • Z-7:�L Z:—,I— Lyndon F. Schmidt, P.E. FL No. 43409 August 1, 2017 R:\A - A Product - Job - Lab - LlstslA - Florida - Product Approvals\Florida Scanned Postings\Place Holders\Certificate of Independence.doc Sheet 1 of 1 MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of cQ44tuction materials. The documentation submitted has been reviewed and accepted by Miaini-Dade Cofhat}4 MR ....... Product Control Section to be used in Miami Dade County and other areas where alknved by th&Authority Having Jurisdiction (A -U). 900000 • • • • • • .... This NOA shall not be valid after the expiration date stated below. The Miami -Dade C4flfy Product•Control ; • • • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade QoUN) reseOi! Me. right • • to have this product or material tested for quality assurance purposes. If this produ* t or mate> of tails to . perform in the accepted manner, the manufacturer will incur the expense of such t, ;;Z:•and tlt'?AI3 may immediately revoke, modify, or suspend the use of such product or material withinAwk jurisdictioia. RER � • reserves the right to revoke this acceptance, if it is determined by Miami —Dade tount� Product Control....,. Section that this product or material fails to meet the requirements of the applicable tuildiV code. This product is approved as described herein, and has been designed to comply with the Florjdar Bad lding: • 0 •' Cndp inrhi,l;no tl,a Aicrb Valnr;fv Wit Tirana 7nna _ 0000 uESCRIPTION: Series "IiR7710A" Aluminum Horizontal Roller Window — L.M.I.I AL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY NOA No. 18-0627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. C. Vol TESTS • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •..'.; 2) Uniform Static Air Pressure Test, Loading perFk-, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94* . • •' •. 4) Large Missile Impact Test per FBC, TAS 201;14: . ::*6 5) Cyclic Wind Pressure Loading per FBC, TAS.2Q3'94 • �. • 6) Forced Entry Test, per FBC 2411.3.2.1, and 47, 49•302-94 along with marked -up drawings and installation diagram of an AurL;am hQrigo4al sliding window, prepared by Fenestration Testing Laboratory, I;c �,.TQst Report No. FTL-18-7891, dated 06/06/18, signed and 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 an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61n Edition (2017), dated 06/18/18 and updated on 07/25/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E - 1 ManuVminer z, P.E. Product Cont NOA N627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, exi.iing on . . . ....... 07/04/23. • . . . ...... .... ...... F. STATEMENTS • • • • • • • 1. Statement letter of conformance to FBC 61' Edition (2017},• tl%d July' 2S'.2018' . ... .... ..... issued by manufacturer, signed and sealed by Anthony Lynn n lgf,,r.E. : •: • * •: * 0. 2. Statement letter of no financial interest, dated July 25, 2018, iat�ed•by mbj0atturer• • , • • signed and sealed by Anthony Lynn Miller, P.E. • • • • • • .' 3. Proposal No. 18-0289 issued by the Product Control Section,•datec? 02/20118' Signed • • •: • . .. . . by Manuel Perez, RE • . • ...... •• .... G. OTHERS 1. None. Manuel Pe ez P.E. Product Control xa iner NOA No. 1 - 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). QUANTITIES, 1 SEE TABLES 12-14 23" O.C'C . 9° 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS .-- O_C__ B INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED. 1 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. A A 4) ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS 76 WOOD BUCKS DEPICTED AS 2X ARE 1-12" OVERALL ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. THICK OR GREATER. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY HEIGHT 69" 69" SASH FIXED TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY VISIBLE VISIBLE OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 75 LIGHT LIGHT BUCK 22-12" 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE HEIGHT O.C. ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN, EMBEDMENT. SILL ANCHORS MUST BE 34-318" SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SASH 34-3/8" FUCED DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE VISIBLE LIGHT 1 LIGHT 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO L THE SUBSTRATE_ USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.I, DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, LARGE & SMALL MISSILE SEE TABLES 2-11 IMPACT RESISTANT T 9 MAX. 7) DESIGN PRESSURES: B (8-12" A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS SEE WEEPHOLE 75" BUCK WIDTH MAX. PER ASTM El300. NOTES THIS SHEET BUCK) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE " TESTING AND GLASS PER ASTM E1300. TYR FLANGE XO ELEVATION (OX .SIM.) C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. MAX. DIMENSIONS ALLOWED SHOWN 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7891 & 16-7691.01; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. TABLE 1: Glass Type Description (Listed from Exterior to Interior) DP Table # Anchor Table # XO I OX XOX XO I OX XOX STD HD STD STD HD STD 1 118"AN, .090" PVB, 118" AN 2 - 7 12 - 15 2 1/6" HS, .090" PVB, 1/8" HS 3 8 12 16 3 3/16" AN, .OW' PVB, 3116"AN 3 8 12 16 4 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8- AN, .D90" PVB, 1/8" AN 4 7 12 15 5 13116" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 7 12 15 6 13/16' LIG: 3116" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, V8" AN 3 - 9 12 - 16 7 13/1T LIG 3/16" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 - 9 12 - 16 8 3/16" AN, .09D" SG, 3116"AN 5 6 10 13 14 17 9 3/16" HS, .090" SG, 3/16" HS 5 6 11 13 14 18 10 13/16' LIG: 1/8"AN CAP AIRSPACE 3116"AN, .090" SG 3/16" AN 5 6 10 13 14 17 11 13116" LIG: 118" TP CAP, AIRSPACE, 3116" AN, .090" SG, 3/16" AN 5 6 10 13 14 17 12 13116'LIG: 1/8" AN CAP, AIRSPACE, 118" HS, .090' SG, 1/8" HS 5 6 11 13 14 18 13 13/16' LIG 1/8" TP CAP, AIRSPACE, 1/8" HS, .D90" SG, 1/8" HS 5 6 11 13 14 18 14 13/16" UG: 3/16' AN CAP, AIRSPACE, 1/8" HS, .09(Y" SG, 1/8" HS 5 6 11 1 13 14 18 15 13116" UG: 3116" TP CAP, AIRSPACE, 1/8" HS, .090" SG. 1/8" HS 5 6 11 13 14 1 18 SG= KURARAY SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. PVB = KURARAY TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-11. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 12-18. 4) INSTALL AS PER SHEET 15 FOR FLANGE INSTALLATION, SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN INSTALLATION. NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FORALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). WEEPHOLE NOTES: 1) 1-5/8" X 300" WITH PLASTIC BAFFLE. 2) 1 WEEPHOLE LOCATED AT 4" FROM EACH END. FORA 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. QUANTITIES, SEE TABLES 15-18 12" (.. 2C. Q.G. I — Q.G. 0 I-�— C. I _ B C 63" OVERALL HEIGHT 62" BUCK HEIGHT SEE SHEET 17 FOR INTEGRAL FIN ANCHORAGETYPE & SPACING 5 5 SASH FIXED / VISIB: LE VISIBLE / LIGHT LIGHT SASH VISIBLE 55-3/8" FIXED VISIBLE LIGHT LIGHT B 119" BUCK WIDTH •• • 0• I C 22 12" O.C. 1f 9, SEE WEEPHOLE OTES, THIS SHEET •. TYP. FLAN&E XOALEW:00 :•; MAX. DIME S SALL E SHDWIf • • • • GENERAL NOTES..................................1 :ODES / STANDARDS USED: ELEVATIONS .._._._._... _. GLASS TYPES TABLE ...........................1 _1 •2017 FLORIDA BU&.DIN%VgE (FBC), VH EDIT6 N •ASTM E1300-099 • • •ANSI/AF&PA NW-2Q15 FOQ WOOD CENS:RU:TICt DESIGN PRESSURES ......................... A CTiQ R(((CCL������111111'RN••T''ITIES __._.......... ..__.. lAaTACLATN y".NCHOR SPECS....... 2-9 10-14 15-17 -ALUMINUM DE91GN•AAtM1AL, ACWI-201 O • • • •AISI S100-12 • • • • • • • eZSC 360-10 • • • • • EXT�USIO P�JFILES ........................ CORNER FfSEUBLY ............................ PAR•9LIST..0 ........................... ....._.._19 18 19 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m LU z w `o m U) 0 ab Of o O o No } a,00 O Q O M 1n O Z O J a Z LL po ~ J W p `o UU n o ®� < a•ea ov 0M0 jZ ca f— u) Z p a Z O W p W w LL O rn ® rn X tV # D_ F- laaVS O O Z F Z w ti w U W Z of Q LU X: aqi sap s .as 11111111111///7, ANY LYNN �\ i No. 58705 s7.. 4t` ATE OF Pt S�( NA 111111 A. LYNN MILLER, P.E. P. E.# 58705 Overall Width Glass Type: 1 Design Pressure (Ibs/ft2)for XO & OX Windows Meeting Rail: Standard 22-1l8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 37" +65.0 -65.0 +65.0 -65.6 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 49" +65.0 -65.0 +65.0 -65.0 1 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 65.0 +65.0 -65.0 67" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +63.3 -63.3 Overall Width Glass Types: 2, 3, 5, 6, 7 Design Pressure Ibs/ft2 for XO & OX Windows g ( ) Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 67" +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2' 74" +65.0 -80.0 1 +65.0 1 -80.0 1 +65.0 1 -80.0 1 +65.0 -80.0 +65.0 -72.2` NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 1/8" AN GLASS 090" PVB 30 1/8" AN GLASS \ L a1", NOM. GLASS BITE EXTERIOR a GLASS TYPE 1 3/16" AN GLASS •�118" HS GLASS 090" PVB .090" PVB 118" HS GLASS AN GLASS 30 a 30 13/16" 24 23 12"NOM. 12"NOM. GLASS BITE GLASS BITE EXTERIOR EXTERIOR , a 74 a 74 32 32 GLASS TYPE 2 GLASS TYPE 3 �y 13/16" NOM. GLASS STACK 13/16" NOM. GLASS STACK AIRSPACE 090" PVB AIRSPACE .090" PVB 1/8" TEMPERED GLASS 1/8" AN 3/16" AN OR TP GLASS 1/8" AN GLASS GLASS 31 74 31 74 �OR 1B 12"NOM. �1 OR 1B 12"NOM. GLASS BITE GLASS BITE EXTERIOR EXTERIOR 7- 70-73 • 33 OR 36 • • • • • • • • � +R 3 • • 70-73 GLASS TYPE 6• • • • • • 9 • L�SITY.PJA (ANNEALED GLASS TYPE 7 (TEMPERS • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • U 00 Y W i 16 z rn as Q ca M o u) U' N = K O X Q Oz aloQ O rn Q J O a u Z U- � W O r F z v = < F_ °N JMO W a H z � rn z o U W J J W J Q F O m W N ® N W # = 0 O u) laau$ x I LU o 0 z_ z n w U C0 Fn J W = 00 aal s /a,5 N cENNNMi! SF l-K, * N0.58705 = o . � TAT '. STAT O �� •� �- O ..... � /"11 NAL j1, A. LYNN MILLER, P.E. P E # 58705 Overall Width Glass Type: 4 Design Pressure (Ibs/ft) for XO & OX Windows Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 74" +65.0 -80.0 1 +65.0 1 -80.0 +65.0 -80.0 +65.0 -77.1 +64.9 -64.9 Overall Width Glass Types: 8 thru 15 Design Pressure (Ibs/fe) for XO & OX Windows Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9* 67" +80.0 -110.0 +80.0 -110.0 +80.0 110.0 +80.0 -110.0 +80.0 -95.7* 74" +80.0 -110.0 1 +80.0 -110.0 +80.0 110.0 +80.0 1 -110.0 +80.0 -90.0* 'GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 13/16" NOM. �Jioffi" GLASS STACK AIRSPACE-�90" PVB 1I,.AN GLASS• AN GLASS VOR 16 �L 2" NOM. GLASS BITE EXTERIOR a OR IJ 3�3 336 GLASS TYPE 4 OR HS GLASS •'NHS GLASS .09C" SG _• 3/16" AN OR 30 Hs GLASS 23 WI OMBITE EXTERIORr l GLASS TYPE 8 (ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENED) 13/16" NOM. \ GLASS STACK AIRSPACE 090" SG 1/8"AN OR TP GLASS �I• 3/16" AN GLASS 31 74 OR 1B 12'NOM. GLASS BITE EXTERIOR 70-73 3@OR 33B GLASS TYPE 10 (ANNEALED GLASS TYPE 11 (TEMPERED) 13/16" NOM. GLASS STACK 13/16" NOM. ��--�-- GLASS STACK AIRSPACE 090" SG AIRSPACE .090" SG 1 /8" AN OR TP GLASS �'• 1/B" HS GLASS 3116' AN OR TP GLASS �� 1/8" HS GLASS 31 74 yOR 1B 'I 1 OM, �I�B74 1�OROM. a""-• • 817E EXTERIOR • • • • • • 70-7 ••• ••73�OR,338 33 OR GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) GLASS TYPE 13 fT MPfREDj • • • • • • • • • • • • • GLASS TYPE 1� • • • • • • •• • • • • • • • • • • (TEMPERED) • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • cs a0 Y W ? h 7 o co (n "aa w aw O ❑ o aloe C7 N z w O N O z 0 J o am z rL m s W O m o t` r` W z W ®� _j uMo p 7N > O z ° z ofW J J m J O F O of W = O rn 153 45 = � W LL a o o t- z_ z n w g O J u) W If = au1 sap saoag v1`11Y ILII//Ili L1GEN,pF'�, ���� i No. 58705 = 7� S IT,TE OF (V \ 44, G\? � ,S70NAL'111111111EN. A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Design Pressure (Ibs/fl�) for XO & OX Windows Glass Types: 8 taro Meeting Rail: Heavy -Duty 22-1/8" Overall Hgt. 370 era11 Hgt. 49" Overall Hgt. 1 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 110.0 +B0.0 109.8" GLASS TYPES 8 - 15 MAY NOT BE USED 110.0 +80.0 105.6" WITH OT BE Uf IN `-11 O.0 FOR GLASS TYPES 8-13 & 15 0 FRAMES 13116" NOM, GLASS STACK r---�-- 13/16" NOM. GLASS STACK 13/16" NOM. GLASS STACK ' 3/16" AN OR AIRSPACE .090" SG AIRSPACE .090" SG AIRSPACE .090" SG LU > � °r M Y nab .090" SG I HS GLASS 1 /8" AN OR TP GLASS I 3/16" AN GLASS 118" AN OR TP GLASS 1!8" HS GIASS 3/16" AN OR TP GLASS 1!8" HS GLASS p m N w OO O 3116" AN OR r a/op O 30 HS GLASS 31 74 31 74 31 74 O w o z h Q O v O� a� Z Z 23 - OR 1 B 1/2" NOM. '. i! OR 1 B 112" NOM. 1�OR 1 B 1/2" NOM. Z LL m i ' O 12" NOM. GLASS BITE GLASS BITE GLASS BITE GLASS BITE W EXTERIOR EXTERIOR T EXTERIOR EXTERIOR W C) OD a EE ,� uMa.p a a a C. W 1n 9Mp 74 32 '33�'OR 38 70-73 70-73 33 OR 3B 70-73 33 OR 3B _ p > Z °� 'a O U Z GLASS TYPE 8 GLASS TYPE 10 (ANNEALED) GLASS TYPE 12ANNEALED) GLASS TYPE 14 (ANNEALED) W W m u GLASS TYPE 9 GLASS TYPE 11 (TEMPERED) GLASS TYPE 13 (TEMPERED) GLASS TYPE 15 (TEMPERS p 0 - - `q W W a W x 0 O U aau5 5 = U) W < O D O w Z_ Z (7 U J W = Q p a1I11 sap s uag NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • NY LYNN `ZO ........ til *lAn No. 58705 _ _ rl * - FLOR191" ��NAL ENS` A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Width 1n Range 9 (in) Glass Types: 1, 4, 5 Design Pressure (lbs/ tSash 2) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. %4 1/Z-1/4 12.038 - 12.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 44" 1/3 1/3-1/3 12.053 - 15.008 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 %4-1/Z-% 12.038 - 13.302 +60.0 -60.0 +60.D -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 49" 1/3-�/3-�/3 13.303 - 16.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4-1/2-1/4 12.038 - 14.333 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 53 1/B" �3-1/3-�/3 1 14.334 - 18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 1 +60.0 -60.0 " 1/4-1/2-1/4/4 12.038 - 16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 61 1/3-1/3 1/3 16.303 - 20.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4-1/2-1/4 12.038 - 20.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 76" custom 20.053 - 22.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3-Y3-�/3 22.186 - 25.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/a-1/ 7/4 - 24.082 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 92-1/8" custom 24.083 - 26.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 7/3-�/3 26.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +6D.0 60.0 1/4-!/2-1/4 " - 25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 97" custom 25.303 - 27.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 custom 27.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.6 -58.6 %_1/2_y4 -28.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 109" custom 28.303 - 29.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.8 -59.8 +51.3 -51.3 custom 29.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 1 +52.5 -52.5 120" j �/,% " - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 53.9 +48.7 48.7 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIU I H - b/.924 2 - MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. -- 1/8" AN GLASS 090" PVB 1/8"AN GLASS 30 24 �112'NOM. GLASS BITE EXTERIOR 74 3 ,." ..... r.,..� . GLASS STACK AIRSPACE 090" PVB 1/8" AN GLASS _ 1/8" AN GLASS 1�OR112" 7 B NOM. GLASS SITE EXTERIOR 33 OR C336 C'I ASS TYPF 4 13116" NOM. GLASS STACK AIRSPACE I .090" PVB S 1/8"TP GLAS�i 1/8'=AN •• ••• • V •K:7SS_PE5 • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• 000 • •• •• Y W ? w r Q M 3 ^aa o O > o (� N Z w OZ ar°c O � w _ rn OLLo a� Z cO mx J w a r o U' J moip r� 00 ~ ZC a IN 9M0 W c=7 f- N a Z o Z U W W W J 0) J F O ® of N W LO c O U rn ;aau5 = W Q Of Q o a o Z Z w O � J W = as s�a0 s ua5 \\\11111IIrr/// \ \NOpA%( LY/V/V ,k No.58705 O �d �`-� - i SATE OF '•F�ORIOP.. ""I'S.OlVAL ENG ///r/111111111 A LYNN MILLER, P.E P E.# 58705 O%erall Width Sash Configuration Sash Width Range (in) Design Pressure (Ibs/ft2)for XOX Windows Glass Meeting Types: Rail: 2, 3 Standard 1/8" HS GLASS 090.11, 1/8" HS GLASS 30 24 1/2" NOM. GLASS BITE EXTERIOR Gl 74 32 GLASS TYPE 2 3/16" AN GLASS .0901, PVB 30 3116" ANGLASS 23 r 12" NOM. GLASS BITE EXTERIOR 7a 32 GLASS TYPE 3 21-1/8" Oaerall Hgt. 29" Overall Hgt. 37" CKerall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. AA„ 1/4-Y2'Y4 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49„ Y4-1/2-Y4 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3_1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1/8" 1/4_1/2_Y4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" 1/4-1/2-Y4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3 1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 76" 1/4_1/2-Y, 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3-Y3-1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 92-1/8" 1/4-1� �/4 •� 24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3-Y3-1/3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 97" 1/4_1/ 1/4 --25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.D +65.0 -80.0 custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 109" 1/4_1/2-Y4 - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-Y3-1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 113-5/8" 1/a-1/z-1/4 - 29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 120" 1/4_1/2_1/4 •` - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 custom 31.053 - 33.185 +65.0 -80.0 +65.0 -8000 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH-58-556 2 " MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.55 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. •• ••• • • • • • •• 0.0 • ••• • . • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • 0 to oot• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• a w ) > N o w 0 O o O 1n 0 CN of Q w z W Oo � � r c Z (p m S J_ � I� s� n U U o ®w e J F- W . < < a JMi p Z 0 Z V z W O J J J ¢ C � w ®� IV � # 1n 7.--L O 1n = w a g ¢ 0 D o O _Z Z n w g (7 r U J w M ¢ 0 QNY LYN/yGEN i .�- No.58705 b 44; � 0;<\, ATE OF (U ` S0 P, RIDG S/ONAL ///ll 11 llll A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Width Ran In a 9 ( ) Glass Types: 6, 7 Design Pressure (ibslft2)for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Ove all Hgt. Y4-1/ �/a 12.D38 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -MO +65.0 -80.0 +65.0 -W0 0 +65.0 -80.0 1/3-1/3-%3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �a 1/ �/a 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 1/3-1/3-1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �4-yz-1/a 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1/8" 1/3 1/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/a-1/z-1/a 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" 1/3-1/3-% 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 y4_y2_y4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.9B 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/_1/3_1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/_y2_1/4 "-24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %3-1/3-1/3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4_1/2_y4 "-25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -MO +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 %-1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 y y2-y4 " - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.513 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 Y3-y3-1/3 30.186 - 36.675 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 1/ - z1/ - a a - 29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 113-5/8" custom 29.464 - 33.185 +65.0 -B0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 1/3-1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 " - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 �7.5B E�4_1/-y4 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 -68.4 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58,556 2 "MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES. 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 13/16" NOM. GLASS STACK AIRSPACEk 090" PVB 3116" AN OR TP GLASS /8" AN GLASS 1/2" NOM. GLASS BITE EXTERIOR OR 70-73 3BAORa GLASS TYPE 6 (ANNEALED GLASS TYPE 7 (TEMPERED) . °2 `L U-1 _ h o m !n 3: ab zo o O y » aro0 0, U' N z yO ¢ 0 o a Z LU o Z LL m i J LU I� 2 LU c ¢ Co ®J J .(g a,0 n W ¢ J N C) LZ > U) p a Z Z J J O W J F rn O LU O U) a s F = W a Of ¢ LL O d o Z Z r w � � O J W LL' D- ¢ all.rl 0 aS "-80.0 FOR GLASS TYPE 7 \ 111 1 I 1 1 I / / / '-75.0 FOR GLAAOYPN)D • • • • • • • • ``� NY LYNIV • • • • • • • • • �\��?' VVCENgF��� • • • • • • • • • No. 58705 '.S !� : , • • • • • • • ��T •. SATE OF (�'1' • • • • • • • • • ••• iC�s •'•F10RID?•..•G�C�� • • • • • 0 * • • • 0.. • • 1111111/ A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Overall Width Sash Configuration Width In Range 9 (in) Glass Types: 8, 10, 11 Design Pressure (Ibs/ftSash 2) for XOX Windows Meeting Rail: Standard 21-118" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/4-Y2_1/ 12.038 - 12.D52 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.D -110.0 +80.0 -110.0 44„ 1/3-1/3 1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-Y2 �/4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/3-1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �4-y2 l/4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8" 1/3-1/3-1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -11 D.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/a-1/2_-1/4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/3-1/3_%3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-1/z '/4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -11D.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/a-1/2_1/4 •• - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 92-1/8" custom 24.083 - 26,185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 1/3_1/3_1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 1/a-1/2-1/4 .• - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 97" custom 25.303 - 27.185 +90.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 %3-1/3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 1/4_y2_y - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 1/3-1/3-%3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +BO.0 -92.9 1/4 1/2 �/4 •` - 29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80:0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -108.5 +80.0 -94.1 %3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -92.3 1/4_1/2-Y '• - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 -91.5 custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.6 - MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL W2 IDTH - 58.556 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3/16" AN GLASS 090" SG 3/16" AN GLASS 30 23 12" NOM. GLASS BITE EXTERIOR a 74 32 GLASS TYPE 8 I.�1 13116" NOM. I GLASS STACK AIRSPACE .090" SG 1/8" AN OR TP GLASS 3/16" AN GLASS 31 74 �B.OR 1 B 1/2" NOM. GLASS BITE EXTERIOR 70-73 33 OR 33B GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) 'GLASS TYPES 8 - 15 NAY NOT BE USED WITH INTEGRAL FIN • FRAMES •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • u m Y W � y � O (n 0 as w p h� M o O CON z p O O cam, w _ Cn z O J o ° Z LL O o� J W W o r� U o ® Mga r W LU ¢ F oN DMO 0 w .-. �Zrn o U z W x W J 0 J � O ® m (Y rJ W Ir °0 S O (n la ays ~ = w < o g � W IL Q o z_ z n w V � � J anal W :a0 = s „as ` ONY LYIV .... •. �� i \-ICENSF * ; No. 58705 0�'. SATE (V� � FS '•FLORIDP.. •G\�� S7O/VAL �\\` \ ///lllill\\ A. LYNN MILLER, P.E. P.E.# 58705 overall Width Sash Configuration Width Range n9 (in) ) Glass Types: 9, 12, 13, 14, 15 Design Pressure (Ibs/ftSash 2) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 3T' Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/a 1/2-Y4 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4_1/2-Y4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/3-1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y4_7/2-y4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8" 1/3-y3-1/3 114.334 - 18.050 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/4 1/-1/4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-y3-1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4_7/2_Y4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-y3-1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 y4_y2_y4 `"-24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3 1/3-%3 26.186 - 31.D48 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4-y2-y4 - - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 97" custom 25.303 - 27.185 +80.0 -110.D +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y4_1/2_Y, -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7- 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-%3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -11D.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4_1/2-Y, - 29.463 +80.13 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0' -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Ya-1/2-y4 - - 31.052 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 120" custom 31.053 - 33.185-110.0 L81O). +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8custom 33.186 - 38.222 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 110.0 MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH -58.556 2 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS)= OVERALL WIDTH -57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3116" HS GLASS 090" SG Oft 3116" HS GLASS 30 23 12"NOM. GLASS BITE EXTIE`RI�OR r 74 32 GLASS TYPE 9 13116'. NOM. GLASS STACK AIRSPACE 090" SG 1 /8" AN OR TP GLASS _ 1/8" HS GLASS 1�OR 1B 1fTNOM. GLASS BITE EXTERIOR ' aI 70.73 3�OR 3B GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) 13/16" NOM. GLASS STACK AIRSPACE 090" SG 3/16" AN OR TP GLASS 118" HS GLASS +$Q,0 -110.0 +80.0 -110.0 .2�OR 1B 12"NOM. "-110.0 FOR GLASS TYPES 9, 12, 13 & 15 GLASS BITE • • • f T-YTE$io_� • • • GLASS TYPES 8 - 15 • �• • • • • • • • 7(b73 • 1331\:R B • • • • • MAY NOT BE USED • I" • • • • • • WITH INTEGRAL FIN GLASS TYPE 14 (ANNEALED) • FRAMES GLASS TYPE 15 (TEMPERED) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• 0 0 0 000 • • LU w 3 . lab �o E2 Co O C7 N z w K O M w a� !n Z J O Z u- c'Ui W O OOo ®� s uMwO w - OD H ♦- W < -J oN oM0 �>v ' H z Z o - w J J w J H rn O m ® w IV LU °' = O Co :aa45 ~ = W w I O g W CL ¢ O Z Z w � � O J w = al; i sao s \\711111l I III/", .��oigY LYtv/V LIGENSF, No. 58705 • P � ' S;�NALIE?G \ A. LYNN MILLER, P.E. P.E.# 58705 Anchor Quantities for XO & OX Windows Glass Types: 1 thru 7 Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head & Sill Head & Sill m Head & Sill E Head & Sill > E Head & Sill E 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 67" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 74" 1 1+C2+1 121 1+C2+1 121 1+C2+1 1 31 1+C2+1 3 1+C3+1` 3 Glass Types: 8 thru 15 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt. 3T' Overall Hgt. 49" Overall Hgt. 1 55" Overall Hgt. 1 63" Overall Hgt. Head & Sill E Head & Sill E Head & Sill E Head & Sill Head &Sill 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 67" 1+C2+1 2 2+C2+2 2 2+C2+2 1 3 2+C3+2 3 2+C3+2 3 74" 2+C2+2 12 2+C2+2 2T 2+C2+2 131 2+C3+2 131 2+C3+2 4 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: ,NCHORS 4T THE SASH CLUSTER OF 3 ANCHORS CENTERED AT THE MEETING RAIL 2ANCHORS AT THE FOXED LITE ANCHOR IN THE JAMB 23" MAX. O.C. I_ 9" MAX 9"MAX. 22-12' MAX. O.0 T - MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 12" MAX. O.C. --�� 2-ANCHOR CLUSTER DETAIL Anchor Quantities for XO & OX Windows Glass Types: 8 thru 15 Meeting Rail: Heavy -Duty Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. Head & Sill E Head & Sill E Head & Sill E Head & Sill E I Head & Sill E > Head & Sill m 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 67" 1+C2+1 1 21 2+C2+2 2 2+C2+2 1 3 1 2+C3+2 3 2+C3+2 3 1 2+C4+2 4 76" 11 2+C2+2 121 2+C2+2 12 2+C3+2 1 31 2+C3+2 3 2+C3+2 141 2+C4+2 5 6" MAX. O.C. r/7// 3-ANCHOR CLUSTER DETAIL 4" MAX. O.C. r •• ••• • • • • • as 4-ANCH(OR • • • • • • CLUSTE; DOUIL • • • • • • •• ••• •• • • • •• NOTES: 1) VE,' Li, IP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG y�S BTRACJ. �' FROM tHE TIP-TO-1W DIMEt*ION IN THE TABLE •TO �ETERjt11 E THE)WN j)W;LZE: • • • • • • • 2) FOR �ZE*NOT SHOW% R(:JN� UP•r0=FIE NEX:A .ILABLE SIZE. ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 - o �w C� U Y 'o X9 N atop 0 _ O (7-, Xn Z O —' O iL i W Z m J 90 ti LU z OD G —J u i oN pM0 LU Xn o Z o ? U J W m Xn lL O O t¢— o ® � r m W IV O r H Za laaus D :ED G O O z o x U � Ql ¢p s ,ia5 \X1111 It lit,, OW LY/vv " No. 58705 * FATE A. LYNN MILLER, P.E. P E # 58705 Overall Width Sash Configuration Sash Width Range (n) Glass Types: 1, 4, 5 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 1 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. a Head &Sill ' a Head & Sill ' a Head &Sill ' Head & Sill a E Head &Sill a Head & Sill n 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44„ 1/3-1/3-�/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a_1/z 1/a 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/3-1/a-1/3 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %4--1/z 1/a 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/3-1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4_1/= 1/4 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/r1/3-1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4_1/z 1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-y3 22.186-25.675 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4_1/2 1/4 -24.082 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/3 1% 1/3 6.186 - 31.038 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 a- 2- 4 -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 custom 27.186 - 31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/4 �/Z 1/4 - 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 109, custom 28.303 - 29.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 1317 1+C2+3+C2+1 3 custom 29,186-31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 120" 1/a-�z �/a -31.038 1+C2+3+C2+1 1911+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924 2 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. GUIDE TO USING ANCHOR QUANTITY I... - - - 12" MAX. O.C. -r-� 2-ANCHOR CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS ANCHORS ANCHORS IN THE 1 ANCHOR AT CENTERED AT THE - J CENTEREDATTHE JAMB THE SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL THE FUCED LITE 22-142" MAX. O.C. • • • • • • 1 QNCHOR AT i • •• 9., MAX •- 12" MAX. •.C.• • IiE S SH • ... • At / X MEETIN%I_Ij • OREPEATAIWCHOR PA. ERN AT JII.L • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • 0 see • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ci C Y Lu ? > 16 O [7 (>n > nay ao o CD } > > amo 0 Q ON iW O c co O Z x 0 J O aw Z 11 mx _ � W o n o c� v _j e u r• f- ¢ J 'oN JMO LU C1 o > U) U O Z a Z J O W 00 t¢ m rL O _ 0 F Z laays <_ g O ¢ O Z IY O o ¢ w U g = U � J Z = a ao 111 t 11. 11"// NY.LYn!jV No. 58705 . PE13! %CUSS/ FZORIDA..G\?� ONAL E l A. LYNN MILLER, P.E. P. E.# 50705 O%elall Width Sash Configuration Sash Width Range (in) Glass Types: 2, 3, 6, 7 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overa11 Hgt. 1 37" Overall Hgt. 1 49" Overat Hgt. 55" O%erall Hgt. 63" O\erall Hgt. n Head & Sill E Head & Sill a m Head & Sill a Head &Sill a m Head &Sill a @ Head &Sill a 1y4_'/z-1/4 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44" 1/3'1/3 1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4_1/i 1/a 12.038-13,302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/3-1/3 -/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-1/z-1/a 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/3--1/3 %3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �a 1/z-1/a 12,038-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/3-1/3 1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a 1/z-1/a 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3 1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 '/a 1/z-ya --24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3-1/3-�a 26.186 - 31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 ya-1/z-1/a " -25,302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/s-1/j y3 27.186 - 32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/a-yi y4 "" - 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3 1/3 1/3 30.186 - 36.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/a-yi y4 `"-29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 i+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 113-5/8" custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/.1 - /3 -/3 133.186 - 38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/a-1/z 1/a -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 120" custom 131.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 131 1+C2+3+C2+1 3 1+C3+3+C3+1 3 custom 33.186 - 38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 131 1+C2+3+C2+1 3 1+C3+3+C3+1 3 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 5&556 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C. I l - 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. �f 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: CLUSTER OF 2 W � CL E ER OF 2 '3 ANCHORS ANCHORS ANCHORS IN THE 1 ANCHOR AT C.Ncc RED lR MiE CENT RED AT THE JAMB THE SASH i•can ORSAT _ME INS` RAIL• 22-112" MAX. O. C.I �� I • • • • • • • • NCHOR AT f ••• 9" MAX. -'F\-1 • • • • (�� �2" av� C: • TitE SASH f1--� - in r--I--h r---- r- 1 U0EFbTA 9"MAX. X O • a�L • • RAIL • RL:EM ANCOOR P�Trr*RN AT SILL • • • • • 000 • • • • 000 • • • • • • • • • • • • ••• • • • • • ••••• • • • • • • ab w F2 O �❑ > o O Q 77 O m rn J Z Z O J O v LL� 2 W O Z m S� U V o a J J 7 F� v p r r ¢ ~o w pmp > a U o Z o ? U J O W m t¢- rn ILL O ® rn N ~ O ZQ aays Q LL O r Z 2 O O r O g = Of JU Z 2 Q al)1 Q sap s gas CNY LYNA14',,. `'t�'•L1GEN,gE'•% _ �• No. 58705 Q STATE OF ((7 \ S/ONAL "?\ A. LYNN MILLER, P.E. P.E.# 58705 TABLE 17: Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 8, 11dard Meeting Rail: Standard 21-118" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head & Sill E Head & Sill Head & Sill E Head & Sill E Head & Sill E Head & Sill E 1/a-1/z-%4 12.038 - 12,052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44" 1/3_t/3_1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/z-Y4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/3-1/3-1/3 13,303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-1/z-Y4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-118" 1/3-1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1/4-1/2-1/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 61" 1/3-%3-1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/a-y 1/4 12.03B - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3_1/3-1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1/4_% % -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-%3--1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4-1/2_-1/4 •• -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4_%2_1/4 " - 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 109" custom 28.303 - 30.186 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 1/4-1/2_1/4 -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 113-5/8" custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 1/4_1/2_1/4 "` - 31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 31 1+C3+4+C3+1 3 1+C3+3+C3+1 3 custom 1 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+3+C3+2 3 "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C. --�-�� 2-ANCHOR CI I ISTFR I)FTAII 6" MAX. O.C. Y/ I 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: CLUSTER OF 2 CLUSTER OF 2 1ANCHOR' 1 ANCHOR AT ANCHORS JJJ ANCHORS IN THE CENTERED AT THE j CENTERED AT THE JAMB THE SASH I MEETIN RAf 6 �O� MEiTII�, RAIL• • 22-1/2" MAX. O.C. �-{ • • • • • • • • • 1 ;ANHOR AT• • • • • • SASH 9" MAX. • • � -01 O.Cr • _J I_____J J 9"MAX. X • O • X • • EETIt-1` RAI REAJ AIZHOR PATTLO N AT SILL • • • • • • • • • • • • • • • • • 060 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• 0 0 0 000 • 0 J y o 0 naa R O H o OU O r I- o w aPp 1 �j 0z _ U Z LL m � w o o c1 U U_ 10 ®z J g uMwp < J oN Dmo w .-. r, v ' H z rn J w M m LL JO F O m � � ® rn N ~ x i 0 O Z laays S _ < g O Q o Z O o w V = r 0 JU Z = Q Q a�gl 'asap saua5 p1Y LYNIV LICENSE No. 58705 �5 �g 4 6 O� . SS ATE F / - i 61-'. FCORIDI".•'-GN TI ONAL EN , ` A. LYNN MILLER, P.E. RE # 58705 TABLE 18. Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 9, 12, 13, 14, 15 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 1 37" Overall Hgt. 49" Overall Hgt. 55' Overall Hgt. 63" Overall Hgt. Head & Sill a E Head & Sill E Head & Sill a ' Head & Sill a Head & Sill a E Head &Sill a 1/a-1/i-1/4 12.038 - 12,052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/s-1/s-1/s 12053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-1/z-1/4 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/s-1/s-1/s 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-1/z-1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/s-1/; 1/s 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1%_1/z-1/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 61" 1/s-1/3 % 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/a-1/2-1/a 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 %-1/3-1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1/4 1/z-1/4 " -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 92-1/8" custom 24,083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3 %--1/3 26.185-31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4 1/2_1/4 "-25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 97" custom 25,303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 31 1+C3+3+C3+1 3 1/3 -/3 1/3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4?/2_-1/4 "-28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 109" custom 28.303 - 30A85 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/3 1/s 1/3 30,186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1/a-1/z-1/a --29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-5/8" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 31 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/s-1/3-1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1/a-1/z-1/a " -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 120" custom 131.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 custom 1 33.186 - 38.222 1 2+C2+2+C2+2 2 2+C2+3+C2+2 1 21 2+C2+3+C2+2 2 2+C3+3+C3+2 31 2+C3+3+C3+2 3 2+C4+3+C4+2 4 `• MIN. SASH WIDTH (FLANGE WINDOWS) - OVERALL WIDTH - 58.556 2 •• MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL Wz IDTH - 57.556 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C. \ 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C.�- n 3-ANCHOR rl I IRTFR nF:7AII 4" MAX. O.C. -��-- A LL I A-ANC:HCIR CLUSTER DETAIL I'rl..L'r3rl..Cr IP,> 7 \ GUIDE TO USING ANCHOR QUANTITY CLUSTEROF2 CLUSTER OF 3 ANCHORS ANCHORS ANCHORS TABLES FOR XOX Ij H 1 ANCHOR AT CENTERE "H CEN WREj) AT TiIF♦ WINDOWS: THE SASH AMB MEETIN�RAIL N�O�� •MEETING RAIL T•IE FIXEOLITj, 22-1/2" MAX. O.C.' • • • • • • • • f ANCHOR AT 91, MAX �• • .•i• �-t •12" MiX. O.C• • • �I E SASH r- 1 .1 _ L____J 9"MAC(. /y •r • • ! • / • 0 • • -• • r•• • • • ERTING RAIL • • R�PEAT Ar TiOR P:.TTCRN AT SILL ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u cc Y L11 ? w 7 M (n as Q U �a LID yw o aI`0 O � L}0 N w O C rn Z OJ O y Z LL CD m x o J W O r U U o 9 s J KS uw ip IJJ H W ¢ O ¢ J H N 0M0 ] ' Z oZ $ x J uj w m � LL O F O x } v ® m N ~ a F QIaays a � O o z Z O U U � Q = Q ar,i Sao s ,as �� ,,,// - \ ` ON? LYNN ' ' oCENSF * No. 58705 sA'(V�' i C� F4ORIDP,.`N / rS'ONAL LNG /'///1111110 A. LYNN MILLER, P.E. R EA 58705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X BUCKSTRIP', OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETEICMU INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1!4" MAX. SHIM EDGE DISTANCE EMBEDMENT r SEE TABLE NOTE B, FOR 1/4" MAX. SHIM EMBEDMENT f . .. , — HEAD TYPE SASH VISIBLE 12 f 4 e 1/4 EDGE LIGHT WIDTH EDGE SHIM EMBEDMENT DISTNCE 17 DISTANCE J 35 TYP, ANCHOR TYPE, a FIXED VISIBLE LIGHT WIDTH EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, ' SEE TABLE 19. •, a 12" LENGTH, CENTERED 63 EXTERIOR � •• 1 20 ABOVE SASH 16 ° v 14 15 TYP ANCHORTYPE, TYP ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE OVERALL WIDTH DISTANCE PER DISTANCE PER r SUBSTRATE, SEE TABLE 19 SUBSTRATE, SEE TABLE 19 HORIZONTAL SECTION A -A & NOTE B FOR HEAD TYPE. & NOTE B FOR HEAD TYPE. (SHOWN WITH I.G. GLAZING) VISIBLE —►{ 1/4" MAX. SHIM LIGHT 17 HEIGHT OVERALL 4 HEIGHT 52 INSTALLATION OPTION 4 ANCHORED THROUGH 50 FRAME INTO METAL 51 50 TYP. ANCHOR TYPE, EMBEDMENT AND 13 10 40 50 EXTERIOR EDGE DISTANCE PER TRATE, ID SEE TABLE 19 19 14 15 MIAMI-DADE APPROVED MULLION, FBC LL 7 COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. OR 6" LENGTH, CENTERED HORIZONTAL SECTION C-C TE IZNTAL. SEE SUBSTRATE HORIZONTAL. SEE SUBSTRATE AT MEETING RAIL, (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 19. ANCHORED WITH (4) 18 SCREWS, (P# 60). ONLY REQUIRED IF NOTES: 36 OVERALL HEIGHT IS OVER 63" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE —(' OFTHEWINDOW. ° 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1/4" MAX. • EMBEDMENT 19. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE SHIM CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE EXTERIOR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. • WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X EDGE TYP. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION OPTION SEE TABLE 19. OR ARCH TECT OF RECORD. ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETE/CMU- 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED 1 AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B Min. Edge Min. Anchor Substrate Distance Embedment Southern Pine (SG=0.55) 9/16" 1-3/8" #12 Steel, Aluminum, 6063-j5 mm. 3/8 A63" • 18-8 or 410 SS Screw A36 Steed 0318" • 00,04" Steel Stud, Gr. 33 nl 31139 0.1145" R8 G•) Concrete (min. 318•ksi) • • 1" • 1• " 1/4" 410 SS CreteFlex "grouted CMU, (ASTM C-90) 2-112" 1-1/4" Southern Pine (SG=0.55) 1 1" 1-318" /4" Steel Concrete (mi 2.85 ksi 1" 1-3/8' Un acon Ungrouted CNW, (l�TM C-9 2-1 -1/4" Southern Pi e ( • • 1-W" A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. W U� ONLY FLATHEAD •NCIyORS IN HEAD AND •ILL P•NlH EXlFLAT HEAD ♦YPE IS ALLOWABLE FOR 9tN1C%9RS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GSOUTEDGMU MPRkICf O:3. • • • • • • • • • • • •• • ••• • Approrad u—plyin= rrkb ren FbrWe fMC Dau a •+oA# 1 W1a 1 Hade Prodm C-ftel e` LU ? IY> � M 3 nay W o O O O ° _ 1n O J (h Z Z OJo0 11� LU o Z LL (D m 0 7 U U O OE J e J .wp ~ oN F W `JMO ^O > Y Z Z o it J LU LL J U O Z Ln LL N g # 0 O Z7aav5 O ~ o O z 2 Z J r U J = Q Z ai)�l 'sap s va5 `\1it111 I11/," NY LY/VN '' 4 1j1��� * : N0.58705 ,0 ATE / ' NAL 00 • •' CMG \• , ZO A. LYNN MILLER, P.E. P.E # 58705 • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET EDGE DISTANCE I-' 1/4" MAX. BUCK HEIGHT INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. 1!4" MAX. SHIM EMBEDMENT I EMBEDMENT EDGE DISTAANCE 1— TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. ,,12" LENGTH, CENTERED U ABOVE SASH I I. - • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. VISIBLE LIGHT HEIGHT 6" LENGTH, CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS (PN 60). ONLY SASH VISIBLE J LIGHT WIDTH — EXTERIOR V i BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) 36 v REQUIRED IF BUCK NOTES: HEIGHT IS OVER 62". i) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 1/4" MAX. SHIM , EMBEDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE • 5 20. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. EXTERIOR BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X <D EDGE TYPWOOD ANCHOR TYPE, AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY " DISTANCE EMBEDMENT EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION OPTION SEE TABLE 20. OR ARCH ITECT OF RECORD. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1!4" MAX. SHIM EMBEDMENT 17 EDGE ` DISTANCE FIXED VISIBLE LIGHT WIDTH EXTERIOR ID MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. �-+ 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. Min. Edge Min. Anchor Substrate Distance Embedment Southern Pine (SG=0.55) 9116" 1-3l8" 912 Steel, Aluminum, 6063-�i min. 8' 0. 63" • 1 SSS Screw cmw A36 Steel, w3/8" • 40.06y" • Steel Stud, Gr. 33 m 3/8 D.Oft" (18 G) Concrete (min. 3E3ksi) • • • 1" • " 1/4" 410 SS CreteFlea Ungrouted CMU, (ASTM C-90) 2-112" 1-114" Southem Pine (SG=0.55) 1" 1-318" 1/4" Steel Concrete (mi 2.85 r 1" 1-318" U t acon Ungmuted CM•, (ACTH C-9ly 2-1l�" -1 4" Southern Pi ( =0.5* 119 1 i 1-3j8" A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • •• EO U% ONLY FLATHEAD ANCHORS IN HEAD AND ALL. PAN/HEX/FLAT HEAD EIS ALLOWABLE FOR NCR(�iS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED QMU }:PPIICA•ION6. • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • 0 ao `L LU O 1n "aa O ❑ 52 o U) } o aloe r C7 ? 0 Qr O O a Z J O O LL O ms Z J W � O r � = o� UUd r a F- W V DMO u, O > R H¢- Z O LU J LU <L 0 O ro < ® m rl C3 0 aa45 = O z = O u- O Z) ~ O Z Jof O J r Q Z arl!� -sap s �a5 \\`11111I I III///r ONY LYNN4f * : No. 58705 TE i Cc �'•R,LORIOP. •' \��� .,S'S�p � • LNG,. NA11 //r111111111, A LYNN MILLER, P.E. P.E.# 58705 BUCK HEIGHT INSTALLATION OPTION 5 EDGE DISTANCE ANCHORED THROUGH FIN INTO 2X INSTALLATION OPTION 5 EDGE DISTANCE WOOD FRAME OR BUCKSTRIP. EDGE — EDGE ANCHORED THROUGH FIN INTO 2X 114" MAX SHIMIg DISTANCE f DISTANCE WOOD FRAME OR BUCKSTRIPTYP. ANCHOR TYPE, EMBEDMENT TYPANCHORTYPE,AND EDGE DISTANCE PER 114" MAX SHIM EMBEDMENT AND EDGEBSTRATE,,,SSEE TABLE 21. DISTANCE PEI- EMBEDMENT EDGE DISTANCE EDGE — DISTANCE EMBEDMENT MAX. SHIM 12"LENGTH,CENTERED 20 ABOVE SASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21 VISIBLE LIGHT HEIGHT 52 G C 'r MAX SHIM EDGE DISTANCE EXTERIOR aEDGE DISTANCE —�-{ EMBEDMENT TYP, ANCHOR PE, EMBEDMENT INSTALLATION OPTION 5 AND EDGE DISTANCE PER ANCHORED THROUGH FIN INTO 2X SUBSTRATE, SEE TABLE 21. WOOD FRAME OR BUCKSTRIP. VERTICAL SECTION B-B SASH VISIBLE I LIGHT WIDTH FIXED VISIBLE LIGHT WIDTH EXTERIOR V 14 15 U BUCK WIDTH - HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) EXTERIOR EMBEDMENT 1/4" MAX. SHIM INSTALLATION OPTION 6 ANCHORED THROUGH INTEGRAL FIN INTO METAL MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING TYP. ANCHOR TYPE, OR STEEL STUD. MAY BE VERTICAL OR EMBEDMENT AND EDGE HORIZONTAL SECTION C-C HORIZONTAL. SEE SUBSTRATE DISTANCE PER SUBSTRATE, (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 21 SEE TABLE 21. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 21. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 3) ANCHOR TO BE INSTALLED WITHIN 2-12" OF FIN CORNER. Anchor Substrate Min. Edge Distance Max. O.C. Min. Embedment 2-1/2" x .113" Box Nail w e P (S =0. ) 5/16" 5" 2-7/16" 2-1/2" x .131" Common Nail 66outhem Pine (S§=045) • 8" 2-7/16" 2-1/2" x 145" Roofing Nail uthem P 0/8"0 • 5" 2-7/16" 2-112" x 145" Roofing Nail Sorhern Pir• (SQ=O 5) • / 2-7/16" #10 Steel Trusshead Screw or #12 Steel, 18-8 or 410 SS Screw uthe 6/2"• • 45" 1.318" 0.125" Aluminum, 6063-T5 min. 5/16 5" 0.08" 0.050" A36 Steel 5-116: 5" 0.050" 0.05" (116*)Steel Slud•Gr. 33 rWn. 1 5116" j5" 0.045" 1) MIN. OF J I I' K1 VJ CC TUNIJ 141111 LOUHJ1-111 • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W ? � 2 j � O o ❑ CD O O aloe 0 (� N O pJ C' ah Z rD ms C9 _ z W C � f So Io� f LU _LA a Z Z z ° W LL ¢J¢ O (�7 f ® of N w Z z H O < O ~ C H Z_ J f U r L � Q aryl Z 'sap s `\\11111111//I/A7 �• . No. 58705 '•. � 7 19 • X 0 ST TE F lC744/` i S "40RIOP.•'�e '/ S'ONAI- ,///1111111711\ A. LYNN MILLER, P.E. P E # 58705 �- 2.724" I►- 1488" � 2.11-.►i 987" �- �+ 2.724" 3.184" 2.786" 2.786" 2.786" 2.560" �JF 2.060" � .062" .062" .062" .062" .062" .062" O HEAD, FLANGE FRAME O FIN FRAME INTEGRAL O LEG HEADFRAME EQUAL O FRAME FLANGE JAO F NM RAME INTEGRAL O FRAME EQUAL LEG 2.724" -�-i 3.651" LO SILL, FLANGE FRAME 2.105" -� .062" 2.273" 062" 1t SASH PULL RAIL 2,724" 4.276" 1 0as SILL, INTEGRAL FIN FRAME .17D" r 2.149" � 1.300" 1.136" 100" 1.300" .045" .795" i 611 2a 7/16" BEAD 85/16" BEAD 12 SASH LOCK RAIL +a SASH TOP 8 BOTTOM RAIL TABLE 22: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS. Material Min. Fy Min. F. Steel S.- 92 ksi 220 ksi 18.8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UftmC0r 5 410 SS Eleo CmteFlex® 155 ksi 127.4 ksi 177 ksi 189.7 ksi 6063-T5 Aluminum 18 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi i 2,724" - - 3.151" O SILL, EQUAL LEG FRAME 2.211" T 1.8I 3" 1 170" J -►{ 1.246" f+- 1-7 fj I 3.908" .062" +0 SILLADAPTER .040" 1.513" --{E -�- ' INSTALLATION t7 HOLE COVER 1�.41�5�" ))� 1 U 710" .062" .062" _7223" .875" I.- +a WINDLOAD ADAPTER 1.446" -�-1 t 518" .040" 2211" ---'{ to SILL TRACK ANTI -LIFT CLIP '---{.630" .464" - T .360" �{ I 1.138" 798" L_ 1.032 _ 045" j .120" J 070" 065" +4 HD MEETING RAIL +5 STD MEETING RAIL +s SCREEN ADAPTER 2tA IG BEAD 2v IG SNAP BEAD HOT -MELT ALL%ftUIM• • • • DESICCANTFILL SILICONE BUTYL REINFORCEMENT • • �i%ISt Ul7LNOM. STRUCTURAL • • • • • • • Sr`c�•E,' POLYISO- 1/4" NOM. y 3/16" NOM. • • • • �OIx4• • • • SILICONE BUTYLENE WITH STRUCTURAL) BI�jY�a • • • SEAL DESICCANT SILICONE DESK • • ROLdL-FARM FOAM WITH FOAM STAINLESS STEEL DESICCANT EXT. GLASS EXT GLASS EXT. GLASS EXT. GLASS • • • • INT. GLASS INT. GLASS INT. GLASS* • • YIT'G�`SS 000 • 70 4SGISpPS CE SUP71 NXTEu SPACER® • • • 72 SP�ER• • • • •• �SPICER IM • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W ? w o co (n as ao o O w } 1n > > C7 N atop O _ S H O M Z O zo W W U J B u.o p 00 9¢ J oN CD z Z U � J � LL J O 0 OD ® N # � taay5 0 to 0 � Z O o O Z j Z) F- O � X K = Q W art'1 saps �a5 \\\\11111111//// ANY LYN/y * No.58705 -_ ,moo % j' S �; ' NA1 ENG /I11111111\\ A. LYNN MILLER, P.E. P.E.# 58705 TABLE 23 ASSEMBLY DETAILS FOR XO FLANGE FRAMES (OTHER FRAME TYPES 8 CONFIGURATIONS SIMILAR) 61 61 61 I i 1 i 13 17 \` !� I i 63 12 15 14 1 S 4 13 41 39 61 �jiS 1 • 1 11 • • • • • • S • • • • <•,., • 1 • • • • • • • '-{ 38 �� • ••• • • • • • • • • • • • • • • NOTFW: • • • • • • • • • • • 11P ALL CORNE9KS 1D U&E GASKET AND/Q2 SGALANT • •2) SOME MATS/OPTIONS NOT MOWN ONORAWING FOR CLARITY Item# Part# Description Material 01 l 35 724045 Sweep Latch Cast Zinc Polyethylen36 e45 724058 Frame Sill Gasket, (LH & RH) Polyethylene46 724063 Meeting Rail Gasket Polyethylene 35 SD Weathers 61 4(P @ • •INIERIOR st 781PDX #J8 X 1" t]d. PH SMS (Frame &Sash Assembly) Stainless Steel • • • • • INTERIOR 73 - Cardinal � Edge Spacer • 74 Dow 791, 899 or GE 7700 Backbedding Silicone • • 5 624017 Jamb, Integral Fri Frame Alum. 6063-T6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ci 00 Y w. � rn rr ❑ o O (5 jw r LID o � U N aloo O ElfQ bin O Z O Z QJ Z w O U U o Lu (7 F °N 'JMO w � p Z o IX G) O ® rn of IJ w ❑ laaus _ O w o � O o U as swap sa�as Qa .•'� LICENSE No. 58705 C).tx �•, STATE �•.zORIDP..�'� /01VAL ENG\��` ////llllllll\\\ A. LYNN MILLER, P.E. P.E.M 58705 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: .' •". This NOA is being issued under the applicable rules and regulations governing 4lie.use of construction * • • materials. The documentation submitted has been reviewed and accepted by MiaV11;Q j 0ie CoapV tER - • • • • 0 Product Control Section to be used in Miami Dade County and other areas where ;�Jq.4g4 by the Ajuthority • Having Jurisdiction (AHJ). • • • • 0000 . "": This NOA shall not be valid after the expiration date stated below. The Miami -Dade evxry Proliot.Gontrol o e a o o Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Cegntyp) resery"*m right • •: • • • to have this product or material tested for quality assurance purposes. If this proflUct Ur materfA fails to • • • •; • perform in the accepted manner, the manufacturer will incur the expense of such 49TIQ mud the AHJ . may . . immediately revoke, modify, or suspend the use of such product or material within theirjurisdioti.00t.. -RER .....0 reserves the right to revoke this acceptance, if it is determined by Miami —Dade Eounty Product &ntrol • • • • Section that this product or material fails to meet the requirements of the applicable building cod: • • • • This product is approved as described herein, and has been designed to comply with the Florida Building Code. including the Hiah Velocity Hurricane Zone.- 1 DF,SCRIPTION: Series "PW7720A" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. ISSILE IMPACT TING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.05 MIAMI-DADS COUNTY Expiration Date: February 19, 2024 Approval Date: August 23, 2018 p JI�I$ Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines" sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 0.6/06J17, pr pd by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • • • • . • ...... .. .. ...... B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pet.l TAS YO!t94 ..... • 2) Large Missile Impact Test per FBC, TAS 20149A.. • �' •; • •.. 3) Cyclic Wind Pressure Loading per FBC, TAS &00 4 • • ...... along with marked -up drawings and installation diagram of a PVC:94ding glaSs door, •, a PVC fixed window and an aluminum sliding glass door, using: Kodispace04St'i TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM'sp2c�r systew Wd XL; • • • • EdgeTM spacer system at insulated glass, prepared by Fenestration Testing tabocAtory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel er z, Y.E. Product Control] aiqiner NOA No. 18-10430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 611 Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 .... D. QUALITY ASSURANCE ' 1. Miami -Dade Department of Regulatory and Economic Resourc" tf fiR). •..'.: E. MATERIAL CERTIFICATIONS : : •*to : 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America. JVc. for j 9V "TrosifolO Ultraclear, Clear and Color PVB Glass Interlayopol elated OU1917, expiring on 07/08/19. • • • • • • • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Ibc. foMetr. "SentryGlas® (Clear and White) Glass Interlayer" dated 06;;�/115. expiring on 07/04/18. •.... • 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. L Manuel Pere, E. Product Control E a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E - 2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 611 Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • 3. Proposal No. 16-1372B issued by the Product Control Section, dated 1:/09/16 , signed •, • by Manuel Perez, P.E • • • ; • • **Soo: *Soo:* 4. Proposal No. 16-0125 issued by the Product Control Section, dated M709/16, signed ; .0*0 .... b Isha Chanda P.E. • • • • �; . . 5. 0*00 Laboratory compliance letter for Test Report No. FTL-7212, dated A3/21/13, signed • and sealed by Marlin D. Brinson, P.E. • • • • •. •; • ...... (Submitted under NOA No. 13-0502.03) """ • • 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3SSo, 'dated "' • • • 07/18/03 and 07/31/03 respectively, all signed and sealed by Josue C.,Chan, P•.j: • • •. (Submitted under NOA No. 03-1105.01) '....' G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel Pere , Product Control Ex er NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 0000 5) Cyclic Wind Pressure Loading per FBC, TA f 2Q9;94 • • • • • • • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94' 7) Drop Load Test, per CPCS 16 CFR 1201 (Coate and AI�1.297.1 �•"'� (400 foot-pound impact) .... • • • • • • . . along with marked -up drawings and installation diagram of a seri'" PV761G/4AW7720...90 aluminum fixed window, prepared by Fenestration Testing LabbtaM, Inc•,efrst • • 0 • • • Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idatmis Ortega, P.E. . . .. . C. CALCULATIONS • ...... 1. Anchor verification calculations and structural analysis, complying Vzth FBG 6.11 • • • • Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed -by* Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6tn Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window—L.M.I., approved on 10/1?`� and expiring on 02/19/19. Manuel Perez,,,P.E) roduct Control Exa i NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). y 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE 4) ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED A - 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET E INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF 11 THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" MAX. O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE - FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE - SCOPE OF THESE INSTRUCTIONS. 1 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION _ WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS T CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY 1 OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES' A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3Y STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 & 18-7763; ELCC ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 772DA SERIES WAS FORMERLY CALLED THE 720/820 SERIES. CODES/STANDARDS USED: �2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION :ASTM E1300-09 ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. 49" TIP -TO -TIP WIDTH 48" BUCK WIDTH - _ 45-1/4"VISIBLE LIGHTWIDTH r-�B, SHEET - 's�GalL.ntti! 96„ C - BUCK SHEET7 HEIGHT L 93-1/4" - VISIBLE 12" MAX. LIGHT O.C. HEIGHT 97" TIP -TO - TIP HEIGHT 1_ B 12" MAX. O.C. MAX. TYP. FLANGED FRAME ELEVATION GUIDE TO SHEETS: GENERAL NOTES ............ ........- 1 ELEVATIONS ................................ 1 GLAZING DETAILS. 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE........... 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A...........8 INSTALLATION, INT. FIN B........- 9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES...._ 10 PARTS LIST ................................... 10 TABLE is FIGURE 1: 12" O.C. / MAX. 12" O.C. MAX. 6" M TAAXX 1 T DESIGN PRESSURE RATING IMPACT RATING LARGE & SMALL MISSILE VARIES, SEE SHEETS 2-5 IMPACT RESISTANCE 48" BUCK WIDTH 48" BUCK WIDTH 45-1/4" VISIBLE 45-1/4" VISIBLE LIGHT WIDTH LIGHT WIDTH D, SHEET7 - 8 MAX. F, SHEET ~i 2 MAX_ H SHEET 9 C E, SHEET' G, SHEET 9 I I E, G 96 BUCK —r------- HEIGHT / 83-114" VISIBLE LIGHT I + / I / 93-1/4" VISIBLE LIGHT HEIGHT HEIGHT ( / 96" BUCK 5" MAX. I HEIGHT i O.C. i li F, H Ii LD 12" MAX. O-C. 2" MAX. 5" MAX. Q.G. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION Type Description Sheet 1 7/16" Lami (3116" An -.090" PVB - 3116" HS) 2 2 7116- Lanni 3116" HS -.090" PVB - 3116' HS 3 3 1-1/16"Lami. IG(3/16"T-7N6"Air-3/i6'An-.090"PVB -W116"HS) 2 4 1-1/16"Lami.IG(3/16"T-7116"Air-3/16"HS-.D90"PVB -3/16"HS) 3 5 7/16'Laml(3116"An-.090"SG-31I "An) 4 6 7/16'Lami (3/16"HS-.090'SG-3It6'HS) 5 7 L1/16"LamL IG(3/16"T-7/16"Air-3/16"An-.090"SG-3/16"An 4 8 1-1/16"Lami. IG 3/16"T-7/16"Air-3/16"HS-.090"SG-3/16"HS) 5 "SG" = "KURARAY SENTRYGLAS• INTERLAYER"BY KURARAY AMERICA, INC. "PVB" _ "KURARAY TROSIFOL• PVB INTERLAYER" BY KURARAY AMERICA, INC. SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. IWIDTH �{ I--- WIDTH �-{—WIDTH —�-I �- WIDTH --{ Tr-- --� T ---, r T0—— TI I jr, IWIDTH r { F-- WIDTH --{ I WIDTH F WIDTH - { 1 W ILA LL J WIDTH— I�——�I I— WIDTH �{ I- WIDTH �{ I— WIDTH T�-- T( --- T- T�--- • JR - 03/16/18 - UPDATED VALUES AND SIZES FOR tn tn GLASS TYPES 5-8. SERIES NAME CHANGE TO 7720A FROM 720. W ci C'1 Y ❑ p No v O } ^ = w dloo 0 0 �V - � az (n W - N r O J S Z lL rp s b Z J 6 = UOD e� W ❑ oN 0M0 W2 OD ~O;zf W ¢ � 0 Z O C, z rn o O g Q o o J W J Q W Iddvs ® U) Z as 0 0 F- � O O z ❑ Z ioog O Z O W U ❑ W W r X W L1. O d a!i1 sad s gas �'��.•'L10ENSF M/��� .k No.58705 F31 44, %'(ass ., ORID NG\\` /ONAL"fill I IE .. A. LYNN MILLER, P.E. P. E.# 587D5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Window Design Pressure (+/-, pso for Glass Type 1 Lonq Side, Ti h1 Ti in 68-7/8 73 77 81 85 89 93 97 101 105 110-112 31 r/-80 +/-80 +/-80 +/-8D +/-BO +/-BO +/_80 +/-BO +/_80 +/_80 +1-80 33 +/-80 +/-80 +l-80 - +/-SO +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 35 +/-80 +/-W +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-79.8 +/-79.4 37 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +1-79.7 +/-77.2 +/-75.1 +1-73.4 +/-72Z 39 +/-80 +1-80 +1-80 +/-BD +/-80 +/-7B.1 +/-752 +/-72.5 +l-70.3 +/-68.5 +/.68.3 41 +/-80 +/-80 +/-80 +l-79.B +1-7T2 +/-74.3 +/-71.3 +/-67.9 +/-65.1 +/-63.4 +/-61.6 -�- 43 +/-80 +1-80 +1-80 +1-77.4 +/-74.3 +/-71.3 +1-68.2 +l-64.7 +/-61.6 +/-59.8 +/-58.2 F 45 +/-80 +/-W +1-78.9 +/-75.4 +/-72.1 +/-68.9 +/-65.6 +/-62.2 47 +/-80 +/-80 +1-77.2 +/-73.6 +/-70.1 +/-66.8 1 +/-63.5 1 +/-60.3 +1-57.7 r, 49 +/-80 +/.79.3 +/-75.6 +1-71.9 +/-68.3 +/-64.9 +/-61.5 +/-58.2 51 +l-BD +/-77.5 +1-74.1 +1-70.3 +/-68.7 +1-63.1 +/-59.7 y 53 +/-79.1 +/-75.6 +/-72.4 +/-68.8 +/-65.1 +/.61.5 55 +1-77.4 +/-73.8 +1-70.5 +1-67.3 +/-63.5 57 +1-75.8 +/-72 +/-68.6 +/-65.3 N 59 +1-742 +1-70.3 +1-66.8 61 +1-72.7 +/-68.7 +/-65 63 +1-71.2 +/_67.1 65 +/-69.7 +/.g5.5 67 +/.68.3 68-7/8 +/-67 1) TIP -TO -TIP DIMENSIUNS SHUWN. 1-UK IN I LUKAL "N ANU tUUAL LtU WINUUWJ, JUb I KAU I I rKUM I nt I Ir-I V-I Ir VIM-1- In THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Window Design Pressure (+/_, psq for Glass Type 3 Lonq Side, Ti ID T in 6&7/8 73 77 81 85 89 93 97 101 105 110-1/2 31 +/-80 +1-80 +1-80 +/_80 +/-80 +l-BO +/-80 +l-80 +/-80 +l-80 +/-so 33 +l-BO +/-80 +/-80 +/-80 +1-80 +/.80 +/-80 +/-80 +/-80 +1-80 +/-80 35 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-BO +/-80 +/-80 +/-60 +/-80 37 +/-80 +/-80 +/-80 +/-80 +/_W +/-80 +/-BO +/-80 +/-80 +/-80 +/-80 39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.4 +/_76A +/-74.3 41 +/_80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-76.7 +/-73.5 +/-70.9 +/-69 - 43 +/-80 +/-80 +/.60 +/_80 +/-80 +/-80 +/-77 +/_73.1 +/-%6 +l-66.9 +/-652 F 45 +/-80 +/-80 +/-80 +/-80 +/-80 +/-77.8 +1-74.1 +/-70.3 +/-67.5 +/-63.9 2 47 +/-80 +/-80 1 +/-80 +/-80 1 +/-79.2 +/-75.4 +/-71.7 +/-68.1 +/.65.1 FW57+1- 80 +/-W +/-80 +/-80 +/-77.2 +/-73.3 +/-69.5 +/-65.8 mB0 +1-80 +/-80 +/-79.4 +/-75.3 +/-71.3 +/-67.5 y80 +1-80 +/$0 +/-77.7 +/-73.5 +/-69.5 - +/-80 +1-79.6 +/-76 +1-71.8 +/-80 +/-775 +/-73.8 rng0 80 +1-79.4 +/-75.4 80 +/-77.6 +/-73.5 -80 +l-75.8 78.8 +1-74 T2 68-7/8 1 +1-74.9 1) TIP -I U-I IP UIMI-NSIUNS SHUWN. FUK IN I tUKAL YIN ANU tUUAL Ltti VVINUV WJ, Jub RAV I I rrtvm nc IIr I u I Ir ulmcrv�Iury iry THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 9( 3 3/16"ANNEALED GLASS � EXTERIOR a GLASS TYPE 1 PVBINTERLAYER 6" HEAT STRENGTHENED GLASS 5/8" GLASS BITE '-(- I-►- LONG SIDE SHORT SIDE -L- [:�� f- LONG SIDE -►i SHORT 6/ SIDE Y 1 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116" NOM, GLASS STACK LAMINATED GLASS STACK 3116" HEAT 3116" TEMPERED GLASS STRENGTHENED GLASS 7116" AIR SPACE 3/16" ANNEALED GLASS SHORT I _ 090" PVB I INTERLAYER SIDE 11 5 5/8" GLASS BITE 1 3 BiBl LONG SIDE EXTERIOR a717 21 13 GLASS TYPE 3 SHORT I-- •• ••• • • • • • •• SIDE I- • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ^x7�Dl�cr �ev,ssD es -.plying,,i h the Fknida C-oilding Curie Acc P�'.-1.10 jz--C; 31 I I NO CHANGES THIS SHEET. I W z r1 Y (1) 0 "aa LU w N Nw 0 O alo0 O p 0 N Q � � N (J �¢ W Q LL o a m Z LL (ID ^ o 0 7 Z W .rg un.oi0 O =LI U U o ®� W l] OMO W - coeN < ~ W (� S2 rO o Z o O u) U F- g J Q W -j m � IL O N haws ® m (j Z W OL • ~ C) W w Z QZ o of 5- Io7S a¢ Z o w O l] W65 (7 I- X W anu - saO s „as `111111I II//�// * No.58705 *� 0 STiv �6 .'cC ORID?.'' G\� /C<SS/ ..NA1 . O ` ,/ 011 A. LYNN MILLER, P.E. P. E # 58705 Window Design Pressure (+/-, psf) for Glass Types 2 & 4 LongSide,, Ti to Ti in 68-7/8 73 77 81 85 89 93 97 101 105 1 110-112 113 117 121 125 129 133 137 141 145 31 +/-80 +/-80 +/-80 +/-80 +/-80 +/.80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-BO +/-80 +/-80 33 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 37 +/-80 +I-80 +/-80 +/-BD +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 39 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +1-80 41 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 43 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-DO +/-80 +/-80 la 45 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 8 47 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 F 49 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 m 51 +1.80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 in 53 +/-80 +/-80 +/-80 +/-80 +1-80 +1-79.1 rd 55 +/-80 +/-80 +/-80 +/-80 +/-78.6 w 57 +/-80 +/-80 +/-80 +/-79.1 59 +1-80 +/-80 +/-80 61 +/-80 +/-80 +/-79.3 63 +/-80 +/-80 65 +/-80 +/-80 67 +/-80 6B-7/8 +/-80 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1"FROM THE TIP -TO -TIP DIMENSION IN THt IABLL IQ Dt I tKMINE IHE VYINUUW SILL. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 3116" HEAT STRENGTHENED GLASS 1-1116" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK PVBINTERLAYER 3116" TEMPERED GLASS HEAT �0!',STRENGTHENED 3/16" HEAT STRENGTHENED GLASS3/16" 3116"HEAT STRENGTHENED GLASS GLASS 7/16" AIR SPACE .090" PVB INTERLAYER GLASS BITE GLASS BITE TABLE DIMENSIONS MAY BE } ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE If— LONG SIDE SHORT SIDE SHORT I _ SIDE f EXTERIOR 1�=�I I EXTERIOR �-- LONG SIDE �{ 20 13 G] s-l%%\ 21 13 �-l`��� GLASS TYPE 2 GLASS TYPE 4 • �HO • • • • LONG • • • • • • • �� SIDE •• ••• •• • • • • SHORT I— f • • • • • • • SIDE • • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • •• •• PFODUCr REVISED a; complying with the Flarida 13.0dic8 Cade AIo pLwoe 14. NO CHANGES THIS SHEET u W 31 M Yj nay i y N U) . po v O } O o aloa � OfN � M a� W r 0 J Z LL Z g M 2 UJ W U � W ®:j F W IN 0M0 a O o O^ Z 0 U H g J F- W m Q F LL 0 M —,Eu Ij W () Z O O Z d ,I s Z o w O LU r X W LL O d awj \\1 tt1111II//! GNy LYNA, �\ ��' �yGENgF /CIF` * f No.58705 v ! OFF ='A • IS S�G S `\ ��NAL E ` 144 1 `111, A LYMILLER, P.E. P E # 58705 TABLE 5: Window Design Pressure (+/-, psf) for Glass Type 5 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM I Ht I IP-IU-I I' UIMhN5IUN IN I Ht TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6: Window Design Pressure (+/-, psf) for Glass Type 7 33 +90/-130 +g0/-130 +90/.130 +901-130 +9N-130 +90'-130 !W-ILO-130 +90/-130 +80/-130 +80/-130 +90/-130 +90/-130 35 +90/-130 +90/-130 +9V-130 +9d-130 ♦90f-m +90'-13C +90'-130 +90/.130 +90/-130 +90/-130 +901_13D *901-130 +90/-130 37 +90/-130 +90/-130 +901-130 +901-130 +9DN-130 +90/-130 +90/-128.3 +90/-125.4 +90/-122.6 «90/-120.1 +90'-118.1 .90/-118.1 +90/-118.1 39 +90/-130 +901-130 +90/-129A +90/-127.5 +901-125.4 +9Q'-127.5 +9D/-119.1 +901-114.8 «g0l_112.5 +90/-1104 +90/-1OB.e +90/.108.9 +901-105.3 41 +90/-130 +901-128.3 a9ry_121.2 +90/-118.9 +90/-116.4 +90/.113.5: +g0l-110.5 +90/-107.2 +90/-103.9 +90/-101.3 +90/.99.4 +901-97.7 +90l-97.1 43 +90/-1293 +90/-121.5 +90/-115.8 +g0/_113.8 +901.111.4 +901.107.5 +90l-1D4.2 +901-100.6 +90/-B7 «90/-83.8 +90/-92 +90_.9 +gN-90.5 45 ♦80/-122.9 +g0/_715.8 +9D/-111.6 +90/-109.7 +M.107.3 «931-1028� +90/-98.7 +9D1-95 +90/.823 I +90/-W.1 +/-87.9 +81-85.9 +80/-854 47 +901-118 +9W-112.7 +90/.108.1 +90/.106.1 +001-103.5 +901-96.8 +9ry-94.4 +90/-91.5 +1-89.1 +1-66.7 +80/-84.4 +80/-821 +80/-81.3 49 +901-114.2 +90/-109.6 +90/-104.8 +90/-102.7 +BN- - 1. +90/-95.3 +90/ B 8 +/.88 7 +/-86 +BO/V •B3.2 .80/.83.5 +80/-80.5 +801-81 */-77.9 +/-78 7 H-754 +1-77.8 H-74.5 51 *90/-110.9 +90/-1 D6.3 +9N-101.8 .9D/-99.6 «90/-96.98.9 1 +90/-927 +/-697 +/-88.2 53 +9D'-107.7 +90l-102.9 .90/-9e.7 +901-96.7 +90/-94,1 +907-g0.4 +/-87 +801-83.7 +80/-80.6 +147.7 +/-74.9 +/-723 +1-71.4 55 +90/-1D4,5 +90'-99.6 +90/-95.3 +90/-93.7 +W-919 +/.883 +80'-84.6 +801-81.3 +1-78.1 +/-75.1 +/-72.2 +/-09.8 +/-09.1 57 +901-101.5 +901-96.4 +90/-92.5 +90/-91 +/-89.3 +BW-86.1 D'A I +82.4 +/.789 +1-75.6 .1-72.5 «/-88.9 +/-07.9 59 61 +90148.5 +W-95.6 +90/43.5 +90/-91.3 +/-90 +1_87.7 +1.98.5 +80/-6e.8 *BOI-83.6 •80/-80.3 +/-78.7 +1.73.3 +l-70.3 +Bp/-86.2 +801.84.3 +80/-81 +1-77.9 +/-74.5 +1.71 +1-68.7 63 +90/-92.2 +1-88.1 +80/-84.3 +13W-82.7 ♦Bo/-80.7 +/-77.3 +1-74 +/.71 +1-68.8 65 +901-91.2 +/.87 +801-83.2 +801-81.6 +l-796 +/-76.1 H.728 0 67 +/-89.3 +80/-B5 +61/-e1 +1-79.4 +/-77.3 +173.7 +/-70.5 68-7/e +/.87.3 +80/-83.2 +/-79.1 +l-77.4 +/-752 73 3.2 +1-79.4 +(-75.1 +l.73.2 +1.71 +/-684 77 +/-79.1 +1-75.1 +/-71.4 +l-69.B 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7116" LAMINATED J GLASS STACK ^\ 4G-SS NTERLAYER NNEALED GLASS 3/16" BITE f-�-- LONG SIDE EXTSHORT SIDE �- LONG SIDE �{ SHORT SIDE 9 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK LAMINATED GLASS STACK GLA 7 3/16"TEMPERED GLASS 3/16"ANNEALED GLASS 3116" ANNEALED GLASS 7/16" AIR SPACE--__,.090" SG INTERLAYER SHORT (- SIDE 11 5/8" GLASS BITE LONG 12 SIDE I} EXTERIOR 176 21 13 GLASS TYPE 7 SHORT •• ••• • • • • • •• SIDE I- • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W 1 Y U) ❑ "aN N O > o p oQ ao p v N z J U) Z 3 r O a Q ^S 'a ZLL'0 2: W o 0 J W U U_ o o ❑ oN Dmo W .-. O Z o O U 1- 5 W m LL O � J Q Q F laaus U) W W In Z QZ W EL aloJS O O Z a W 0 ❑ W n X W � ❑ a all'1 sap saua5 111111 fill, NY LYN/y �N�0' L1GENgF��(� *, No.58705 . F<ORIDP.'G .,, N11 Al1 IL � A. LYNNINIILLER, P.E. P E # 58705 Window Design Pressure (+/-, psf) for Glass Types 6 & 8 Long Side, Tip to Tip (in) 68.7/8 73 77 78-3/4 81 85 89 93 97 101 1 105 109 1 1100/2 113 117 121 125 129 137 145 31 +901-130 +901-130 +901-130 +90/-130 +90t-130 +ga-130 +90/-130 +901-130 +9a-130 +90/-130 +9a-130 +9a-130 +9a-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 33 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +g0/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +9a-130 +ga-130 +9a-130 +90/-130 +901-130 +90/-130 +90/-130 35 +901-130 +90/-130 +90(-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90030 +90/-130 +9a-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +801-110 +80/-110 37 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +9a-130 +90/-130 +90/430 +9a-130 +901-130 +90/-130 +8a-110 +801-110 39 +90/-130 +901-130 +90/430 +9a-130 +9a-130 +90/-130 +90/-130 +90/-130 +901-130 +9a-130 +90/-130 +90/430 +90/-130 +901-130 +9a-130 +90/-130 +801-110 +80/-110 +801-110 +BD/-110 41 +9a-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +ga-130 +90/-130 +90/-130 +9a-130 +901-130 +901-130 +80/-110 +8a-110 +B0/-110 +80/-110 +801-110 +801-110 43 +90/-130 +9a-IN +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +9a-130 +90/-130 +90/-130 +901-130 +901-130 +80/-110 +801-110 +8a-110 +80/-110 +80/-110 +80/-110 +801-110 45 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80(-110 a 47 +90/-130 +901-130 +901-130 +ga-130 +901-130 +901-130 +90/-130 +90/-130 +ga-130 +9a-130 +851-110 +Ba-110 +80/-110 +801-110 +80/-110 +801-110 +8a-110 +Ba-110 0 49 +90/-130 +9a-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +9a-130 +901-130 +801-110 1 +801-110 +801-110 1 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 c 51 +90f-130 +901-130 +90/-130 +90/-130 +90/-130 +9a-130 +901-130 +89.4/-128. +801-110 +8a-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 53 +901-130 +90/-130 +901-130 +901-130 +901-130 +9a-130 +88.81-128.1 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +8a-110 +801-110 v 55 +90/-130 +ga-130 +9a-130 +9a-130 +901-130 +88.&-128.1 +801-110 +8a-110 +801-110 +80/-110 +80/410 +801-110 +80/-110 +Ba-110 rn 57 +90/-130 +901-130 +901-130 +90/-130 +89.4/-129 +8a-110 +801-110 +Ba-110 +801-110 +80/-110 +80/-110 +80/-110 o 59 +90/-130 +ga-13D +90/-130 +89.51-129.1 +80/-110 +10-110 +80/-110 +81)1-110 +801-110 +80/-110 +80/-110 in 61 +90/-130 +9a-130 +89.&-129. +80/-110 +B0/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 63 +90/-130 +901-130 +80/-110 +80/-110 +80/-110 +B0/-110 +801-110 +801-110 +801-110 65 +9a-130 +9a-130 +80/-110 +80-110 +801-110 +80/-110 +801-110 +80/-110 67 +901-130 +90/-110 +Ba-110 +801-110 +801-110 +g0/-110 +8a-110 6 - a/-110 a-1 to +Ba-110 +8a-110+B11 a-10 -110 +g0/0 +0-110 77 ++8a 110+-110 77 1 +801-110 1 +BO/-110 1 +60/-110 +8a-110 78-314 +80/-110 1 +80/-110 1 +80/-110 1 +801-110 1)IIN-IU- I IF UIMtN91UNJbNUWN.fUP( IN I tUKAL I-INANU CUUAL LtV WINUVWJ. DUC I —I I rrcum Int IIr-Iu-Ir ulmcrvalvry IN Inc I—. 1V1dc ICI. — Inc vvlrvvVvr al�c. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1116" NOW 7/16" LAMINATED GLASS STACK �J 7116" LAMINATED GLASS STACK I GLASS STACK .090" SG INTERLAYER 3116" TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS 3116" HEAT 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE 090" SG INTERLAYER 4 11 � 11 5 5J8"5/8" GLASS BITE I I GLASS BITE EXTERIOR a GLASS TYPE 6 EXTERIOR a GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �-� LONG SIDE 6/ r SHORT SIDE y _'I SHORT — _L__ 'I SIDE I` �— LONG SIDE ---�i j SHORT 6/ LONG SIDE SIDE • •• • • • • ••• • •• ••• •• • • • SHORT SIDE • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JR - 03/16/18 - UPDATED VALUES AND SIZES. z` W. V Y CO ❑ ^tea p o v O Y C o W Imo 00 Qo CD C4 Q �w n J oa lr LU t` U J C) m LL ~ Z Te u p Z O ^o =U' = W a _3 W ❑ LU U o ~ L� ¢ C� ON OMO Lu O 0Z i 0 O 0 U o F g W _1 m LL O yl J Q F 1aa45 ® rn � Z W D_ 0 F O w Z < ❑ Z T'0T5 O LLO a Z w ❑ W r e O X W 5 LL a111 ❑ '�sa0 CL s ,.a5 ANY LYN/V Mi * No. 58705 *' 0 :eq 0 WATOF �SS,�ONAL . . "0 11 A LYNN MILLER, P.E. RE # 58705 TYP. ANCHOR TYPE, ZX WOOD BUCKSTRIP EDGE EMBEDMENT AND EDGE INSTALLATION INSTALLATION OR FRAMING, SEE DISTANCE DISTANCE PER SUBSTRATE, TYPE C TYPE B EMBEDMENT NOTE 2, THIS SHEET SEE TABLE 8, THIS SHEET INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A 114" MAX SEE NOTE 2, THIS SHEET A= -EMBEDMENT T SHIM TYP. ANCHOR TYPE, EMBEDMENTAND �i I II EDGE Jii EDGE DISTANCE PER SUBSTRATE, DISTANCE EDGE 6 SEE TABLE 8, THIS SHEET r-rr� �- SH MAX DISTANCE ° J�' I � BRIM � - WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" Yl( USED FOR ALL I SIDES OF ARCHITECTURAL 11 SHAPES @ 11-7/8" EXTERIOR O.C. MAX. ° .. . E CONCRETE/CMU 4 11 I a PER ANCHOR VISIBLE LIGHT WIDTH = 5 REQUIREMENT WINDOW BUCK WIDTH - 2-3/4" ����111 WINDOW BUCK WIDTH CONCRETE/CMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT INSTALLATION HORIZONTAL SECTION A -A METHOD D TCRI F N 1/4" MAX SHIM 9 j EXTERIOR STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET __�1/4" MAX SHIM Anchor Substrate Min. Edge Distance Min. Embedment M'O.C. S acin #12 or #14 410 SS Screw Sotrn Pine Str0.55 9116' 1-3/8" 1T A] in 6063T5 min. 3/8" 1) Im. ` 12" A36 Steel 11.1 0.06.3" ` 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Gal17' #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9116" 1-3/8" 17' Alunin 6063-TS rrrn. 318" 0.063" ` 17' A36 Steel 38" D 063" ` 12, Steel Stud Gr. 33 min. 3/6" 0.045" 18 Ga 12' 1/4" 410 SS CreteFkx lhl routed CMU, ASTM C-90 2-1/2' 1-1/4" 17, Concrete (min. 3.35 ksi) 1" 1-Y4" 17' 1/4" Steel Ultracon Concrete min. 2.85 ksi 1" 1-314" 12' Concrete min. 2.85 ksi 2-1/7 1-3/8" 12' Uln routed CMU. (ASTM G-90 2-1/Z' 1-1/4" 17, 5116" Steel Ultracon Concrete rri 3.5 ksi 1-1/4" 1-3/4" 17, Grouted CMU ASTM G90 2-1/7' 1-3/4" 12" 'MIN. OF 3 THREADS BEYOND THE ME IAL SUBS I RA I E. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. } 1X WOOD BUCKSTRIP, INSTALLATION NOTES: SEE NOTE 2, THIS SHEET 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT 4ND9 • • • • • • • • • �— EDGE DISTANCE LIMITS. • • • • • • • • • CONCRETE PER • • • • EMBEDMENT ° ANCHOR 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL* • • y ° ' REQUIREMENT THICKNESS IS LESS THAN 1-112". 1X WOOD BUCKS ARE OPTIONALK, 141T CAN • • • 1 BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DE CTED AS • • • • "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF - ° WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY INSTALLATION EDGE TYP. ANCHOR TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. DISTANCE AND EDGE DISTANCE PER • • • • • TYPE B SUBSTRATE, SEE TABLE 8, THIS SHEET 3, FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER OM a BE OF R • • • • SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • VERTICAL SECTION B-B • . .• • • • • • MUrir • Min. Fr Min. F. _SIQI Sclaw 92 ks 120 ksi 410 Screw 90 ksi 110 ksi Boo U.ltraConG 155 ksi 177 ksi 410 SS Elco CreteFleAD 127.4 kst 189.7 ksi 6063-TS Alumilum • 16 ks 22 ks • • A36 Stlb1 • • 496 ksi 58 ksi . 33 Ste tud ks 45 ksi • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER )PEW 6P. • • • • • • • • • • • • MULLION NOA APPLIES TO WHOLE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • W. a1 R 0 > 0 `v O o O o aro0 0, Zy N r Z 6 r 0 O a LL i u °J0 Z ^ 7-LLI G IDW —1 W 00 IN o> O Z o Z m o O g 0 J Z O (0 taav5 ® N (j Z J � = J H O F Z 0 (n arQs ¢ Z Z O O W w V 0 W X Z r (L LL d a,;,I 1 sap 1 sa,'a5 \tllllI Itl/// / LYNAt * ; No.58705 �A l . lY -O :w 0 ON NIll IT NAL A LYNN MILLER, P.E. RE k 58705 2X WOOD BUCKSTRIP EDGE DISTANCE OR FRAMING, SEE r NOTE 2, THIS SHEET ---- INSTALLATION TYPE E EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EMBEDMENT 1 t I EDGE DISTANCE MAX 2 SHIM � ' SHIM INSTALLATION INSTALLATION TYPE G TYPE F 1X WOODBUCKSTRIP EMBEDMENT SEE NOTE 2, THIS SHEET yl 1 /4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND _ EDGE DISTANCE PER SUBSTRATE, • 6 SEE TABLE 9, THIS SHEET USED FOR ALL SIDES OF r—,r ARCHITECTURAL SHAPES @ 11-718" L O.C. MAX. CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION TYPE H 1/4" r MAX. + SHIM 9 EXTERIOR STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET EXTERIOR \ 1il VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C EMBEDMENT EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrata Dl stn.em Mn.dge Enbednent Mm O.C. #12 or #14 410 SS Screw Southern Pine SG=D.55 9/16" 1-31B" 12" Aluninum 6063-TS nin. 3/8" 0.063"' 12' A36 Steel 111. 0.063" ` IT Stud, Gr, 33 in. 18" 0.045" 18 Ga ' 12' #12 or 914 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-318" 12" Alurrinum 6063-T5 r in. 318" 0.0 . ` 12" A36 Steel 3/8" 0.063"' 12" Steel Stud Gr. 33 rrun. 3/9" 0.D45" 18 Ga ' 12" 1/4" 410 SS Crete9ex U' routed CMU ASTM G90 2-1/Z' 1-1/4" 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 1/4" Steel Ukracon Concrete min. 2.85 ksi 1" 1-3/4" 12' Concrete nin. 2.85 ksr 2-1/2" 1-38" 12' Un routed CMU ASfM G90 2-1/2" 1-1/4" 12' 5/15' Steel Ultracon Concrete min. 3.5 ksi 1-114" 1-14" 12' Grouted CMLIASTM G90 2-1/2" 1-3J4" 12" `J -m .vrJ In ..O T1 I t1 G MC I HL JU[SJI—I t. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 5 ALL HEAD TYPES APPLICABLE. �1l4" MAX SHIM INSTALLATION NOTES. 1X WOOD BUCKSTRIP 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND \ I SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMITS. �— 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL CONCRETE PER THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IPRJAIT (OAR• • EMBEDMENT ° ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS • • ° ' ° • , • REQUIREMENT "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBS,%,OF • 0 • • WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED B17 • • • AUTHORITY HAVING JURISDICTION. • • 000 INSTALLATION I EDGE TYPE F TVP. ANCHOR TYPE, EMBEDMENT 3 FOR ATTACHMENT TO METAL' THE STRUCTURAL MEMBER SHALL BE OF A SIZE Material Min. Fy Min. F� Steel Screw 92 ksi 120 ksi • 400 Screw • D e90 ksi 110 ksi o a j a 155 ksi 177 ksi 460 S$ Elio Cje1pQee 1, 127.4 ksi 189.7 ksi • 60YAJ: n&n •16 ksi 22 ksi 36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WRWWtR • • • • • • • e e .0. MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO CHANGES THIS SHEET. a W i cY a R U) 75, O In > o p Qo aloe (7 z y IY N M a W r O o u- i z p mo,p Z = c U U o ®� Ld W O W — oD I- .� ~ W ¢ CD IN DM0 C3 O a z Z 0 u ~ Z O O H r N Q 1aa45 ® O Z 0 Z (9 ul aloa5 ¢O O � J w W X : e� e LL O W a al?7 'asap s �aS ONY LYNV i P�'��.•'`WCENgF'•%���' * No.58705 ST TETE 1E S10NAL 1IN A. LYNN MILLER, P.E. P.E.# 58105 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE �- EMBEDMENT DISTANCE PER SUBSTRATE, V SEE TABLE 10, THIS SHEET EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-3/4" INSTALLATION TYPE J USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. FIN FRAMES ARE ONLY TO BE USED 2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 14 (PVB INSTALLATION OR FRAMING, SEE TYPE J IN I tKLAYER), NOT TO BE USED WITH TYPE K NOTE 2, THIS SHEET EDGE GLASS TYPES 5-8, (SG INTERLAYER). DISTANCE —� 1/4" MAX EDGE DISTANCE EDGE SHIM DISTANCE 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP a I O I 1 OR FRAMING, SEE OR FRAMING, SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET I` TYP. ANCHOR TYPE, EMBEDMENT AND 1/4" MAX 1 � EDGE DISTANCE PER SUBSTRATE, J SHIM /—1 b l SEE TABLE 10. THIS SHEET 1 EMBEDMENT I VISIBLE LIGHT WIDTH INSTALLATION NDOW BUCK WIDTH -2-3/4" TYPE L WINDOW BUCK WIDTH EXTERIOR 1/4" a MAX. HORIZONTAL SECTION E-E SHIM STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET _1114" MAX SHIM EDGE DI+STANCE TYP.A O TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET VERTICAL SECTION F-F PRODUCT REVISED . c—plyi g 1 hh the FkffMa Blinding CO& Acceptance No 18-p43j� \\ I EMBEDMENT NO `S NO CHANGES THIS SHEET. K EXTERIOR Anchor Substrate Min. Edge Distance Max. O.C. Spacing 2-112" x .113" Box Nail Southern Pine SG=0.55 5/16" 5" 2-1/2" x .131" Common Nail 2-1/2" x.145" Roof Southern Pine SG=0.55 3/8" 5" Southern Pine SG=0.55 3/8" 5" #10 x 1" Steel Screw (G5)' Southern Pine SC-0.55 1/2" 5" 0.093" A)uMnum 6063-T5 min. 5/16" 5" 1/16" A36 Steel 5/16" 5" 0.045" 18 Ga Steel Stud Gr. 33 1 5116" 15" MIN. UY S 111-UJ -TUNU I I1t Mt IHL b-I I -I C. INSTALLATION NOTES 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. •• ••• • 2. FOR ATTACHMENT TO METAL. THE STRUCTURAL ME*3ER SHALL • • BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINIfOr FRAME • • • • 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITj-I`R • • • � WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. • • Maleial • •MIn. F, Min. F„ el re • 92 ksi 120 ksi • 16 ksl 22 ksi • • A156 Steel • • 36 ksi 58 ksi GP33 SON SIbd • 33 ksi 45 ksi ..• • . • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \\1111111!!f/// ( LYNNMi/ 1";' �o ..........r \CENS, No.58705 "�O .• I �� S AT OF .p '• .FGORIDP,. �' � A LYNN MILLER, P.E. P. E.N 58705 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" INSTALLATION TYPE N EMBEDMENT CONCRETE/CMU PERANCHOR EDGE REQUIREMENT DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET 1EMBEIMENT 1 1 L1/4" MAX SHIM INSTALLATION TYPE M 1___:�7 EDMENT 1/4` MAX SHIM USED FOR ALL SIDES OF EDGE ARCHITECTURAL DISTANCE SHAPES @ 11-7/8" O.C. MAX. T INSTALLATION 1�m- TYPE O EXTERIOR 1/4" a MAX. SHIM AhSTEEL SELF -DRILLING SMS (G5), SEE TABLE 11, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 117HIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH INSTALLATION GLASS TYPES 5-8, (SG INTERLAYER). TYPE N I WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET 1 VISIBLE LIGHT WIDTH - �O i� WINDOW BUCK WIDTH -2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION G-G EMBEDMENT U EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT EXTERIOR V Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. S cin #12 or #14 410 SS Screw Soutiern Pine SG=0.55 9/16" 1-318" 6.2" Aluminum 6063-T5 min. 318" 0.063" ' 6.2" A36 Steel 3/8" 0.063" ` 6.2" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ' 6.2" #12 or #14 Steel Screw (G5) Southern Pine SG-0.55 9/16" 1-318" 6.2" Aluminum 6063-T5 min. 3/8" 3/8" 0.(M., ' 0.063"' 6.2" 6.2" A36 Steel Steel Stud Gr. 33 rrin. 3/8" 0.046' 18 Ga ' 6.2" 1/4" 410 SS CreteFk x routed CMU, ASTM C-90 2-1/2" 1-1/4" 11.6" Concrete (min. 3.35 ksi) 1" 1-3/4" 11.6" 1/4" Steel lJ7fracon Concrete min. 2.85 ks 1" 1-314" 11.6" Concrete min. 2.65 ksi 2-1/2" 1-3/8" 11.6" lJn routed CMU ASTMC-90 2-1/Z" 1-1/4" 11.6" 5/16" Steel Ultracon Concrete rrin. 3.5 ksi 1-1l4" 1-3/4" 11.6" Grouted CMU ASTM C-90 2-112" 1-3/4" 11.6" T/4" MAX SHIM 1X WOOD BUCKSTRIP, ` MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. • • 000 • • • • • • • INSTALLATION NOTES: • • • • • • • • • 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • • • • • • • • • • • t/terial • Mn. F„ Mn F. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1 X", ARE BUCKS WHOSE TOTAL THICKNESS IS LftSTHAN�1•I�' 1X M'(1DD • S I Sc 62 ksi 120 ku BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X` ARE 410 Screw 90 ksi 110 ksi 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS Eto L1tr.CorO 155 W 177 ksl APPROVED BY AUTHORITY HAVING JURISDICTION. 41G SS Eko CmWFbx9 127.4 ksi 189.7 ksi • • • • • • 6063T5•kwmi 16 ks 22 W 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE F•LL SUP%DRT TOTHE• ♦ A66 S1fa • 36 ksi 58 ksl WINDOW FRAME. • • • • • • Gr. 39SWel Stu1 33 ku 451d VERTICAL SECTION H-H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAP L� 9TO�Ll�i(yLE SYSTEM. • • • • f • •• • ••• • PRODUCT REVISED ns cemplY,B with th. Florida Buildieg Code F.p.M-Da4ig' 2Q B 1"fiami ede ProdlletC NO CHANGES THIS SHEET. 7 W z m_ Y 0 1 v N U) ^ab v O o O o alDO L0 N �w K U) z a r r �O a� LL i Z � = Uj o .J W MoiO ~ ¢ oN 0M0 0 W 0 O O 0 Z F- g u_ O QI J Q U) aa45 ® z z # O U H Q z a J arw5 o Z � � Q o w O z_ O X z LL i o ai]'1 ( LYN/ /�''. VICENSF'-. * No. 58705 �_ ATE OF S IE? A LYNN MILLER. P.E. P.E.# 58705 ••• • • • ••• • • Item PGTPart # Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7116' Lami. Glass Beading Alum. 6063T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a j 4270 jinstallation Fastener Cow Alum. 6063-T5 6b 1 4224 lInstallation Fastener Coeer Tor Curses Rigid PVC 8 4267 7/16' Lami. Glass Beading forCunes Alum. 6063-T5 9 4269 I.G. Beading for Cunes Alum. 6063-T5 10 70589C Gasket (at 90° comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 61308K Foam Beading Tape 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3116" x 7/16' x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16' x 1-3/32" x 4" Neoprene, Duro. 85 +/-1 29 76X114FP #6 x 1-1/4" FH SMS (Cured Beading) Stainless Steel 30 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 Kommeding Kodispace 4SG TPS See this Sheet for Materials 76 Quanex Super Spacer nXr 77 Quanex Duraseal Spacer 78 Cardinal XL Edge Spacer ALL CORNERS TO USE GASKET AND/OR SEALANT ASSEMBLY DETAILS FOR FLANGE &EQUAL -LEG FRAMES 90"CORNER FRAME ASSEMBLY / EXTERIOR EQUAL -LEG FRAME \NGE FRAME 2.784" 094" �1If .062" 1.875" I .438" 1.000" I .050 OFLANGE FRAME 2.784' 094" ___1 L_ .174" r 062" 1.375" 11 500" .438" T-F-- .050" OEQUAL -LEG FRAME 2.784' .09,-�I-�-- �*0" 01 1.375" T� 500" r 431 } • ���+- .050"1- 1A25" .077" L OFIN FRAME III .9�70" 1 l-�- .346" _ f 1.0 3.877" I Fj .970" 346„ .675" .875" I T 0 !I .050" 050" .0507 .050., 050„ O GLASS B7/161, MEADING O BEADING GLASS 6a FASTENERSTALLATICOVER O ON GLASS C CURVES O FOR CURVES HOT -MELT ALUMINUM DEtE ICANT FILL aINT CONE BUTYL POLYISOBUTYLE STRUCTURAL REINFORCEMENT S5/16" NOM. POLYI50.1!4" NOM. 3/16" NOM. ILICONE 5/16" NOM.EAL BUTYLENE WITHSTRUCTURAL BUTYL 8 ROLL-FORM DESICCANTSILICONE DESICCANT STAINLESS STE FOAM WITH FOAM EXT GLASS DESICCANT EXT.GLASS EXT. GLASS EXT.GLASS NT.GLASS . GLASSINT GLASS INT. GLASS 75 KODIS SCE 76 NUPEMR SPACER® 77 SPACER L® 78 XL SPACER TM ASSEMBLY DETAILS FOR FIN FRAMES ANGLED/CURVED Y FRAME ASSEMBLY 90°CORNER FRAME ASSEMBLY kANG 10ALL CORNERS TO GASKETAND/OR SEALANT•• ••USE • b • XT (lt • • •L-LEG FRAME FRAME EXTERIOR MITERED FRAME WITH INTERIOR EXTERIOR 1 �• • MITEIRED FRAME WITHIN-WRIOR • AND EXTERIOR FRAME WELDS 1�3 I • • AND ENTERIOI•FRAME WELDS • • (SHOWN) OR CORNER KEYS AT a (AOV*J) At CORNER K YS AT • • SCREW BOSSES. SEALANT AT ALL CORNERS h • • • • • • SCAt B(ZS . S@ALjrAT At CORNERS J�nJt 30 FJ�L • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO CHANGES THIS SHEET. LU-737 m_ Y p pp v O ara O o CO "4i � w d N CO � a� � J � Z 9 2 W U LU U_ LU Z 10rn ~ ¢ w IN OMO W c! o> i C7 Z Z o Z a o 0 O LL P g U O c p z Q o iaav5 ® Z U) pU) Ca O U) z oa5 O Z_ H X Q o � w O X W 0 e�e O 5 LL m d a�rl -�sa0 s-,as 0 \\11�11111Il1/// * �No. 58705 •: • I �` VSTOF 40 '//S///ONAU `�?` A. LYIJ IJI rNILI, P.E. P. E.# 58705 clonhk EMENOM MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/cconomy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade Co "y RER - Product Control Section to be used in Miami Dade County and other areas where -allowed by Ike Authority... � • Having Jurisdiction (AHJ). • • • This NOA shall not be valid after the expiration date stated below. The Miaffi VWde CoutAty•Product• • • • • Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Mimi' 17'dde County) reservi....: the right to have this product or material tested for quality assurance purposes. k this -product• orixateria1 • fails to perform in the accepted manner, the manufacturer will incur the expense of j �r h testing �A • •the AH* * • • may immediately revoke, modify, or suspend the use of such product or material •vf4bia their;yfisdictio4 ..... RER reserves the right to revoke this acceptance, if it is determined by Miami—Dac�-.rrp4wty Product Control Section that this product or material fails to meet the requirements of the applicabt&buZdxig code. . ...... This product is approved as described herein and has been designed to comply with *Jp Floti(fa•Buildin • P PP � � PY. , � g..... Code, including the High Velocity Hurricane Zone.- • • • • 0000 & • N: Series "CA-740" Outswing Aluminum Casement Window - APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets I through I 1 of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. T TING: Large and Small Missile Impact Resistan 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 shalt 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 Iiterature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA416-0629.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-06 . r7 Expiration Date: April 11, 2023 }��p 17 Approval Date: September 14, 2017 f Page l PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS •••• •••••• 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pe;Z*BC, TA&NZ-94 ...... 2) Large Missile Impact Test per FBC, TAS 2f)•144- • 3) Cyclic Wind Pressure Loading per FBC, TAYM-94 ."". • along with marked -up drawings and installation diagram of a -V; ,Sliding,gtE�s door,;,,• a PVC fixed window and an aluminum sliding glass door, usil-je..Kbdisp9d.!4S33 TP&.... spacer system, Duraseale spacer system, Super Spacer® NXTT4 spe,e er system and XL • EdgeTM spacer system at insulated glass, prepared by Fenestration Asting Lat%xator�,e • • • Inc., Test Reports No. FTL-8717, FTL-8968 and FTL:89?6; dated 1 1 /16/1 S - • •• 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Orteg3,P.r• (Submitted under previous NOA No. 16-0629.21) 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 a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.12-1218.09) C. CALCULATIONS L Anchor verification calculations and structural analysis, complying with FBC 6tn Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P , E. Product Contro Exam I NOA No. -0 4.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. . . .... ...... F. STATEMENTS ...... ... ...... 1. Statement letter of conformance, complying with FBC 511 Bdfrtien (2014).-and witb FBC 61h Edition (2017), dated August 29, 2017, issued by n;Jiidfacture*:jiDhed any ' sealed b Anthony Miller P.E. Y Y Y� ' 2. Statement letter of no financial interest, dated June 9, 2015, iF. l by rtia0Mturer,,,.... signed and sealed by Anthony Lynn Miller, P.E. ' 3. Proposal No. 16-0125 issued by the Product Control Section, dated 1%arch:ft 2016, signed by Ishaq Chanda, P.E. ' . . ...... 996* (Submitted un der previous NOA No. 16-0629.21) 00000 G. OTHERS 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16 and expiring on 04/11/18. Manuel P ez�P.E. Product Contro x iner NOA No.-0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E - 2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVRZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ. THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MLAMI-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, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 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, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113%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 FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. Glass Types Sheet # 1 5/18" Lami (118 An - .090" PVB - 118 An) 5 2 7116' Lami (3116 An - .090" SG - 3116 An) 6 3 7/16' Lami (3/16 HS - .090" SG - 3116 HS) 7 4 7/8" Lami. IG (1/8" An - 7/16" Air - 118" An - .090" PVB - 1/8" An) 5 5 7/8" Lami. IG (118" T - 7/16" Air - 1/8" An - .090' PVB - 1/8' An) 8 6 718" Lami. IG (3/16" An - 114" Air - 3116" An - .090" SG - 3/16" An) 9 7 7/8" Lami. IG (3/16" An - 1!4' Air- 3/16" HS -.090" SG - 3/16' HS) 7 8 7/8" Lami. IG (3/16" T - 114" Air - 3/16' An -OW" SG - 3/16" An) 9 9 7/8" Lami. IG (3116' T- 1/4" Air- 3/16" HS - .090" SG - 3116" HS) 7 'PVB'= TROSIFOL gVB BY KURARAY AMERICA, INC. 'SG"= SENTRYGLAS BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 37- WIDTH 25.476" MAX. O.C. IF WIDTH IS UNDER 33.476' (HEAD & SILL 4" MAX. B. SEE SHEET 2 i A 69' VISIBLE LIGHT HEIGHT (DLO) 4" MAX. J 30' VISIBLE OPENING fDLO) 5/16'LAMINATED —I GLASS STACK '— .090' TROSIFOL®PVB I M'ANNEALED BY KURARAY AMERCA, INC. GLASS 1/8" ANNEALED EXTEPoDR 39 GLASS 11/ G61 LASS BITE GLASS STACK f— . D90'SG•BY KURARAY 3/16' ANNEALED OR AMERICA, INC. iEATSTRENGTHENED GLASS 3/16' ANNEALED OR HEAT-S ENGTHENED EXTERIOR 38 GLASS a ----T(� n i l 11/16" GLASS BITE ._� 17-1/232 32 50 MAX. A, SEE O.C. GLASS TYPE 1 GLASS TYPES 2 & 3 SHEET 2 y �l 71W NOM. 7/e' NOM. 6'MAX. GLASS STACK 511W LAMINATED GLASS STACK 7116' LAMINA 0TED O.C. GLASS STACK GLASS STACK 118" ANNEALED GLASS 3/16' ANNEALED OR 7/16'AIRSPA .090•TROSIFOL®PVB 1WAIRSPACE t¢ATSTRENGTHENED GLASS USE ANCHOR BY KURARAY 3116'ANNEALED FD .090^ Be BY KURARAY " PNNEALED OR pMERICA,INC. PAIR AT EACH GAS AMERICA, INC. JAMB IF TEMPEREDGLASS 3/1V ANNEALED OR T HEIGHT IS 1/6. ANNEnLE° GLASS 26' OR OVER EXTERIOR 76' HEIGHT C 14-12' MAX. O.C. IF WIDTH IS 33.476' & OVER (HEAD & SILL) [ TYP. ELEVATION OF CASEMENT WINDOW CODES/STANDARDS USED: F-ANSVAF&PA LORIDA BUILDING CODE (FBC), 6TH EDITION LORIDA BUILDING CODE (FBC), 6TH EDITION E1300-04 NDS-2015 FOR WOOD CONSTRUCTION NUM DESIGN MANUAL, ADM-2015 100-12 6D-10 GENERAL NOTES .............................1 ELEVATION....................................... 1 GLAZING DETAILS ........................... 1 INSTALLATION ................................. 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ..................... 4 DESIGN PRESSURES ...................... 5-9 ASSEMBLY DETAILS/BOM.............. 10 EXTRUSIONS/SPACER.................... 11 EXTERJ®RHEATSTRENGTHENED EXTEPoOR 11/16' GLASS BITE I 11/16" GLASS BITE GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 71W NOM. GLASS STACK _ 7/16"LAMINATED GLASS STACK 3/18' ANNEALED OR EAT-S'rRENGTNENED GLASS 1/4' AIRSPACE .090' SG®BY KURARAY 3116' TEMPERED AMERICA, INC. GLASS 311W ANNEALED OR 38 HEATSTRENGTHENED EXTERIOR I GLASS 11/16" GLASS BITE ••: — No. 58705 * • • • • • S A OP •10-0 OWS TECHNOL•GY DRI•E �OeC '•.•F(OR\OP,.• \�J N.OVENIICE,•FLB42.5 • t) / \ • • 4GT INDI15TalEF�NC. • • / / 1 1 1 1 1 1 \ • • ALL RIGHTlMERV • A LYNN MILLER, P.E. GLASS TYPES 8 & 9 iA�Bly le: kevision� Ji05/25/17 UPDATED ANCHORAGE PER FBC 2017. ,iVQple: Revision• PRODUCT REVISED - romplymg with the FICKide Building Code Acccpfmce ND / - � r4.14- E By r: tia;2; Product GLAZING DETAILS I J ROSOWSKI 11f WINDOW DETAILS - LM & SM 08/08/12 1: • • Scole: Sheet: Drawing No, Rev: 740 NTS 1 OF 11 MD-CA740-LM C ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 ATTACHEDTO FRAMEJAMB EXTERIOR ATTACHED TO VENT JAMB WINDOW HEIGHT VISIBLE 14 LIGHT HEIGHT (DLO) ATTACHEDTO FRAME JAMB 4® ATTACHED TO VENTJAMB 38 39 EDGE DISTANCE EMBEDMENT t JAMB HARD- WARE INSTALLATION OPTION 2 CONCRETE/CMU INSTALLATION ANCHORS PER ANCHOR DIRECTLY INTO MASONRY. REQUIREMENT II TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET4. EDGE ° DISTANCE e EMBEDMENT BUCK HEIGHT TO FRAME JAMB OPTIONAL ADDON FLANGE @7 HEAD, SILL & JAMBS 1/4' MAX SHIM SEE DETALI Al. NOTES: BE 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-1/2- THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED BUCK WIDTH ATTACHED TO VENT SILL O O/ C BELOW OPERA- 82 82 � ATTACHED TO VENT SILT I� VISIBLE LIGHT WIDTH (L FOR SNUBBER REQUIREMENTS, SEE TABLE 4. SHEET 4. INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE JJE APPROVED LION, ALUMINUM, EL FRAMING OR STEEL STUD. WINDOW WIDTH EXTERIOR HORIZONTAL SECTION A -A 15 EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH - 13-12 NOTES: WIDTH. EGRESS HINGE: WINDOW WIDTH - 7-1/2 1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT- 6 COMBINATION UNITS, ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10' MAX. ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT-7 WINDOW FRAMES AT 10' MAX. F7�1� r._ I FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: DIRECTLY TO SUBSTRATE. WOOD BUCKS �— 10" MAX. I ll DEPICTED AS 2X ARE 1-12" THICK OR 1---� SEE DETAIL A2, BELOW GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION I IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114". 15 16 DETAIL DETAIL Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) F Window Width Anchw Type A I B. C & D 17' - 25.9- 1 0 > 28'+ 1 1 t- lai Window Halghl AnchoiType q I B, C & D 1T-25.9" 1 0 PRODUCT REVISED 21 Al A2 ss complying with the Florid. Building Code Ae /7-0614. A¢ B eo 1 1X WOOD 1s Ba BUCKSTRIP, SEE NOTE 2, 11 u u t 1 / e vi d ate: Revision: • JR • 05/25/17 NO CHANGES THIS SHEET. ,- 3q �^ \ i .\ NY LYN/y f. % O•..••"'.... •q/� �i 't •• \•\CENSF ''•• ( i • • • • • • • • THIS SHEET. Qom: ' :�� • • • (((fff •revild By: •ote: Revsion: TYP. ANCHOR TYPE, 1/4" MAX SHIM = *, : NO. 58705•• * _ • • • • • • • EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, °. SEE TABLE 3, SHEET 4. EMBEDMENT _ "9 :� !! %� '•, O ;.�= ® Descnp6on: CROSS SECTIONS & INSTALLATION Drown By: J ROSOWSKI ' �0,�'•, ST T� F TECHNOL GY DRfE Date: PER ANCHOR INSTALLATION REQUIREMENT • EDGE DISTANCE ° FtoRIDP.••' ��! ��FS•''•• R G ,� rr`,SI�ONAL.1�\�\ VENICE, FL•34215 • • (94L1 4aD�j0j � r`I• • • •CA�EMr4 WINDOW DETAILS - LM & SM 08/08/12 Seri /�+y� 1: Srole: �CAe74� Sheet: Orowgrg No. Rev: INSTALLATIONOPTIONANCHORS • • • •INougTRl6 wC.• • • ALL RIGH ERYED • THROUGH IX BUCKSTRIP VERTICAL SECTION B-B A. LYNN MILLER P.E. NTS 2 OF 11 MD-CA740-LM C CE T. OF AUTH. 29296 INTO MASONRY. P.E.45B705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CASEMENT (X) I / WINDOW �a HEIGHT WINDOW I WIDTH 740 SERIE4__. CASEMENT WINDOW n FOR SINGLE UNITS' 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED WNDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) iEE NOTE 7, THIS SHEET FIG 740 I i 40 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WINDROW 1 AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 2: 740 SERIES AWNING WINDOW D FRAME -� ASSEMBLY TUBE 10", SEE NOTE 7, D THIS SHEET \ 740 SERIES CASEMENT —� WINDOW E FRAME ASSEMBLY, �E TUBE \ 740 SERIES FIXED WINDOW* 'SEE PRODUCTS NOA FOR INSTALLATION SPECS 740 SERIES AWNING WINDOW MIN. # 12 X 1"SMS THROUGH INSTALLATION HOLES FRAME TdlASSEMBL Al TUBE MIN. # 12 X 1" SMS 740 SERIES THROUGH CASEMENT INSTALLATION WINDOW HOLES I—InFj FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY T40-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLYTUBE FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES FASTENED TO WINDOW, AS SHOW IN CASEMENT DETAILS, WITH MIN. #12 X 1- SHEET WINDOW METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. —ASSEMBLY 5) THE FRAME ASSEMBLY TUBE MAY TUBE NOT EXCEED 62- IN LENGTH (AS USED MIN. # 12 X IN A 63- FLANGED WINDOW) OR BE 1"SMS USED IN TEE OR CROSS THROUGH CONFIGURATIONS. INSTALLATION 6)THE FRAME ASSEMBLY TUBE IS HOLES NOT REQUIRED TO BE CLIPPED TO 740 SERIES / FRAME 740 SERIES THE SUBSTRATE. ALL EXTERIOR CASEMENT J EXTERIO�ASSEMBL� CASEMENT JOINTS TO BE SEALED BY INSTALLER. WINDOW TUBE WINDOW 740 SERIES 15 EXTERIOR EXTERIOR FIXED 7) FOR ALL COMBINATION UNITS, CASEMENT ADDITIONAL INSTALLATION ANCHORS HORIZONTAL SECTION C C WINDOWMAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE • • 0** • • • • • • • CENTERLINE. SEE TABLE BELOW: 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUNANCHOR GIOIJI•FR•M WL•3, SHE8# 4.• 2) FROM SHEETS 5-9. FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • • • • • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERIAL FR ISSEMY TUBI" OI'I"DE! I10 • PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED WNDOWANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS t♦ EDESIR THE HEM,.ILANAAMBS • YOUR WINDOW. • • • • • • •• • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME yITO THF•SU• BSTRA�BE Y QEQUIRED:5jr• • SHEET 2), AND THAT MIN. #12 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) F ,a Window Width Anchor Ty A B, C 8 D 17' - 25.9- 1 0 > 28"+IF 1 1 u. Window Height Anchor Type A B, C & D 17"- 25.9' 1 0 PROrAJCT REVISED as complying with tttc Florida Bui1d'eng Code q�,ErlMu No 1 - 0 14.14- list;irniicnDete 9y ^Oi- ;i eci J O W ZU (D a Q Q U) o J r U oz J LL p W m wv _O C7 ti C14 � 0 to 04 �O } J D u f- -6Z v o O v OD o O m W Z _ H Y Y > > > Q W O O .. W a Qg W O m* U < �U _ x o ALL =U p rn ® ONo a a 2U ¢IU 0zc$ a 00 �> d� 0 w o� U NY LYNN � �'��0. •1,\CENgF ����� . * No.58705 �� T�'•. PLORIOP''•G /ONAI E? ` 1I� 1`\t A. — AA MI�.LER. P.E. 000vv00000000000000000000000 moo�aon0000000000000000vv00000 m00000000000000vom000mvoomo vo :�m0000m000m000m000m000m000mo�ao mm000m000movom000m000monom000 mm000m000m000m000m000m000m000 �mm000m000�000mmoommoommoommoo mm000mmoommoommoo��oo�������� o«rvrcn��vyirvvv.wr-ter. .,«��,,,,,,,,•.�.,,.,.,,�",.,,,,.."..,,.,,.,,,,.,....,.n.�...,....,.. ,.. ....,.. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Group Anchor Substrate Min. Edge Distaree Min O.C. DIO'C' Mi . Embed—M Anctwr Plate Required? #12, steal SMS (GS) S. P►e, 5l8' 1' 1a18' No 60631;A1m. 3/8' 5W .063' A36 Steal 3/8" 5/8" .050' No AW3 Stud, Gr. 33 3/8' S/a' .045-, 20 Ga. No A #14. steel SMS (135) or #14, 410 SS SMS S. Pro Stir 1" 1_W No 6W3-T5Akan 3/8' 18' No A36 Steel 3/8" 5/8' .D50' No A653 Stud Gr. 33 3/8' 1 5/8' .045 20 Ga. No B 1/4' steel Utrecon 2.8% CUP 2-1? 4- al tale' No Hollow Block 1' 1 a- 1-1/4' No Hollow Block 2-1? S' 1-111 No 1/4' sal lJtrecan Hollow Block V 8' 1-114" Yea C Cretefiex 3.35k C—te i" 5' 1a/4' No Hollow Block 2-10 5' 1-114' No 112, steel SMS (G5) a #12, 410 SS SMS S. Pk. 518' 1" tale Yes 501 Akan. 3/8' 5/8' .071T Yes A36 Stsel 31W 518' .OST Yes A553 Stud. Gr. 33 3/8' 51F 1.04r, 15 Ga. Yes 014, steel SMS (G5) or#14,410SS SMS S. Pkw 5/e' 1'I talc Yes 6063-75 Akan. 31W 51W .0713' Yes A36 Steel 3/8" 518' .050' Yes A553 Stud or. 33 3/8- &W .045 18 Ga. Yes D 1l4' steel Uaracon 2.85k Concrete 1' 4' 1a14' Yea 2ASk Concrete 2.1? 4' 1a/8' Yes Hollow Block Filled Block 2-1? 2-1? 5' 4" 1-1/4' 1a/4' Yes Yea 1/4- 410 SS CreteFbx 3.35k Concrete 1' S' 1a/4' Yee 3.35k Concrete 2-1? 6' 1' Yee Hollow Block 2-1? 6' 1-1/4' Yea 5/16" steel UBracon 3.Sk Canorete 1-1/4' S' 1a14- No Follow Block 3-1/8' S' 1-1/4' No Filled Block 2-1/7 5' 1-314' No 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE, 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. Jamb Snubber Locations Glass Type: PVB SG (Types 1. 4 & 5) (Types 2, 3 & ") 63" Nore 12" max. from and Recitired each end & 3(r = less max O.C. 12' max. from63 12' max. 61xn rner each and & 30' each eM & 30" max O.C. max O.C. "PVB'= TROSIFOL® PVB BY KURARAY AMERICA, INC. 'SG"= SENTRYGLAS'2'BY KURARAY AMERICA, INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" HEAT -STRENGTHENED, LAMINATED GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE,-701-65 PSF DP REQUIRED CASEMENT ANCHORS: A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 11, A 34" X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF +70/-90 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. • • • D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. • • E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). Materiel Mln. Fy • Yin. F. Steel Screw 92 Ike) 120 ksi 410 Sc 90 ksi 110 ksl Eko UN.Con• 155 ksi 177 ksi 410 SS EI o QetsFlex• 127.4 ks 189.} SDS3-T5 AI=imm 16 k 22 kel A36 Steel 36 k 58 kale Gr. 33 Steel Stud 33 k 45 1 SAMPLE CONFIGURATIONS: NOT ALLOWED WITH FRAME ASSEMBLY TUBE 0r.-, 4" — 4" /�.7••L1.7 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • 10.6' • 4. . •3" + 13• • 34' • pROLWCr REVISED s re:nplymg with the Fkvide c Lama ^Code 1 o6W • 14 ,. ctytn cello i tis;riratxm. Date r'p r'ia.Ti D"..ae P=A'k�LIC � W J o U aU WEL o� � J z a LL .. C) D W r— N O cV O o Z W Q Z o Z 6) (n (yam r W O O ..O 'Ir U) O W OU o= W B Q �U Q ,m N•. 567pg '.� , :�ORIDp, •����� 7t0NAL A. LYNN MILLER, P.E. P.E.# 587D5 Design Pressure (psi) for Single Windows, AN Anchor Groups Window Width under 23" 25-15/16" 273/4" I 31r 33-1/2' 35" 3r under Zr +701-90 +70/-90 +70/40 +701.90 +70140 +701.90 +701-90 2515/16' +70/-90 +701s0 +7a-90 +70140 +70/40 +701-00 383/8' +7a40 +70/40 +70/40 +7aA0 +701-90 +70/40 +701-90 48' +7a40 +701-90 +70/40 +701-90 +70140 +7a30 +70/41 50-5/8' +70140 +70/-90 +7a40 +7a40 +70t40 +70/40 +701.89.2 so- +70140 +701-00 +70140 +70/-88.5 +701-00.6 +701-77-7 +701-74.3 63' +70/40 +701-90 *701-90 +701!4.3 +70/-76.5 +701-73.7 +701-70.1 72' +701-90 +7a-07.2 +7a-77.7 +60/-71.5 +60/- 624 +6(Y- 60.9 76" +7a-90 +701-84.6 +701-75.7 +/-07.3 +/- 58.9 +/- 57.2 +/- 55.6 84' +701-90 +701-80.4 +70d-71.3 +6W-62.1 +/-54.2 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) 'PVB-= TROSIFOLOPVB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. - .090" PVB - 1/8" AN) Design Pressure (psi) for Windows Attached to a Vertical Frame Assemby Tube DWindow Width under 23" 25-1SN8" 27-314" 30" 33117' 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A I B C I D A B C&D A B C&D A B C&D A I B C&D A B,C&D A B,C&D under 23' +701-90 1 +701-90 +701.90 +701-90 +701-90 +701-90 +7(Y-90 +701-90 +70/$0 +701790 +701-90 +701-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70V-9D +701-90 25.15116" +70/-90 +70/-90 +70/$0 +70/-90 +701-9D +701$0 +701-90 +70490 +70/$0 +701-90 +701-90 +70/$0 +70/-90 +70/-9D +701.90 +70/-90 +70/-90 +701-90 +701.90 +701-90 = 38.3/B' +701-90 +701-76.4 +701-90 +701-90 +70/$4.5 +701.90 +701-90 +70/-79 +701.90 +70/-90 +70/-73 +701-90 +701M +7a$1.8 +701-90 +701-90 +70/-78.3 +701-90 +701-74 +701-90 48" +7(Y-76.2 +/$1.1 +701-73.1 +701-90 +1-67.5 +70/4D +70/-9D +1-63.1 +70/A0 +701-W +/58.4 +713/$0 +701-90 +1-65.4 +70/$3.9 +701-90 +/$26 +70/-90 +/-59.2 +7a 90 50518" +701-723 +/-6TS +/-59.3 +701-90 +/-64 +701-0D +70f-9D +/59.9 +70/ 90 +701-90 +/55.4 +7(V-88.7 +70/-90 +/-62 +70/-79.5 +701-90 +/�.3 +701-90 +/-56.1 +70/-89.2 60" +/$1 +/-48.9 +/-W.5 +70/-90 +1-54 +7W-W.6 +7U-90 +150.5 +1 +701-90 +146.7 +70/-74.9 +70/-88.5 +/523 +1.67.1 +70/-80.3 +I50.1 +701-77.7 +147.4 +70/-74.3 63' +l-58.1 +/-06.5 +/-%.7 +70/-88.7 +151.5 1 +7(Y-825 I +701-90 1 +148.1 +701-77.1 1 +701-90 1 +/-44.5 +701-71.3 1 +701-84.3 +/-49.8 +/-63.9 1 +701-76.5 +/47.7 1 +701-73.7 +/-45.1 +70l-70.1 Design Pmmum (pe0 for Windows Attached to a Hm4ontel Frame Aseelnl* Tube Widthvelar HAnchor 23' 25-1&18' 273�4- 30' 33-1? 35' 37' Anchor Grwp Anehor Group Mchur G-P Anchor G-P GrWindowtdaw ow Anchor Cxoup Ancf-G-P All All All All A B C&D A 6 C&D AV+701-74.3 C&D ,W., 23' 2515/16- +701-90 +70/-90 +ro-00 +ro-00 +7a-90 +701-90 +701-90 +7a-90 +70/-90 +7of-90 +7667.6 + 1-9D +70/-00 +7a-00 +7a-00 +7a-90 +7a-03.8 +7a40 +7a-00 +ro-0D +7a-00 +7a-07.6 +ro-90 +ro-90 3B3/6' +7a-00 +70d-00 +70/-90 +70/S0 +7a-00 +701-90 +70/-00 +7a-0OD +7a4D +7a4D +7a-0B.8 +7a-00 4r ♦701-90 +7a.eD +701-90 +7a-00 +70/-W +7a-90 +7a-00 +7a-00 +Ta40 +701-00 +7U'-00 +701-90 5051r +701-20 +71Y-W +701-00 +7N-90 +7a-90 +7a-90 +7a-00 +7a4D +7a-8f1 +7a-90 +7a-09.2 +7a-09.2 so* +70d-W +7a-08.5 +7a.80.6 +70d-00.6 +70/-00.6 +7a-77.7 +70'-77.7 *701-77.7 +701-74.3 +701-74.3 ♦7N-90 +7a.84.3 +701-76.6 +701-76.5 +701-76.5 +701-73.7 +701-73.7 +701-73.7 +701-70.11 +7a-70A 72" W+7./-.90+701�80.4 2 +70/-77.7 +701-71.5 +6a-02.4 +W-62.4 +60'-02.4 +601-00.9 +mol-so 9 +Ba-00.9 +/-89.3 . +/59.3 7r .6 +7a-75.7 */-07.3 +/58.9 +/-0B.9 +/S69 +I57.2 +Ia7.2 +/57.2 +/4i5.6 +/b5.6 +/-06.6 84' .4 +7a-71.3 +..82.1 +/54.2 0-64,2 +/54.2 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WIND FRAME HEIGHT ASSEMBLY TUBE 10' MA%. ADDITIONAL ANCHOR (4). IF RED. ~i I WINDOW WIDTH SEE SNEE 15 1 & 4 FUH WINUUW ANUHUH LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX �t�-ANCIIOR SEMBLY jBE T WINDOW HEIGHT WINDDDITIONAL WIDTH (4), IF REQ. SE..FFFFFF������...SHE Ti 1 & 4 FOR WINDOW ANCHOR • • • • • • • • •LOTIQ� AND QUANTITIES. SEE SHEET • 0 • • �3 F R ! Y ADDITIONAL ANCHORS • • • • • • • • SQUIRED FOR THE FRAME • • • • • • *TUB. • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • PRODUCT' REVISED complying with the Fla nds building Code Acccplonce No -b 14.4- 8 .ira5on Date kiv i.as-,i cdc Product � LLJ J O V LU Z o` r J_ Q I.L. O W W .. `� h r � 0 H � N o � IZ O Ln vm 0 �Z C> o 0 Of) LLJ _Z a v z LU U O m* O a 20 uWj a it „W 6Q * No..58705 =�o. 6SAO. �44/ ; i � �'•.FC ORIDP`. �'� �� A.1L1N1.�1 MIL1 W PE, P.E.0 58705 Design Pressure (pso br Single Wsxbws, All Anchor Groups Window Width under 23" 25-15/16' 27-314' 1 30' 33-IZ 1 35' 1 37' under= +901-130 +901-130 •901-130 +9a-130 +901-130 +904130 +9a-130 25.1511 +90030 .901-130 +901-130 +90/-130 +901-130 +901-130 +90/430 38-31T +90/-130 +90/-130 +901-130 +90/-130 +9a-130 +901-130 +9a-130 48" +ga-130 +90/-130 +90/-130 +gW-130 +90f-130 +9a-130 +901-130 = 50-5/8' +901-130 .901-130 +9a-130 +901.130 +901-130 +W-130 +9a-130 60" +90/-130 +90/-130 +90/-130 +9a-130 +901-130 +9a-130 +9a-130 63' +9a-130 +901-130 +90t-13D +9a-130 +9a-130 +90/-130 +901-129.6 +9a-130 +9a-130 +9a-130 +W-130 +9a-129.1 401-122.5 +9a-113.8 [:j72' 8" +9W43D +9a-130 +ga-130 +9a-130 +901-124.1 +9a-116.7 +9a-1D7.8 84' +90030 +901-130 +901-130 +901-130 +9a-716.4 WINDOW HEIGHT SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES FOR GLASS TYPES: 2) 7/16e LAMI (3/16 AN - .090e SG - 3/16 AN) 'SG= SENTRYGLASPBY KURARAY AMERICA, INC. IAtlLt tl: Design Pressure (ps0 for Windows Attached to a Vertical Flame Assembly Tube Window Width m under 23' 25.15/16' 27.ir4" 30" 331/2' 35' 37" Anchor Group Anchor Getup AnchorGmup Anchor Group Anchor Gaup Anchor Group Anchor Group A B I C D A I B C&D A B C&D A B C D A B I C A B C D A B C D under 23" +7aJ0 +70/-90 +7a-90 +7a-90 +70190 +701-90 +70190 a701-90 +7a-90 +701-90 +701-90 +7a-90 +7a-9D +701-90 +7a-90 +701-90 +7aJ0 aA0 +70/-90 +701-M +70140 +7a-00 +701-W +7W-M +701-90 25-1 Sr18" +7a90 +7a-90 +7a4f0 +701-90 +7ab0 +7a-9D +7a90 +7a-80 +70/90 +7a-90 +70/90 +701-90 .7a-90 +7a-90 +70AW +70190 +7a-9D 01-90 +7a90 +7a-90 +7a90 +7a90 +70/90 +7a90 +7a-90 38-3/8" +7a-90 +7a.76.4 +701-90 +7a-90 +701-90 +7a-so +7a-90 +7a-90 +701-90 +701-90 +701-90 +7a.90 +7a-90 +701-90 +7a-W +70/40 +701 m-80 +7a�0 +7a-90 +7a30 a7ab0 +70/-90 +7a-0D +7a-90 x 48" +701-76.2 +181.1 +7a-73.1 +7a-90 +7a84.4 +701-90 +70/90 +7a-76.9 +701.90 +7a-80 +701.73 +7a-90 +701.90 +7a40 +7a-78.5 +7a-90 +70190 1�701+70/ -75.1 +701-90 +7a-90 +7a-90 +701-82.9 + 70/SO+701.90 +7aS050-5/8- +701-72.3 +/-57.9 +/-69.3 +701-90a7a80.1 +7a-80 +7a90 +7a-74.8 +701.90 +7a80 +/.M.2 +7a88.7 +7a-90 +7a-00 +701-74.4 +701-90 +7a-90 a-71.2 a7a-90 +7a-90 +70/-90 +7a-78.6 +70189.9 +7a-90 +7a8060, +1-61 +/48.9 +158.5 +7a-90+7a88.6 a7a90 +/831+7a81 +701-90 +/-SBA +7a-74.9 +70149.6 +7a40 +/-628 +7a83.9 +7a80.380.1 +7a80.2 +7a-90 +7a80 +186.3 +70/-75.9 +70190 +7a9063' +/88.1 +/-45.5 +/-55.7 +70/88.7 +/84.3 +7(/182.5 .70190 +/8D.1 +70/-77.7 +7a90 +/-55.6 +7a-71.3 +70185.3 +70190 +/59.8 +7a-79.9 +701-76557.2 +7a-78.4 +7a-90 +70/90 +183.1 +70%72,3 +7n/ +701 Design Pressure Oml) for VAdo-Attached to a HorfcanW Frame Assembly Tube Windor Width order 23' 2515116' 273'4' 30' 33-1/2' 35' 3T Anchor Group Anchor G-p Anchor Group Anchor Group Anchor Group Anchor Getup Anchor Gmup All All AN A9 A B C&D A I B C&D A 1 B C&D 7a90 701 +7a-90 +7a90 +7a90 +7a90 +7a-00 +7a40 +70190 +70190 +7087.8 +701-90 +7a9D +70190 +7a90 +7a90 +7a83.8 +701M +70190 +70190 +70/-90 +7a-87.6 +7a-79.2 +7a90 +M90 +7a-90 7a-90 .7a90 +7a9D +7a40 +70190 +TW-W +7a90 +70190 +7a90 +7a90 +7090 +7a90 +7a-90 7a90 +7a90 +7(y 0 +70190 +TW-DD +70190 +7a90 .7a90 +70190 +70d40 +70190 +701-90 +7a-90 7a-90 +701-90 +7a90 +7a40 +701-90 +7a90 +70140 +7a9D +7a90 +7a'-90 +7a-90 +70190 +701- 0 70190 9701-90 +701-90 +70d40 +701-90 +7a40 +7a90 +7a40 +7a-9D +70/-90 +7a90 +7a90 +7a90 +7a-90 7a-90 +m-w +7a-00 +7a-90 +7a- .7a90 +7a-90 +70190 +7a.90 +7a90 +7a40 +701-90 +7a-90 7a90 +7a90 +7a90 .701-. +7a40 +7a- +7a9D +7a90 +7a90 «7ad90 +7a90 +7a90 +7a-90 7a90 +7a90 +7a90 +7a90 +7a90 .7a90 +7a90 +7a-9D *7a90 +7a90 +70/90 +7a90 +701-90 +701-90 +Tor-90 +70140 +701-90 1 +701-90 +70/90 1 +70/90 NOTES: 1) SEESHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. I WINDOW FRAME HEIGHT ASSEMBLY TUBE 10' MAX. T ADDITIONAL I ANCHOR ~i (4), IF REQ. I t-�- WINDOW WIDTH SEE SHEETS 1 & 4 FUR WINUOW ANCHUH LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10- MAXXWIID�T-H�- SEMBLY j�BE i WINDOW HEIGHT DDITIONAL NCHOR (4). IF RED. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • PADDi?CT REViSEV - ns ,:ocaplring wi,h the FLmdd,3 F5•xideng Code n Aicepla6ce t?. rstiMs ItY tvt:umi ode?roduct,C9rpls5� ,.`� p Y LYIll * No. 58705 •: (7 �; S((/ S • .°coraDP.••'G��� / S10NA1 �? ` A. iGI+k'khILLER P.E. Design Pressure (pan for Single Windows, All Anchor Groups Window Width under 23" 25-15/16" 27-N4' 30" 33-1/2- 35" 37• under 23' +90f-130 +9a-130 +9 130 +90/-130 +90/.130 +90/-130 +9a-130 25-15✓16' +90-130 +901-130 +901-130 +9a-130 +got-136 +901-130 +901-130 3&3l8' +90-130 +91-130 +901-130 +9a-130 +90/-130 +9a-130 19a-130 m 48' +90(-130 +90-130 +90/-130 +90-130 +901-130 +901-130 +90-130 50-Ur +9a-130 +90-130 +901-130 +91-130 +90/-130 +901-130 +901-130 67 +9a-130 +9a-130 +901-130 +9a-130 +901-130 +9W-130 +8a-130 63' +9a-130 +9a-130 +901.130 +9a-130 +901-130 +901-130 +901-130 72 +M-130 +ga-130 +ga-301 +9a-130 r9a-130 +90/-130 +Ba-130 78' +9a-130 +9a-130 +9a_130 +g01-130 +90/•130 a9a-130 +901-130 84' +901-130 +Ba-130 +Ba-130 +9a-130 +901-130 FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SG - 3116 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) "SG-= SENTRYGLAS®BY KURARAY AMERICA, INC WINDOW HEIGHT F-I SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES I ABLE 12: Design Pressure (psl) for Windows Attached to a Venzal Frame Assembly Tube Window Width m under 23' 25.15/78" 27-3/4' 30 33112' 35 3T Anchor Gmup Anchor Group Anchor Gmup Anchor Group Anchor Group AnchcrGmup Anchor Group q I B C D A B C&D A B I C&D A B C D A B C 1 D A B C D A B C D under 23" +70/-90 1 +70/-90 +701.90 +70/-9D .70190 +701-90 +Ta90 +70190 +7a-90 +70A9D +701J0 +701-M +701-80 -70150 +70190 +701.90 +701-90 +70/-90 +70/-90 +70/90 +70140 +701-90 +70190 +70/-W +701-90 +70/-90 E 25-15116" 38-V8" +701-9D +70/-9D +701 +70/-76.4 +7a-90 +71V40 +701.90 +70/-W +7a-90 +701-90 +701-90 +701-90 +7a-90 +701-90 +701-90 .701-90 +7a-90 +70/40 +70190 +7a-90 +7aJ0 +70190 +70/40 +70/90 +701-90+7a•90 +70f-W +70j-90 +701.90 +70/-90 +70/-90 +701-90 +7a90 +70190 +7aJ0 +70/-90 +701-90 +701-90 +7a90 +70/90 +7a90 +701-904 0 +701-90 +701-90 +7a90 +700 +7a90 +70190 +701-90 +701-90 «70/-90 +701-90 41" +Ta-78.2 +/91.1 +70/-73.1 +7a-90 +70/94.4 +701-90 +70190 +701-78.9 +70/90 +70190 +701-73 +70/-90 +70190 +70/90 +7a-78.5 +70/-90 +70/90 +70/-90 +70/•75.1 +70/90 +70190 +70/-90 +701.82.9 +701-90 +701-90 +70/-90 505/e" +Ta-72.3 +/57.9 +/-69.3 +7a-90 +70190.1 +701-90 +70/90 +701-74.8 +70/90 +70190 +1992 +70/-88.7 +701-90 +70/90 +701-74.4 +70/90 +70/90 +70190 +70/-71.2 +70/90 +701-90,+7a-90 +70/-78.6 +70199.9 +701-90 +70/-90 6(r +/91 +/48.9 +/-58.5 +7a•80 +/97.5 +7a98.6 a7a90 +/93.1 +70l91 +7a90 +/58.4 +70/-74.g +7aA9.8 +7a90 +1.628 +70/-83.9 +7a-00.3 +70/-90 +/.60.1 +70/90.2 +701-90 +7a-90 +/96.3 +70/-75.9 +70140 +70/ 90 @3•• +1-58.1 1 +/48.5 1 .1.55.7 +70/98.7 +/-64.3 +701E25 +701-W +/90.1 +701-77.1 +70090 1 +/.55.6 +70/-71.3 +701-85.3 +70190 +/-59.8 +701-79.9 +701-7&5 +70190 1 +147.2 +701-76.4 +70190 +701.90 +/93.1 +70/-723 +70196.5 +70-DO Design Pressure (pst for Windows Attached to a Horizontal Fram Assembly Tube Window Width under 23' 25-15/16' 27-314' 30" 33-1/2' 35' 37' Anchor Group Anchor Gmup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All Atl All A B C&D A B C&D A B C&D under 23' +701-90 +7a90 +70/-90 +70/90 +701-90 +70147.6 +701-90 +701.90 +70163.8 +70/-90 +7a-90 +701-79.2 +7a-90 25-15116• +70t-90 +70/90 +7a-90 +7a90 +701-90 +701-90 +70/-90 +701-90 +701-eD +7a-90 +70/-67.6 +70190 +701-90 +70f-90 +70/90 +7a-90 +70/90 +7a-90 +701-90 +70/-90 +701-90 +70/-90 +7a-90 +7a-90 +70190 +7a-90 +70/-90 +70190 .701-90 +70/-90 +7a-90 +701-90 +701-90 +7aA0 +7a-W +7a90 +7a50 +7a90 +TaAO +701-90 +7a.90 +Ta-90 +7a90 +701-90 +701-90 +70/-90 +701 +70f +70t 90 +70190 +70/90 +70/ 90+7a-90 +7a9D +7a-90 +70190 +701.90 +70/90 +701-90 +701-90 +701-90 +70t-90 +7a-90 +7a90 +70/-90 E63* +7a90 +7a-90 +7a-90 +Ta90 +7a90 +70190 +701-90 +701-90 +7a40 +7a90 ++7a-90 +70/40 +7a90 .701-90 +701-90 +7a90 +70Z/ +7a-90 +701-90 +701-90 +7a'W +70190 +7a-90 +7a90 +70/40 +7a90 +7a90 +7a40 +70/40 Z+70/-90 +70/-90 +7a-90 +7a-90+70/-90 +7a-90 +7a-90 +7a40 +7a90 +70/90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY TUBE 1D' MAX. ADDITIONAL ANCHOR (4). IF RED. 1 • WINDOW �1 WIDTH f�-- • SEE SHEETS 1 & 4 FOR WINUOW ANL;MK LOCATIONS AND QUANTITIES. SEE SHEEP 3 FOR ANY ADDITIONAL ANCHORS • • REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX- ASSEMBLY TUBE T } '. WINDOW HEIGHT J- WINDOW WIDTH ADDITIONAL ANCHOR (4). IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY • • • • • • •TUNE. • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PRODUCT REVISED . c_p,,yj q with tlx Fbmida Building Cade ,A `4 Acc TAUa;ce No 1 'Db14- ' Expiration Dste -t.✓L� Bp l.Aiam, ode Product ai � J LU J LL! O IT Q U) zU Z _ o� H 0 O J U- ;D Q 0 z w IL LUC14 Q d f` H u o C0 O C,4 ti LO d CQ Z Z y 00 o°O vj in LLI >� d LLi O 0 Z g {` m Q7 vi (.9 4 _ LLI a Q a0 m0 U of o „ v Q o :����•'•L\CENSF ��C�� �/ * : No. 58705 ' 0 ZT-E? r(7- .• �� S ,10NAL E�G MVk�GA. P.E. Design Pressure (psi) br Single Windows, All Anchor Groups Window Width under23' 25-15116" 27,V4" 30" 33-1/2' 1 35' 37" under 23" +70190 +701-90 +701-90 +701-W +70190 +70190 +701-90 25-15116" +701-90 +70/-90 +70t-90 +70190 +70/90 +701-90 +70/-90 38-VW +7a-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +70/50 48" +70/90 +70/-W .701-90 +70/90 +70190 +70/90 +70190 50-518" +71Y-90 +70/90 +70/-90 +70190 +70190 +70190 +70190 60" +70/90 +70190 +70/90 +70190 +701-90 +70tA8.6 +701-84.6 63' +70190 +70/90 +70190 +70190 +701.87.2 +7a-84 +70/-79.9 72" +70190 +70190 +70'-08.5 +7a-01.5 +fi0l-70 +6a�9.4 +6a•67.6 76' +7a-90 +7a9D +7a•88.3 .7a-76.7 +Ba97.2 +fiOIFi,5.2 +6a93.3 84' +701-W +7a-90 +7a91.3 I+6DI-70 +fia$1.8 FOR GLASS TYPES: 5) 7/8" LAML IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) -PVB"= TROSIFOLOPVB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW k--- WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. r7usLc »: Design Pressure (psD for Windows Attached to a Vertical Frame Assembly Tube Window Widthunder m 23' 25-15/16' 27-3/4' 30" 33.1/2' 35" 37' or AnchGroup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B 1 C D A B I C&D A B C&D A B C D A B C D A B I C&D A B C&D under23" +701-90 +7a90 +701-9D +701-90 +701.90 +701.90 +701-90 +7a-90 +7019D +701-90 +70190 +7a-90 +7a-90 +701-90 +70190 +70/-90 +701-90 +70190 +701.90 +701-90 +70f-90 +70190 +701-90 +701-90 Ze 25-15/16" +701.90 +70190 +7111-90 +70/90 .701-90 +70190 +70/-90 +70/-90 +70190 +701.90 .701-90 +701.90 +70J90 +701-9D +701-90 +70/-9D +7a90 +701-90 +701-90 +70190 +70190 +70/-90 +70/9D +70/90 3B.3/8- +701.90 +7a-76.4 +7a-9D +70/90 +71X-84.5 +70190 +70/40 +70/a9 +70190 +70/-90 +701-73 +70t90 +70/-90 +70190 +701$1.e +70/-9D +70/90 +701-90 +70f-78.3 +701-90 +70190 +701-74 +T0190 +70190 1. +701.76.2 +/91.1 +70/-73.1 +70190 +/-67.5 +70190 +701-90 +/$3.1 +7a40 +7a-90 +/38.4 +7a-90 +70190 +701-90 +/95.4 +7a-03.9 +7a9D +701-90 +1-62.6 +7a-90 +701-90 +1-59.2 +Ta40 +70/90 SOWS' +701-72.3 +1-57.9 +/49.3 +7a9D +1$4 +701-90 +7a-90 +159.9 +70190 +70L90 +1a5.4 +701-88.7 +70?.90 +7019D +/a2 +70/49.5 +701-90 +70/-90 +/-59.3 +701-90 +7a90 +/56.1 .70149.9 +70/-90 60. +/-61 +/-48.9 +/.58.5 +701-90 +1-54 +701.88.6 +7D/-90 +/.50.5 +701-81 +701-90 +/-46.7 +701.74.9 +7a99.6 +701-90 +/-52.3 +/97.1 +7a-80.3 +7a-90 +/.50.1 +7a-80.2 +70/-88.6 +/47.4 +7a-75.9 +7a-04.6 63' +/-56.1 +/.46.5 a/95.7 +7a-88.7 +1-51.5 +70/92.5 .7a-90 +/d8.1 +7a-77.1 +701-90 H-44.5 +701-71.3 +7a-85.3 +7a90 +1-9.8 +/93.9 +7a-76.5 +7a-67.2 +1-47.7 +7a-76.4 +70/44 +1�5.1 +7a-72.3 +701-79.9 D.Ign Pressure (pap for W'cdows Attached to a Hod -tat Frame Assembly The Window Width order 23' 25-15116" ZI-3r4' 30• 33-1/2' 35' 37' Arohor Grasp Arohor Grasp Anchor Group Archon Group Anchor Group Anchor Group Anchor Group All All A9 All A 1 D C&D A B C&D A B C&D order Zr .701-90 ♦70190 +701-W +7019D +7a-90 +7(Vd7.8 +70190 +70140 +701$3.8 .701-90 +701-90 +7009.2 +70/90 25-15/10- +7019D +70/90 +71W-90 +7a90 +7a-90 +70(-90 +7a-90 a70190 +7a-90 +70190 +7a.67.6 +70f-90 +70/9D 3"8' +70f-0U +701-90 +7a-90 +701-90 +7a-90 .701-90 +70/-90 +70/-90 +70190 +701-90 +70/$8.8 +7a-9g +70190 q, 48' +70190 +70190 +701-90 +70/-90 +701.06 +7a-90 +701-90 +70190 +701-90 +701-90 +7a-90 +70/-90 +70(90 50-us. +70/90 +7a-90 .701-90 +70/-90 +7a-90 +7a-90 +Ta-90 +70/90 +70190 +70/-90 +7a99.8 +701-90 a0190 6T +701-00 +7(Y-901 +7a9D +70/-90 1 +70/-90 +701-90 +70/-90 +70j$8.6 +701$8.6 +701$8.6 +7a414.6 .701$4.6 +701$4.6 63' +7a-90 +70190 +70/-9D +7a-90 +7a972 +701$72 +70f$72 +701 +7a-04 +70194 +7(V-799 +71V-79.9 +701-79.9 77 .701-90 +701-90 ♦701$8.5 +7a$1.5 .fi0/-70 +601-70 +M-70 +601-69.4 +6a-64 +6a$9.4 +5a-67.6 +Ha$7.6 +BOI$7.fi 76' a7a90 r7a-80 +7a-88.3 r7a-76.7 +6a$7.2 +W.67.2 +6a$7.2 +W-e5.2 +W-CF2 +6a�.2 +fia$33 +6a$3.3 +Ba$3.3 84' +7a-90 +ia-so +M-81.3 +Ba-70 I*ea$1.8 +Ba$t.8 +60r$1.8 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY TUBE 10" MAX. ADDITIONAL ANCHOR (4), IF REQ. Y�- WINDOW WIDTH FRAME 10- MAXT�W�12DT-H�- ASEMBLY BE WINDOW HEIGHT I- DDITIONAL NCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • 0040 • • • • • • • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR • • • • • • • • • LOCATIONS AND QUANTITIES. SEE SHEET • • • • • • • • • • • • 3 FOR ANY ADDITIONAL ANCHORS • • • • • • • • REQUIRED FOR THE FRAME ASSEMBLY • • 000 • • • • • • • TUBE. • • • • • • • • • • • • • • 606 • • • • • • •00 ••• • • • • • • • • • • • • • • • • • PROly-c7 REWSs'27 as complying with ttne Florida - DerildLOs Fvde Axep:ance-Ob1A'.l4- Expirn D+ Mimni ,'RfiH+9�P -nrltrd. O V i- F- O LIJ Z o Q r n Q m O d W N CD r � 0 N O W 0o Q. �H M to 00 n Z O o O U Z (1) U o O O z W u U) U) W ` Q 10 m 0 a (q (Q SO � N O 0 I QW9 _ 8c °zWa SIR. S W Z ~>m a < w o� U t 111111 1// � 't •'' L\GENgF ( � * No.58705 0 •--ISATIr .•(v�` /., IONAL1411110, ` A. LYNN MILLER P.E. P.E.B 587D.5 Design Pressure (psU br Single Windows, All Anchor Groups Window Width order 23' 25-15/16" 27-3/4' 1 30' 33-1/2' 35' 3T under 23' +9a-130 +9a-13D +90/-130 +Ba-130 +901-130 +Da-130 +901-130 2515116' +Da-130 +9a-130 +9a-130 +901-130 +9a-130 +9a•130 +90/-130 38all" +9a-130 +9a-130 +901-130 +9a-130 +901-130 +9a•130 +90/-130 m 48" +9a-130 +9a-130 +90/-130 +9a-130 +9a-130 +901-130 +9a-130 50-5/6' +90/-130 +901-130 +901-130 +9a-130 +901-130 +9a-130 +W-130 g801 +9a-130 +W-130 +901-130 +9a-130 +9a-130 +Ba-130 r901-130 63' +90/430 +9a-130 +90/-130 +901-130 +901-130 +9a-130 a80/-130 72' +9a-130 +9a-130 +90/-130 +90/-130 +901-130 +9a-124.6 +901-115-7 78' +90/•130 +9a-130 +90/-130 +9a-130 +9p/-126.2 +9a-118.7 +90/-109.6 84• +gp/.130 +W-130 +9a-130 +9(V-130 +901-118.4 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SG"= SENTRYGLAS BY KURARAY AMERICA, INC. T- NDOW HEIGHT SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES Design Pressure (po for Windows Attached to a Vertical Frarne Assembly Tube W Mow Width m order 23' 25-15/16' 27-3/4' 30' 331/7 35" 3T Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A I B I C D A B C&D A B C&D A B C D A B C D A B C&D A B C D under 23' +70/90 +70/-90 +701-90 +701.90 +7aA) +70/-90 +7a +701-90 +7ad)0 +7a-00 +7a-90 +701.90 +7a-90 +7aA0 +7a630 +7a-90 +7a-90 +7a-90 +7a-90 +7a50 +7a-W +M-90 +70PW 01-90 +7a430 2515/18• +7ad30 +701-90 an/%W +701-90 +7as0 +70190 +701.90 +701-90 +7a-00 +701-90 +701-90 +701-90 +7a-90 +70190 +7a.90 +7a-90 -701-90 +7a-00 a701.90 +701-90 +7a-9D +70190 +701-90 a-90 +7a90 36-Wil" +701-90 +7a-76.4 +70/-A0 +70140 +7aSo +70/A0 +701.90 +701.90 +7a-00 +7a-90 +701-90 +701-90 +701-00 +7a-90 +7a-90 +7aAD +701-0 +7a-9D +Ta-90 +7a-00 +7a-90 +7a-90 7701-90 a-90 :+701-90 +- 48• +701-76.2 +/.61.1 +7a-73.1 +701- 0 +70/54.4 +70/90 +7a-90 +7a-76.9 +7a-00 +7a90 +7a-73 +701-90 +7a-90 +7a-9t1 +70/-78.5 +7aA0 a70/.90 +7aA0 +7aa5.1 +7a.90 +7a-9D +7a•82.9 +7a-9D 0/-W +7a-W P 505/8" +701-72.3 */-57.9 +/59.3 +70/90 +70/SOLI +70/-W +70190 +7a-74.B +7a90 +7a-90 +/59.2 +70/-88.7 a701-90 +7a-90 +7a-74.4 +7a-9D +7a-90 +7a-9D +7a-71.2 +7a-90 +7a&D +7a-78.6 +7a-09.9 +7a-90 a-90 +/58.4 +70/-74.9 +701-896 +701-90 +152.8 +7a53.9 +7a.80.3 +701-90 +150.1 +7a50.2 +7a90 +156.3 +7a-75.90/-W +7a-90 63' +/-56.1 +/-46.5 +/-55.7 +70/-M.7 +/.64.3 +7a52.5 +70/-90 +150.1 +70/-77.1 +701_W +155.6 +7a-71.3 +70/55.3 +7a-90 +158.6 +701-79.9 +7a-78,5 +7a-90 +1-57.2 +701.76.d +7a-90 +/53.1 +70/42.3 +7a$6.5 +7a-90 Design Pressure (Pt 1a, W.ndowe Attached to a H risordel Frame Assembly Tube Wldth RWindow 2S15I18' Z75/4' 30' 331/2 35' 3T Anchor Group Anchor Group Anchor Group Anchor Group Anchor Anchor Group All All All A B C&D A B C&D A B C&D under 23" 2515116' F+70/-go +70190 +701-90 4701-90 +70/90 +7a-90 +7a9D +7a9D +7a-9D +7a-87.5 +701-90 +7a90 +701-90 +7a-00 +7a-9) +7a13.8 +70190 +7a-9D +7a90 +7a90 +7a97.6 +7a-79.2 +7a-90 +70190 -70190 3S3/8" +7a-00 +701-90 +7a-90 +7a9D +7a-90 +701-90 +7a-00 +7a90 +701-90 +7a90 +7a-90 +7a90 = 48• s +701-00 +7a-90 +7ab0 +7a-OD +7a-90 +7a-00 +70190 +70190 +70'90 +70/-00 +70,LW +70190 50-5(8• +701-BO +70/-90 +701-90 .7(Y90 +701-00 +7a-90 +70190 +Togo +70190 +70/90 +701-90 +70190 60' +7a-90 +7a90 +7a90 +7a-90 +7a-90 +7a-00 +7a90 +7a90 +Togo +711- +7a90 +7a-90 +701-00 63' +701-90 +701-9D +70/-90 +701-00 +701-90 +70190 +70190 +70190 +7a90 +7a90 +7a90 +70/-90 +70190 T2" +7a•90 +7a w +7a90 +701-W +7a90 +70/ +7a90 +7a90 +7a90 +7a90 +7a90 +7a-90 +7a90 76' +7a-90 +7a.e0 a7a-eo +7a-90 +7a90 +7a-90 +7a90 a7a90 +7a90 +7a90 +7a9D +7a90 +7a90 1. +7a90 +7a-90 +70f90 +701-90 +70/90 +Togo +7a90 NOTES' 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFGURATI ONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY TUBE 0" MAX. ADDITIONAL ANCHOR (4). IF REQ. WINDOW �1 WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10-MAX. ASSEMBLY TUBE T } WINDOW HEIGHT WINDOW ADDITIONAL r� WIDTH ANCHOR (4), IF REQ. SEE SHEETS 1 It 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS RFf]EUIRF� fOR THE FRAME ASSEMBLY •• ••• • • • • l� E. • • • • • • • T • •• • • • • ••• •• •• ••• s• • • • •• • • • • • • • •• • • • • • • • • • • • • • • • Or • • ••• • • • ••• • ctrw c:+ro1R}^sIS with the Florida slate &11-OG/4•i14� ";i!aly#t4i}'o�n��D�[zi�au� j�-�j=a���✓L''S Food 66ructt C�Tffial � J LLI d -1 LLJ n Q zV a 0 ILL] Z 6� oa U) LL z u O LU d p ^ W 04 T) CO O O uf- N p NZ CO oCD oCD U Z U (Y U) Of a W O O Z mfn (0 oC� w oQ eO �O� U) �U o� „w d¢ 6 0 0 U h >� ® ¢ n c p m�� wz� �ga 0 0 o� c \1111111i1//// * ; No. 587D5 qq �; �O ••. S 4U T '•. w is G ` /ONAL A. LYNN MILLER, P.E. P.E.# 58705 Item Dwg. # Description Material 1 7002 Main Frame Head, Sill & Jamb 6063-T6 Alum, 2 7071 Anchor Plate 6W3 T6 Alum. 3 7003 Sash Top, Bottom &Side Rail B063-T6Alum. 4 7008 Frame Comer Key Steel 5 7009 Sash Comer Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187" x.275" Flex PVC 70 SO 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 1 7028 MaxlmDyad o erator, WWr_24" Steel 16 1 7027 IMaxim Dual Arm Operator, WW>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 OperatorSpacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track&Slider Dual Arm) Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/Washable HD), Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Lanni Bead B 6063-TB Alum 36 7042 Laml Bead C 6063-TB Alum. 37 7059 Lam! Bead D 6063-T6 Alum. 38 1224 Vinyl Bulb Wst (Thick) Flex PVC 70 39 1 1225 Vinyl Bulb Wst (Thin) Flex PVC 70 50 Dow 899Silicon Backbeddln 60 7006 Screen Frame 3105-1-114 Alum. 61 7040 Screen Corner Key Pcypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add -on Flange 6063-TOAIum. 71 7OD4 Frame Assy Tube W63-TB Alum. 80 #8-32x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1 1157 #8x 1/2" Ph. Pn. SMS Stainless Steel 82 #8x 5/8" FI. Ph. SMS Stainless Steel 93 #8x 7/8" FI. Ph. SMS Stainless Steel 84 #8 x 1" FI. Ph. TEK Stainless Steel 85 #8 x 1" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel 87 #10x 1/2" Ph. Pn./ TEK Stainless Steel 89 #10-24 x 9/I6" Ph. Pn. TYPE F Stainless Steel 90 1 1#12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTER AS REQUIRED PER TABLE 3, SHEET 4 t;tlll llr// A ?ON 10ENS, M����i _ * : Mo.58705 %�O •. ST F �11//'k,�ORIOP,.NG���� S T/ONAL Et A LYNN MILLER P.E. PFtl41]RS FRAME r`nDAIGDC • ••• • • • •• • • 1070 TECHNOLOGY DRIVE rl. WIVE FL 3427% • d(941) 460-1600 • • •PGT•IOUSTREMNC_ • • INTERIOR PRODUCT REVISED comrtyu.g with the FlI daii^..ing Co& A,«pt--Na/ -t )w4.1¢- Ex indiw Date e1, Miami de Product Control 4evised By: •tiR• Dote: • • 05/25/17 AL 0 Reraion: NO CHANGES THIS SHEET. Reed i emote: • • Revision: • • • • • • •• Description: Drown By: BOM AND CORNER VIEW J ROSOWSKI Tile: • • �CASEWN'T VI DOW DETAILS - LM & SM Dote: 08/08/12 Seri /M e7: • '.•CA-7•AO• tole: Sheet: 11 Growing No. MD-CA740-LM Rev: • NTS 10 OF C ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • SILICONE HOT -MELT BUTYL STRUCTURAL SILICONE STRUCTURAL 1/4„ NOM FOAM 3/16" NOM. POLYISOBUMENE WITH WITH DESICCANT DESICCANT EXT.GLASS EXT. GLASS INT. GLASS INT. GLASS KODISPACE Do 07 SUPER 4SG TPS SPACER®NXT- ALUMINUM EMENT POLYISO- NT FILL AREA BUTYLENE5116" NOM. SEBUTLICONE SEAL DESICROLL-FORMEDFSTAINLESS &5116"NOM. STEEL EXT.GLASEXT. FINT.GLASS GLASS ASS ,D2 DURASEAL® ,D3 XL EDGE'"' SPACER SPACER Part # Description Material 100 Kommeding 4SG TPS Spacer System 101 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet Materials 102 Quanex Duraseal Spacer 103 Cardinal XL Edge Spacer NOW 2.919" .439" 2.784" —1 OFRAME HEAD, SILL & JAMB #7002,6063-T6 �IyyI 1.356" 1 1" .095' 2 ANCHOR PLATE #7071,6063-T6 706" O50" 8" 7 35 BEAD B #7036, 6063-T6 _17z^ .870' .050" h— .569" 37 BEAD D #7059, 6063-T6 111uulll� �\\'��ONYCENSE M�CC'i * No. c5{8705 Q S TE �F�((y�� R(ORIOP,. 'GN S�ONAL 1�N A LYNN MILLER P.E. T�}^ �I 062' NOM. 1.15942.1..' 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T6 A .040' 1.000" 423' FIXED 60 SCREEN FRAME #7006,3105-1-114 .523"{� .050" —►f .865' FL� 36 BEAD C *7042,6063-T6 1.124' .125" 2.701" 062" 093' J 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 - 2.203' -� I 093' j 093' 70 ADDON FLANGE #134,6063-T6 PRODUCT REVISED as _Ipiying with the Fioride Building Code Accel�ta��c No ►7-o`t4.�4 Cxpirario Date �'� • • • • • • • • Rvyi-d �v: 4 • • • �ata. • • •0Cy25/17 • Revision: NO CHANGES THIS SHEET. gy Mi adc • • • • •IedEd te: • 1 Revison ® D--ip(ion: Drawn By: EXTRUSIONS & SPACERS J ROSOWSKI 1070 TECHNOLOGY DRIVE 0. VEt",•FL 342750 Lam: �iZsEMtNY 4114DOW DETAILS LM & SM Dofe: 08/08/12 � )46t-11�6o0* yaS • • - rieyModel: • • bole: Sheet' Drawing Na. Rev: • •GT I IES G. •-R1..1>;.E�E1�ED • • CA-74e• NTS 11 OF 11 MD-CA740-LM _ C C T. OF TH. 429 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• ••• •• ••