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WS-14-1485
Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: jt -q- Q F_ 103 JUL 112014 FBC 20)0 Permit No. Jj Master Permit No. d ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11- 3A U.` 013 -17 7 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fe`er Simple Titleholder): F 10 r i d 4 z L i V bet_ LL C. Phone#: Address: 1000 k) uq # 1 Sul City: H i State. F Tenant/Lessee Name: Email: 3313 CONTRACTOR: Company Name: Yam I G Lc� 5,!i *-W Phone#- Address:°, ySE i '75 k+f 1? City: r1 i IAJV State. FC- Zip: 3 5 (5 5 Qualifier Name: LL (0U e r QX() Phone#: State Certification or Registration #: 0( -1 (35 ® Certificate of Competency #: Contact Phone#: 3d 5 'ice' a I -,EA —Email Address: q DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 13,300.00 Square/Linear Footage of Work: Type of Work: ❑Addition Description of Work: _ ns ❑New ❑Repair/Replace ❑Demolition Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond Notary $ Training/Education Fee $ Technology Fee $ Doable Fee $ Structural Review $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) 0 Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absen of posted notice, the inspection will not be approved and a reinspection fee will be charged. /7 Signature x AL A Owner or Agent The foregoing instrument w=cowledged—before me thisday of Jy�� 20(4� 4k , who is personally known to me or who has produced D L P200 ` ?-F1- 0- /Oq-AOS identification and who did take an oath. NOTARY W�4 Print: 160vCL T My Commission Expi APPROVED BY OS * W COMMOM #FF 049177 EXfM- Dow6w 28, 2017 9a�i Thu 8u�d Nosy 9�vkes ci f Contractor p The foregoing instrument was acknowledged before me this - +j day ofJ c1 , 20 14, by kO-O � 6Uerrt�g'o who i perso ally known o me or who has produced as identification and who did take an oath. NOTARY PUBLIC• * W #FF04077 EMAES: Dem 2t 2117 l ThMW 1' Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Detail by Entity Name Page 1 of 2 it by Entity Name LORIDA LIVE OAK, LLC ilina Information ment Number IN Number Filed L14000076377 NONE 05/05/2014 FL ACTIVE 000 VENETIAN WAY UNIT #1304 IIAMI, FL 33139 000 VENETIAN WAY UNIT #1304 IIAMI, FL 33139 'ECK, STEPHEN G 000 VENETIAN WAY UNIT #1304 IIAMI, FL 33139 & Address AMGR 'ECK, STEPHEN G 000 VENETIAN WAY UNIT #1304 IIAMI, FL 33139 AMBR iREENMAN, DAVID 011 N. BAYSHORE DR. #3 IIAMI, FL 33137 nual No Annual Reports Filed es htti):Hsearch.sunbiz.org/Inauiry/Comorat.ion Search/SearchR esultDe,t,qi 1 /FntitvName./fl a1-11 6/17/7014 ® Certificate of Liability Insurance DADD/7/812014 F7/8/24 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Ileu of such endorsement(s). PRODUCER Progressive Employer Insurance Agency, Inc. 6407 Parkland Drive Sarasota, FL 34243 contact Name 888-925-2990FAX No. Ext : ac. No.: L-Mruc. ADDRESS carts@progressiveemployer.com INSURER(S) AFFORDING COVERAGE NAIC # GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE r-1 OCCUR Insurer A: Guarantee Insurance Company 11398 INSURED Insurer A: Safety National (A) Progressive Employer Management Company, Inc. 6407 Parkland Drive Sarasota, FL 34243 Insurer A: Arch Re U.S. (A+) Insurer A: Alterra Bermuda (A) Insurer E: PERSONAL &ADV INJURY $ Insurer F: GEN'LAGGREGATE LIMIT APPLIES PER: POLICY F1 PRO LOC GVVtKALiEb CERTIFICATE NUMBER- 0000040244 REVISION NLIMRER! THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDISUBF Authored Representative POLICY NUMBER POLICY EFF POLICY EXP LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE r-1 OCCUR EACH OCCURRENCE DAMAGE TO RENTED $ PREMISES Ea occurrence MED EXP (Any one person) $ PERSONAL &ADV INJURY $ GENERALAGGREGATE $ GEN'LAGGREGATE LIMIT APPLIES PER: POLICY F1 PRO LOC PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY AUTO OWNED SCHEDULED OSAUTOS EIRD AUTOS NON -OWNED AUTOS COMBINED SINLGE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTYDAMAGE $ UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE 1 EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION$ $ A WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY Y ANY PROPRIETOR/PARTNER/EXECUTIVE OFFlCER/MEMBER EXCLUDED? u (MANDATORY IN NH) If yes, describe und DESCRIPTION OF OPERATIONS below er D N/A WCP5W000301GIC 09/29/2013 091292014 WCSTADU OTH- X $ EL EACH ACCIDENT $1,000,000 E.L. DISEASE - EA ACCIDENT $1,000,000 E.L.DISEASE - POUCY LIMIT $110009000 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Coverage is extended to leased employees, but not subcontractors of Yamill Glass & Window Inc Location coverage effective date: 09/29/2013 License # 97BS00324 CERTIFICATE HOLDER CANCELLATION Fax: Miami Shores Village g SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 Northeast 2nd Avenue Authored Representative Miami, FL 33138 V TBUtl-GUTU AGuMu c:unrunA I wrv. wI ngnm reserves. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD APPROVED ZONING DEPT JUL I 12014 WIND CALCULATIONS INSTALLER: YAMILL GLASS & WINDOWS 4806 S.W. 75TH AVENUE MIAMI, FLORIDA 33155 PHONE: (305) 826-2121 :� PROJECT: IMPACT WINDOW/ DOOR INSTALLATION AT: 114 N.E. 103RD STREET MIAMI SHORES, FLORIDA MIAMI-DADE COUNTY ®LDG DEPT St 1R,1FCT TO COMPLIANCE VVITfi ALL FEDERAL, STATF AND COUNTY RULES AND REGULATIONS ------------ "LOS M. PEA , P.E. S " CIP UR&,t 6INEERO:- F :.;P..E*- 1 "YOUR ON - CALL NG;, Ep�`�—R ''5 COMPANY" 93�,�a30utl�° 9420 S.W. 112Th STREET, MIAMi, F10RidA 3 31 76 TEI: (786) 242-1720 - Fu: (786) 242-4399 STRUCTURAL ENGINEERING CONSULTANTS. 'NC 9420 S.W. 1 12TH STREET MIAMI, FLORIDA 3 3' b TEi f786) 242.1 720 • FAX 78b' 242.4399 w: DESIGN CALCULATIONS .0 oc ah (o(p�� PSF "RO.iEC' l NG Iu SHEET NO. Z OF DATE TLT--- Cote A 5 C R -10 vii Nr) Vewc7 = V�5 M p H EXPOS,iRE GR ;cl+ = C, Px 5 K Clo-rE(: Ro =-M K< = 1.®v - K-lt= 1.00 VELoc 7 PREs5.F-;KPoSvaCoCr.CK�,)= 0`�� C *:Ro+m -rA"3o,3-1) pwf 51 -of -1 /12, . rreqOO4 Rte' KI($wr (),,I� zt��-%'► q (CvRNGi D151ANCE JU 5� , o,-0.4 x13�4I� W-5 ter) i St >a z '� MJF • � 2,. JyP�tl�471 .. 0-18 Gcf 1.6 v SG P.s P.qW �%�NEUALCW ' cKrr �� =- f ?-ON 5O 10 —I.� bG� 0414 -�Z-0 3 s p.S:aLL I (o 3,1 ps F I i Village of Miami Shores Building Department Miami -Dade County, Florida Contractor: Yamill Glass & Windows Job: Impact Window / Door Installation at: 114 N.E. 103rd Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: June 26, 2014 We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 47.1 psf Negative Design Pressure (Zone 4): 51.1 psf Positive Design Pressure (Zone 5): 47.1 psf Negative Design Pressure (Zone 5): 63.1 psf DOORS: Positive Design Pressure (Zone 4): 45.0 ptf Negative Design Pressure (Zone 4): 49.Opsf Positive Design Pressure (Zone 5): 45.0 psf Negative Design Pressure (Zone 5): 58.9 psf NOTE: "Zone 5"pressures are applicable to openings that are within 4'- 4" of building corners - Refer to calculations The above stated design pressures have been determined in accordance with ASCE 7-10 based on the following criteria: * Risk Category: II • Exposure Category: C * Building Mean Roof Height: 13'-6" • Basic Wind Speed: 175 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you should ripen to/,ave any questions or concerns regarding this or any other matter, please do not hesitate to contact us. / q, Sincerely,-. STRUC G CONSULTANTS, INC. (E.B.#: 007781) Carlos 'f erezSJ�E txuctu Etigineer FL. P . ;,°4844 t �, eiii"',Y-61JR ON-CALL ENGINEERING COMPANY" 9420 S.W. I 1 2Th STREET, MIAMI, FloRida 33 176 TEL (786) 242.1 720 - Fax: (786) 242.4399 • JOB NAME: RESIDENCE 114 NE 103RD ST MIAMI SHORES . FL INC. P. E. No. 5 2 7 2014 U. I (1GRESS) EXISTING STEEL COLUMN(BY OTHERS) BEDROOM O BATH LEFT O BATH O BEDROOM /-A (EGRESS) 0 <—G) FAM[I,YROOM LIVING 0 5'-5" REAR /l -p\ \Lj KITCHEN DINING NOT PART OF THIS PERMIT (VENTILATION) NOT PART OF I THIS PERMIT RIGHT GARAGE NOT PART OF THIS PERMIT (VENTILATION) N lqt NOT PART OF THIS PERMIT O EXISTING O gSTEEL Col NOT PART OF THIS PERMIT FRONT AL+ NOTE: MEAN ROOF HEIGHT: 13'- 6" ROOF TYPE: 4:12 GROUND FLOOR PLAN Ti tiP P.E. N '2 7 14 DATE: 06/27/14 SCALE: 3/16"= 11 DWG. BY: M.R.Z. JOB #: 06-2014 1 of 5 wz a� M 0 = u 0 0 DATE: 06/27/14 SCALE: 3/16"= 11 DWG. BY: M.R.Z. JOB #: 06-2014 1 of 5 NOTE 1: WINDOW FRAMESWULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNfPS NOTICE OF ACCEFTANCB-REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER R OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WAD FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SELL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. EXiSMGS17EL COLUMN(BY OTHERS) I"X4"X118"X76" MIM ,I 'Ail11011 )��I .00 0 j AN � �FA •� il 11NO= 'A' 53" X 50-518" (OX) HR 710" ALUMINUM HORIZONTAL SLIDING WA DOW-LM1 N.O.A.: 11.1114.04 ZONE 4:+47.1-51.1 GLAZING 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 118" ANN. GLASS .090 DUPONT BUTACTTE OR SAFLEX KEEISAFE INTERIOR LITE: 118" ANN. CLASS T 74' X 50.5/8" (OX) " HR -710" ALUMINUM HORIZONTAL SLIDING WImOW-L.M I. N.O.A.:11-1114.04 ZONE 5:+47,1-63.1 GLA23NQ 5/16" LAMINATED IMPACT RESISTANT CLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACTTE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. ANTERIOR LITE: 118' ANN. CLASS L- "D" M.O. 110" X 76" (2) 26" X 76" (X)(LATERAIS) SERIES CA- 740 ALUMINUM CASEMENT WINDOW- I.M.I. N.O.A.: 12-1218.09 ZONE 5: + 47.1- 63.1 GLAZING 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE: 118" ANN. GLASS (1) 58" X 76" (0)(FD®x(E1TER) SERIES CA 740 ALUMINUM FIXED CASEMENT WINDOW I.M.I. N.O.A.:12-1218.11 ZONE 5:+ 47.1-63.1 CLAZING 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR L M: 3/16" ANN.GLASS .090 DUPONT SOP INTERLAYER INTERIOR LITE: 3/16" ANN. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING I" X 4'X 118" X 76" ALUMINUM TUBE MULLION BY PGT. N.O.A.: 13-0815.05. i n`1r i JUN a W U A en �5 w °x e N, u, �; U 06117/14 o a 3/16" = T i n`1r i JUN e N, u, �; DATE: 06117/14 SCALE: 3/16" = T ;r S i t� i �J '" �'�` DWG. BY: MAU. JOB #• 06-2014 - 2 of J °;Art .. . • �'; NOTE 1: WINDOW PRAMES/Mi1LLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEFTANCE-RSFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL NO A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF TEE PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE": BEAMS C .) SHALL BE Dgmmm BY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE ITNUSHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. :•• i s � as T-5" NOT PART OF THIS PERMIT C (VENTILATION) RIGHT ELEVATION "Bl" 37'X50 -S/8" (OX) " HR -7I0" ALUMINUM HORIZONTAL SLMWG WDMW-L.M.L N.O.A.:11-1114.04 ZONE 5:+47.1.63.1 GLAZM 3/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLTTE: I/8"ANN. GLASS 090 DUPONT BUTACTTE OR SAFLEX KEEPSAPE MAXLMUMINTERLAYER INTERIOR LTTE: t/8" ANN. GLASS NOT PART OF THIS PERMIT 'C' 19' X 76" (0)(FIXED) SERIES CA- 740 ALUMINUM FIXED CASEMENT WINDOW- L.ML N.O.A.: 12-1218.11 ZONES: +47.1-63.1 GLAZING: 5/16LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE: 1/8" ANN.GLASS 090 DUPONT BUTACITE PVE INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS DATE: 06127/14 SCALE: 3/16"= 1' DWG. BY: M.RZ. JOB #: 06-2014 3 of 5 W M � x Q O Q a �a DATE: 06127/14 SCALE: 3/16"= 1' DWG. BY: M.RZ. JOB #: 06-2014 3 of 5 NOTE 1: WINDOW FRAMMNIILLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS COLS.) SHALL BE DESIGINEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE (LAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44' ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FDILD DIM ENSIONS PRIOR TO FABRICATION. E aFMOSTIEL COLUM9N(BY OTHERS) CO .7 NOT PART OF J p THIS PERMIT vAl� (VEINTILATIOM -P 74' X 50-5/8" (OX) ' HR 710"ALUMINUM HORIZONTAL SLBNNO WINIOW4-M.L N.O.A.:11-1114.04 ZONE 5:+47.1.63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT CLASS EXTERIORLTTE: IB' ANN. CLASS 090 DUPONT BUTACITE OR SAFLEX REEPSAFE MAXIMUM INTERLAYER INTERIOR LITE. IB' ANN. CLASS 'CI" 3i X 81-1/2' (NOMINAL) SERIFS 300 OUISWING ALUMINUM ENTRANCE DOOR - LARGEMISSILEIMPACT. N.O.A. 1"123.02 ZONE 4: +45.0 -49.0 CLAZINI(k S/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE: I/8" H.S.(LASS .090 BUTACITE PVB BY DUPONT INTERLAYER. INTERIOR LITE; U8" H.S.GLASS ELEVATION 'E' 53' X 38-38" (OX) " HR -710" ALUMINUM HORIZONTAL SLIDING WIlNDOW-L.MLL N.O.A.:11-1114.04 ZONE 4:+47.1.51.1 GLAZiNiCk. 5/16" LAMINATED IMPACT RESISTANT CLASS EXTERIOR LITE: iB" ANN. CLASS .090 DUPONT BUTACTTE OR SAFLEX REEPSAFE MAXIMUM INTERLAYER INTERIOR LTTE:1/8" ANN. GLASS 'F' 74" X 63" (OX) "H&710" ALUM I NUM HORIZONTAL SLIDING WI NDOW-LLMC N.OA.:11-1114.04 ZONE 4:+47.1-51.1 CLAZINCk 5/16' LAMINATED IMPACT RESISTANT CLASS EXTERIOR LITE: IAL" ANN. CLASS .090 DUPONT BUTACTTE OR SAFLEX REEEPSSAFE MAXII4UMINTERLAYER. I TERIOR LTTE: 1/8' ANN. CLASS --._-, N.E. F.C. N,.,. 5�4.,L�4 DAM 06/27/14 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #: 06-2014 4 of 5 U W x Lri e�• a o a DAM 06/27/14 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #: 06-2014 4 of 5 NOTE 1: V ADOW FRAMIMMILLSON ANCHORAGE TO MAIN STRUCTURE SHALL. BE IN STRICT ACCORDANCE WITH THE UNTI"S NOTICE OF ACCEPTAM"EFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT ALL OTHER OPEN WGS ARE NOT PART OF TBS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESLS1M SYSTEM OF THE SfRUCTURE(LE: BEAMS,COLUh09UqtAMKG,ETC.) SHALL BE DESK -MI)BY OTHERS TO wRHSTAND THE LOADS POSED BY TBE GLAZING. NO CALCULATIONS HAVE BEEN PERFOR1MD TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SRI. HEIGHT NOT TO EXCEED 44' ABOVE THE FINWIEDFLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRWATTON. EXISTINOSTffi. COLUMN(BY OTHERS) O o— BLUDING CONTINUES EXSTINO STEEL. COLUMN(BY OTHERS) 0 I ELEVATION A -A 'C' 19' X 76' (0)(FD®) SERIES CA- 740 ALUMINUM FDIED CASEMENT VANDOW- LALL N.O.A.:12-1218.11 ZONES:+47.1-63.1 GLAZING: 5116" LAMINATED IMPACT RESISTANT CLASS EXTERIOR LITE: I/8' ANNGLASS 090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LrM.' I/8" ANN. GLASS LEFT ELEVATION "r 74" X 50-5/8' (OX) " HR -71 0* ALUMINUM HORIZONTAL SLIDING WINDOW-LM.L N.O.A.:11-1114.04 ZONE 5:+47.1-63.1 M AZINO: 5/16" LAMINATED DRACT RESISTANT OLASS EXTERIORL118:118' ANN. GLASS .090 DUPONT BUTACTTE OR SAFLHR KBEPSAFE MAXIML M INTERLAYER. INTERIOR L1TE:1B' ANN GLASS "B' 37" X 3O -S/8" (OX) " HR 710' ALUMINUM HORIZONTAL SLIKNO WEA DOW4L 141 NO.A.:11-1114.04 ZONE 4:+47.1-51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LTTE: US' ANN, GLASS 090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM IN[ERLAYER INTESIORLl'TE LW ANN GLASS 'H' 37" X 38-3/8" (OX) "HIR -710" ALUMINUMHORIZONTAL SLIANGwINDow-L.Ml N.O.A.:11-1114.04 ZONE 4: +47.1- 51.1 GLAZING: 5/16" LAMINATED IMPACT RESWANT GLASS EXTERIOR LITE: IN ANN. GLASS .090 DUPONT BUTACTTE OR Sam KI PSAFE MAXIMUMITTERLAYER. 1N1Ii1RIOR LITE: 1/8' ANN. GLASS 'Te L4MF T-4. =844 iF A 5541 i' 22 7 209 ell ° F DATE: 06/27/14 SCALE: 3/16"= 11 DWG. BY: M.R.Z. JOB #: 06-2014 5 of 5 W U z � � � � O � ..r O � DATE: 06/27/14 SCALE: 3/16"= 11 DWG. BY: M.R.Z. JOB #: 06-2014 5 of 5 - SY --, i JUL 112014 MlAM - AD OUNTX, FLORIDA DEPARTMENTw I �i = _— - _._�= M R0' SECTION OF PERMI ,ENVIRONMENT, AND REGUL ATOCStreet, Room 208 AFFAIRS (PERA) rida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION (786)315-2509 NOTICE OF ACCEPTANCE (NOA) ade.nov/nera/ PGT industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in area other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label withthe manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. art iCnDaoa t g IV Expiration Date: December 21, 2016 ' Approval Date: Febru 16 2012 lip my Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. K.�..:.a (Submitted under NOA Is No.'s 07--0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/1712011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS I. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. - FTL--5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 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, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC; TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 241' 1 3.2.1, TAS 202 94 and -per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. PTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06--0405.06) Jaime D. Gasco P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS L Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for .their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on .12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013.. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted render previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NDA No. 07-0815.09) .iaime D. Gaseon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB TTE F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTI -4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submilled under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to POT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. Jaime ➢. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 21, 2016 Approval bate: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 6116" LAN CONSISTING OF (2) LITE$ OF 1/8' ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 818' LAMI CONSISTING.OF (1) LITE OF 118° ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A.000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER C. 8116' LAMI CONSISTING OF (2) LITES OF 118° HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PV13 INTERLAYER D. 7/16' LAMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716° LANG CONSISTING OF (1) LITE OF 3110' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER F. 7/18' LAMI CONSISTING OF (2) LITES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .= DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16' LAMI IG: (1) LITE OF V8' OR 3/18" ANNEALED (MIN.) GLASS, 6/16" OR 318° AIR SPACE AND 6/16' LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER H.13/10' LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 0/16" OR 318" AIR SPACEAND 6118' LAM! CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXiKEEPSAFE MAXIMUM PVB INTERLAYER 1.13116" LAMI ICS (1) LITE OF 11W OR 3/16' ANNEALED (MIN.) GLASS, 6110' OR 3B" AIR SPACE AND BMW LAM[ CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS NTH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PWB INTERLAYER J.13/10' LAMI IG: (1) LITE OF 1/B" OR 3110" ANNEALED (MIN.}GLASS, 3MW OR 1/4" AIR SPACE AND 7/10' LAMS CONSISTING OF (2) UTES OF 3118' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PV13 INTERLAYER K. 13/18" LAN IG: (1) LITE OF 1/8' OR 3118" ANNEALED (MIN.) GLASS, 3116" OR 114' AIR SPACE AND 718' LAMI CONSISTING OF (1) LITE OF 3118' ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN OW DUPONT 13UTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER L.13116' LAMI IG: (1) LITE OF 118' OR 3/18" ANNEALED (MIN.) GLASS, 3/18' OR 114" AIR SPACE AND 7118' LAMI CONSISTING OF (2) UTES OF 3110" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: tlX XO. XOX 3. DESIGN PRESSURES'. (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-M B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 8. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-48M AND FTL4=. ELCO TEXTRON NOA: 04-0721.01, 030225.08 ANSI/AF&PA NDS -2008 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH4 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. a TECtrtaoL M ORM NOKOWS. FL 34M P.O. SQK 1528 PIOKO2S8, FL 54274 mto I NTS 1 1 -11 1 4127-10 NOA DRAWING MAP SHEET GENERAL NOTES..__.._ I GLAZING DETAILS...:._.... 2 DESIGN PRESSURES... -3 ELEVATIONS ..._.._.... ._.... 4 VERT. SECTIONS ............. 8 HORIZ. SECTIONS.».......» 5 PARTS LIST ......... ............ 8 EXTRUSIONS .................... 7 CORNER DETAIL............. 6 ANCHORAGE„„.......„..._. 8.11 RBV181D a a0[1 do Florida N .I LYNN:iLju is No. 58705 '.O� u• sT 1 �to-: P.EB 88708 c] EXTERIOR INTERIOR GLASSBITE 66 GLASS BITE (ALL SECTIONS) 60,61,62 51 83,84,65 U8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVS INTERLAYER 1/8 ANNEALED OR HEAT STRENGTHENED GLAD 5/18• NOM. 5/16" LAMINATED GLASS 112° NOM. GLASS BITE 66,67,68,69,70,71 �� 118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 918 ANNEALED OR HEAT STRENGTHENED GLASS 5118 LAMINATED 5118 OR 318 AOR SPACE 1f° OR 3/18 ANNEALED OR TEMPERED GLASS 13118 NOM. 13/16" LAMI IG GLASS W/ 6/16" LAW 3118" ANNEALED OR HEAT STRENGTHENED GLASS 690 SOLUTIA OR DUPONT PVB INTERLAYER 3118 ANNEALED OR HEAT STRENGTHENED GLASS 7118 LAMINATED 7116" LAMINATED GLASS 112° NOM. GLASS BITE "72,73,74,75,76,77 3118 ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3118 ANNEALED OR HEAT STRENGTHENED GLASS 7118 LAMINATED 3118 OR 1/4• AIRSPACE 1B' or 3118 ANNEALED OR TEMPERED GLASS Qp 13118 NOM. 13118" LAMI IG GLASS W/ 7/16" LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. PA. eqx tem NOI(OMIB, PL30274 mato IFUI112 -111 4127-10 ascompbft om.ths BWtdh*Aucummw fid. LYNN 4j, * ; Np. 58705 •� s urg �i0,i0'' SS/ONAL��� 0. Luka P.E P5.988706 TABLE 1. XOX (1/4,1!2,114) FLANGE OR INTEGRAL'FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLOARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 36 318" 48" 50 fife" 54" 60" 63" FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G- LSHALL HAVE A TEMPERED I.G. GLASS A AND " ORE �' QUANTITY REMAIN 84" A,B,G,H +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 9" A B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8. +56.2 -56.2 1063!8" A,B,G,H +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -6D.0 +55.2 -55.2 +52.3 -52.3 1o" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +80.0 1 -60.0 1 +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 --60.0 +59.5 759.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C, t +60.0 -60.0 UPT0111" D,E,F, J K,L +75.0 -75.0 UNCHANGED. TABLE 2. XOX (113,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT ALL HEIGHTS UP TO 63" WIDTH TYPE TO 86 7116" A'B'C' G'KI TO 88 7116" D,E,F, J KL +75.0 75.0 TABLET OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W1 SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW WIRTN TYPE 26" 36" 48" 68 54" 80" Sr 69"- A _ ,B,G,H +75.0 75.0 +75.0 -75.0 +75 Q; ,75. =_ +75.0 -75.0' ° +75 0 0 +75.0 -75.0 +75.0 76.0 +75.0 75.0 66" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75,0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +6,5,2 -65.2 _g_ A,B,G,H +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.075.0-`=+75.0:7 +75.0 -750 +88.1 -68.1 +63.8 -63.8 FRODUCf TftItzvmVEh_dw UP TO 74" C,D,E,F, +75.0 -75.0 I,J,K, L /Zo7�o GLASS TYPES: TEST REPORT FTL4858 (XO)), FTL4W9 (OX & XO) AND FTL-5330 A. 5/16° LAM[ - (118" A, .090,118" A) G. 13/16° LAW IG -118" OR 3/16"A (MIN.), 5/16" OR 318" AIR SPACE, 5116" LAMI - (1/8"A, .090,IWA) B. 5/16° LAMI - (118" A. .090,118" HS) H. 13/16" LAMI IG -1/8" OR 311WA (MIN.), 5/16° OR 318" AIR SPACE, 5116° LAMI - (1/8°A, .090,WHS) C. 5116° LAMI - (1/8" HS, .090,1/6" HS) L 13118" LAMI I133-118" OR 3/16"A (MIN.), 5/16° OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) D. 7/16" LAMI - (3/1(" A, .090, 3/16° A) J. 13/16" LAMI IG -1/8" OR 3116"A (MIN.), 3/18" OR 114" SPACE, 7/18° LAMI - (3/16"A, .090, 3/16"A)�, E. 7/16" LAW - (3/16" A, .090, 3/1(° HS) K. 13/16"LAMI IG -1/6' OR 3/16"A (MIN.), 3116° OR 1/4° SPACE, 7116' LAMI - (3/16"A, .090, W16 -HS) = is No. 68T05 F. 7/16" LAMI - (3118" HS, .090, 3/16" HS) IL 13116" LAM[ IG -118" OR 3/16"A (MIN.13116" OR 11C SPACE, 7116" LAMI - (311("HS, .090, 3/16"HS) 1�t7H1 E'E NOCHANI,fETifmSHEET ,M TECHNOLOGY cave P T DESIGN PRESSURES : lR &10!19 D AWM 13 CAP TO BE MWMW. W TWM vemu F,Nop7ma mA-rEAMMEMI.OP erorIr c.w NOKOWS,FL34M N *ft ALUMHORIZONAL ROLLER NDW, IMPACT . IfOYOARI�'; a4d ax a4rn amm NTS 3 " 11 412-10 P." BPS 27 3V MAX DLO 54 5H8° MAX DLO FIXED VENT U T A 67 3f8° MAX DLO ALL FIXED LITES 110" MAX WIDTH I.F. FRAME 111° MAX. WIDTH FLANGE FRAME DETAIL B - XOX (114-1/2-1/4) DLO FIXED C 0.8 VENT arm FLAW I A FRA4 All I sr CCopeMAA X / / I DLO ALL VF_NiS 82° MAX I.F. FRAME O I X ALL CONFIG. C 73° MAX WIDTH I.F. FRAME --- 7,C MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO E7HBBN�iT ,. UL 3E IE IG. 27 3V 27 3fr MAX. DLO MAX OLD VENT FIXED B _ _ x 98 7/18' MAX. WIDTH I.F. FRAME �—w 7MW MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 8 FOR VERTICAL. AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET SAT HEAD AND SILL FRAME 13 FLANGE FRAME "'N�.t4YNN � 'Z`. NSfi•''.�'A ��i VIEW D -D (FRAME CORNER CONSTRUCTION) * No. 68705 - t�BhF ,EVAT/OAIS �i�.c� . fLOMOP..• �2 BIIIOItt O A�dtA1t0E7i@88i1ffT NOKOMIS,R34278 . mR . ..........••. I FMA &#&a c P.O. eqx tsm ALUM. HORMMOWA ROLLER WINDOW IMPACT �i� S�ONA� RtG 9/Y&08 d k 8/19/08 Nwcor�. Fi 3arra "$" BMW ramo Af TS 4 s 44 4127-40 E a P P MAX I I HEIGHT FLANGE FRAME MIAX 1 SECTION C -C (VERTICAL SECTION, FLANGE FRAME) INTERIOR --I {--- MAX. FIXED DLO --I i_ - MAX. WIDTH (FLANNGE FRAME) 9 SECTION B -B 7 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FIXED DLO ----I �-- MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION MA (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL SECTION, I.F. 'OTECHNOLOOY DRIVE NOKOMIB. R84Tf8 N POKgA8,�R34270 HEAD (VERTICAL SECTION, I.F. FRAME) raves • Half 6 e 11 1 Vftft4127-10 MAX. VERT DLO tllll 4YNN Qs �� * No. 68705 -0, Q t3TA l )� OF SSlONALLC. ��• A L)w I" P.E. P.E9 wm IfflN DWCBf RLN DESCRIPTION MAT'G PGTN 66 OLASS 13/16° iAMI IQI/8"A .318°AIItSPA 5116° I.AMI (1/8"A'.090 P 1/8°A 6? 13/16" LAMI 1Ql/8"A .318° AIR SPA 5/16° LAMI 118°A .090 PVB, U8°H5 68 ° 13/16" LAMI IQ118°A 3!8° AIR SPACK SJ16° LAMI 1!8°HS .090 1!8" 69 13/16° LAMI IQ3116"A IN. 5116° AIR SPA 5/16° LAMI U8°A .090 I/8°A 70 13116° LAMI IQ3/16°A IN. 5✓16" AIRSPA 5116" LAMI 1/8"A .090 US° 71 13/16° IAMIIG3/lb"A Dd. 5JI6° AIRSPACE,SJ16° LANII 1/8°H3,.090 1/8°HS 7Z 13116° LAMI IQU6°A MIN, ll4° AIR SPACB, 7116° LAMI (3/16-A,.090 PVB, 3116°A 73 ° 13/16° LAM11G1/8°A EJ. U4°AIRSPACE, 7/16° LAMI 16"A,.090 3/16° PVA 74 " 13/lb"LAMIIGI/8°A IN. l/4°AIR SPACE,7/16"IAMI 16°H3,.090PVB,3116°HS 75 13/I6" LAMIIQ3/16"A .3116° AIR SPMA 7116" LAMI b°A,.090P 3/16°A 76 13/16° LAR+IIIQ3/16°A . ,3116° AIItSPA 7116° LAMI �lb°A,.090 3/lb" ?7 13/16" LAMIIQ3/16"A IN. 31]6° AIRSPA 7116° LAMI 3/16°HS .090P1+B,3/16°HS 9D 1014 SCREHd FRAME OR 8c VI$t. 3105-H14AL 91 1630 N(it SCRTI@TOORNBRKEYW/RIPEASM POLYPROP. 92 1631 SCRi11�TCORNFdtKEYW/Oi1TRINt� POLYPROP. 93 1073 SCREEN SPRING Sf.Sf. 94 1624 SCRE[NSPL�VE-.135 DIA. FOAM EM PM~ 95 1635 SCREENSPLINE- .135 DIA. HARD EM PVC 96 SCRBEN CLOTH 3/16" HS 65 7/16° LAMI 3116° HS, .090 PVB, 3/16° HS IfflN DWCBf RLN DESCRIPTION MAT'G PGTN 66 OLASS 13/16° iAMI IQI/8"A .318°AIItSPA 5116° I.AMI (1/8"A'.090 P 1/8°A 6? 13/16" LAMI 1Ql/8"A .318° AIR SPA 5/16° LAMI 118°A .090 PVB, U8°H5 68 ° 13/16" LAMI IQ118°A 3!8° AIR SPACK SJ16° LAMI 1!8°HS .090 1!8" 69 13/16° LAMI IQ3116"A IN. 5116° AIR SPA 5/16° LAMI U8°A .090 I/8°A 70 13116° LAMI IQ3/16°A IN. 5✓16" AIRSPA 5116" LAMI 1/8"A .090 US° 71 13/16° IAMIIG3/lb"A Dd. 5JI6° AIRSPACE,SJ16° LANII 1/8°H3,.090 1/8°HS 7Z 13116° LAMI IQU6°A MIN, ll4° AIR SPACB, 7116° LAMI (3/16-A,.090 PVB, 3116°A 73 ° 13/16° LAM11G1/8°A EJ. U4°AIRSPACE, 7/16° LAMI 16"A,.090 3/16° PVA 74 " 13/lb"LAMIIGI/8°A IN. l/4°AIR SPACE,7/16"IAMI 16°H3,.090PVB,3116°HS 75 13/I6" LAMIIQ3/16"A .3116° AIR SPMA 7116" LAMI b°A,.090P 3/16°A 76 13/16° LAR+IIIQ3/16°A . ,3116° AIItSPA 7116° LAMI �lb°A,.090 3/lb" ?7 13/16" LAMIIQ3/16"A IN. 31]6° AIRSPA 7116° LAMI 3/16°HS .090P1+B,3/16°HS 9D 1014 SCREHd FRAME OR 8c VI$t. 3105-H14AL 91 1630 N(it SCRTI@TOORNBRKEYW/RIPEASM POLYPROP. 92 1631 SCRi11�TCORNFdtKEYW/Oi1TRINt� POLYPROP. 93 1073 SCREEN SPRING Sf.Sf. 94 1624 SCRE[NSPL�VE-.135 DIA. FOAM EM PM~ 95 1635 SCREENSPLINE- .135 DIA. HARD EM PVC 96 SCRBEN CLOTH D 2.710 2824 .082 41 I.F. FRAME HEAD 174138, 8083-T8 MflCp 77 PROMW REVISED 2.784-owvj°D twmQwFfwwa N. 4. 3.182 082 1.988 O I.F. FRAME JAMB 111 r #4141, 8083-78 ������ LYNN 4.j 710 iri :* 42 I.F. FRAME SILL = a No.887_ 44140,60a3-TO 9 '.o- Lu' c t tonF/rt a No cmWw7W &%'EET -�p FtoR►D „M PARTS LI.^�T .: dR. T OF 870/!f D ADO�D 70C7YFES NOKda1S.FL34276 m° �..........�C/`� F . 44W c rIEW41 42648 PO �j7C,82B HORIZONTAL ROLLER IMNDOW IMPACT 41�/ ONA,11.,`���� F.rL 2/Z6/OB ,LL 8/18108 DAN NOKOAd18, FL31274 Vbrbb Bettor HR7t0 NTS 6 s ti 4127-t0 10. E 0.LYAWtER PE 1TFdV1 DWt,YI REV DESCRIPTION MAIL PGCk t 4102 A FLAN(iEFRAMEHEAD 6063-T6 AL b12237' 2 4025 SASH STOP STD ANTI LIFT CUP) 6�3-TS AL 612244 3 #8X3/4PIiPAN•HFAD 7834AA 4 4053 SASH STOP COVER(SASH STOP 6063-T5 AL PVEL b 4136 FIANGHi FRAME SIId. 61163-T6 AL 64136 7 4137 SILLADAPTOR 6063-T6 AL 64137 8 4131 ROLLERTRACK 6063-T6 AL 64131 10 71298 WE�HOLECOVI3t POLYPROP. 71298 12 1626 ADHESIVEOPEN CELL FOAM PAD 7PAD162b 13 4002 A FLANC�FRAMEJAMB 6063-T6 AL b12225 14 4134 GASKEfFOR MAIN FRAME SILL J011d'I' 74134WlK 15 1153 #8x1.000 DPN.SMS 781 A 16 4110 G SCREEN ADAPTOR 6063-T5AL 641100 17 4054 B FD�DMEEfINGRAIL 6063RD-T6 AL 64054A 19 4066 wSTP .187X230, FIN SEAL 640660 21 4105 SASH TOP 8c BOTTOM RAII. 6063-T5 AL 612?AO 22 1683 WSTP .250 X 270 BACK, FIN SEAL 616830 23 225-1 ROLLERHOUSINGBcGIJIDE 421121II7 24 226 BRASS ROLLER WHEELS BRASS 7BRwFII2 29 4128 HORIZONTAL ROLLER SASHTOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEEfINGRAIL 6063iiS-Tb AL 64006 33 1235 WSfl',.170 X.270 BACK, FIN SEAL 67S1C�r 35 1096 SWBEPLATCH DIB-CAST 71096 36 101b 0/8 X.625 PH. FI. SMS '7858 37 4126 SASH SIDE RAIL f063-TS AL 64126 38 1683 WSTP,250 X 270 HA FIN SERI. 61683G 39 7070 BULB wEATHERSTRiP .187X275 67070K 40 IJFTRAILCOVERCAP 74078"C° LORR 41 4139 LF.FRAMEHEAD 6063-T6AL 64139 42 4140 LF. FRAME cnl. W6346AL 64140 43 4141 i.F. FRAME JAMB 6063-Tb AL 64141 50 GLAZING Siad DOW $99,995 OR ALENT SI 1224 VINYLGLAZINGBBADBULJ3 6TP247W 52 1?25 VINYLQLAZINGBBADBULB 6TP24$K 53 4039 B GLAZING BEAD - 5116" 6063-T5 AL 64039B 54 4044 B GLAZINGBEAD-S/16"w/GR]LI,KTf 6063-T5 AL 6447ai SS 4222 A CitAZINGBEAD-7/16" 6063•TSAL 64222 56 985 C GLAZINGBEAD-7/16" WKStIIbKIT 6063•T5AL 8�S 59 4067 GLAZINGBBAD-13/Ib° 6063-T5 AL 64067 60 SS S/16° LAMI U8° .090 U8" A 61 " S/16" LAMI US" A, .090 PVB 1/8" HS 62 " 5/16" LAMI US° HS, .090 PV$ US" HS 63 " 7/16" LAMI 3/16° A .090P 3/16" A 64 7/16` LAMI 3/16° A_090 PVA .082 173L—�f I — uj ]173 !710� (� FLANGE FRAME HEAD l #4102A,=83 -TO i —4—m .490 T—�--•1.46 h--' (� SASH STOP / #4026,6063.76 062 L249-4 21 SASH TOP 8� BOTTOM RAIL #4133,8083-T6 .060••-�- .� O GLAZING BEA , 6/16° #40448, 6063-T6 (USED W/ GRILL KIT) 1.'(21 �--2.710----] O FLANGE FRAME SILL #4130,6083 -TS .061 .48 O HORIZ. ROLLER TRACK #4131,6063-T6 2 79 .ow— SASH 082 SASH MTG. RAIL #4006D, 8083HS-T'8 o� 1.096 i --*SIT isGLAZING BEAD 7/16° J #4222A, 6063-T6 P.Q 8QX 180 NOK. FL 3447/ -+{ 1.187 x+— .062 Woo O FRAME SILL ADAPTER #4137,6063 -TO 1.. 8 .0622 17 FIXED MEETING RAIL #40648, 60 iHD-T6 37 SASH SIDE RAIL #4126,8063-76 1.116 O GLAZING BEAD, 7/16" #9860,6083-T6 (USED W/ GRILL KIT) HMO .738 1 -7 O SASH STOP COVER #4053, 6063-T6 1 2.784— 1 I 1.383 .08'1 13 FLANGE FRAME JAMB #4002A, 6063-T6 di-J_ 878 1.096--��►i O GLAZING B , 5/16° #40398, 8083-T6 .683 ofio GLAZING BEAD. 13/16" \L/ #4067, 806346 7 m 11 1 4127-10 PR01HICPR8V138D Bufl&g C96 M t LYNN�t'�i� * ' N0.68705 ONAL E�``• A LYNN P.E P.EJ WM ANCHOR QUANTITIES, XOX (114-1/2-1/4) WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE $3. WOOD 2. CONC 1, CONC 2,3, WOOD 2, C DNC 1, CONC 1 -1/4" ELCO TAPCONS 2 -114" ELCO SS4 CRETE-FLEX 3 -#12 STEEL SCREWS (GS) & SUBSTRATE ZONES ZONES ZONES ZOI\ES ZONE WINDOW SITE HEAD & SILL y HEAD & SILL 2 HEAD & SILL 2 HEAD & SEL HEAD & SILL HEAD & SILL � 2. GLASS LAMYPES- (118° A„pto,1/8' A) FOR INSTALLATION IN THE HVHZ ABOVE 30 v .+ '4 B. 5118" LAMI - (1/8" A„M,1ff HS) FT. GLASS TYPES G - L SHALL HAVE A C. 5118" LAMI - (1f8" HS, 000,1/8' HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 63.125x38.375 1+C2+1+C2+1 2 1+(2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 D. 7118" LAMI - (3f18° A.=, 3M8" A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1+C2+1 3 1+C2+1+t2+1 3 1+C2+1+C2+1 3 1+12+1+0+1 3 1+02+1+(2+1 3 1+C2+1+C2+1 3 E.7/8"LAMI-(3/1('A,A=,3M8"HS) 80.825 9+C2+1+01+,1 3 4+t +1+( +1 3 1+02+1+02+1 3 1+( +1+( +1 3 1+( +1+02+1 3 1+02+1+02+1 3 F 7110' LAMI - (315" HS M, 311(' HS) G. 13118" LAMI IG -118" OR 3118" A (MIN. 5/18' OR 38' SPACE, 5118" LAMI - (IIW A,.010,1/8' A) 54.000 1+(2+1+12+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+{2+1+02+1 3 H.13M8" LAMI IG -118" OR 3118' A (MIN.), SMI' 1X2 318° SPAC E, Wir LAMI - (1f" A,.080,1/8" HS) 80000 1+02+1+t2+1 3 1+02+1+02+1 3 1+t2+1+(2a 1 3 1+(2+1+02+1 3 I+02+1+Q2+1 3 1+02+1+(2+1 3 I. 13118' LAMI IG -118" OR 3118' A (MIN: 518" OR 318° SPACE, 611(' LANA - (lAr HS..080.1/@° HS) J. 13/18" LAMI IG --IIW OR 3118' A (MIN,) 3118' OR 114' SPACE, 7118" LAMI-(318"A,.09O, 3MW A) 83.000 I+C2+1+C2+1 3 1+{2+1+a•H 3 1+C2+1+C:2+1 3 1+(2+1+C2+1 3 1+{2+1+C2+1 3 1+C.3+1+C3+1 3 K. 13!18' LAMI IG -118" OR 3118"A (MIN.}, 3f18' OR 1/4' SPACE, 718' LAMI - (3118' A,=, 3118' HS) 80.000 x 38.375 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+(2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+02+1 2 L 13118' LAMI IG -118' OR 3118' A (MIN.), 3M8" OR IW SPACE, 7118' LAMI - (3M8' HS480. 3M(' HS) 48.000 1+C2+1+C2+1 3 1tC2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 I+C2+2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.828 1+C2+1+C2+1 3 1+C2+1+(2+1 3 I 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+02+1 3 1+C2+2+C2+1 3 HEAD & SILL: 1012' MAX. CNV EACH SIDE OF MEETING RAIL CENTERuNE. 80.000 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+(2+1+C2+1 3 I+ 2+1+C2+1 3 1+C2+1+(2+1 3 1+C3+2+C 3+1 3 26 3W MAX. FROM CORNERS. JAMBS: S' MAX. FROM CORNERS AND 2212' MAX O.C. 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C3+2+C2+1 9 TABLE I(E,. 74.000x38.3 1+C2+2+C2+1 21+(2+1+0,2+1 2 1+(2+2+C2+1 21+C2+2+12+1 2 1+•t2+2+C2+1 2 1+C2+2+(2+1 2 X O A AIM X0 1+02+2+(2+1 3 1+C2+1+C+1 3 1+C2+•2+CZ+1 3 1+C2+2+(2+1 3 1+(2+2+C2+1 3 1+(2+2+C2+1 3 1+C 3+4+C3+1 3 F--ANCHOR QUANTITY PER JAMB 60.825 1+C2+2+C2+1 3 1+C2+1+(2+1 3 1+C2+2+02+1 3 1+C2+2+C32+1 3 1+C2+2+C.2+1 3 i+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+C2+1 3 1+(2+1+(2+1 3 1+C2+2+C2+1 3 1+02+2+02+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 A CLU8TER OF (3) ANCHORS CENTERED 60.E 1+C2+2+C2+1 3 1+(2+1+(2+1 3 1+C2+2+C2+1 3 1+C2+2+(2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 AT EACH MEETING RAL PLUS (1) ANCHOR AT EACH OPERABLE VENT 83.000 1+(2+2+(2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C2+2+C3+1 3 1+02+2+C2+1 3 1+C3a2+C3N 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.000 x 38.378 1+C2+2+C2+1 2 1+C+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+(2+3+C2+1 2 (12) ANCHORS TOTAL AT HEAD AND SILL 48.00 I+(2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C 3+3+C3+1 3 (3" MIN. O.C. ANCHOR SPACING) 50.828 1+(2+2+02+1 3 1+C2+2+C2+•1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 I+C2+2+C2+1 3 1+C3+3+C3+1 3 MIN. 64.000 1+(2+2+12+1 3 1+(2+2+(2+1 3 1+02+2+(2+1 3 I+C2+2+02+1 3 1+C2+2+(2+1 3 1+C4+3+C4+1 3 26314'nM�--3° 80.000 1+02+2+02+9 3 1+(2•+2+(2+1 3 1+03+2+03+1 3 1+03+2+03+1 3 1+02+2+02+1 3 I+C4+3+04+9 3 - +^( 63.000 1+C+2+(2+1 3 1+C2+2+C2+1 3 1+C3+2+CS+I 3 1+C3+2+C3+1 3 1+(2+2+C2+1 3 1+C4+3+04+1 3 91 REF. X O X 108.376x38.375 1+(2+2+(2+1 21+C2+2+1:2+1 21+C2+3+C2+1 21+C2+3+(2+1 21+(2+3+C2+1 2 1+12+4+(2+1 2 }1 PRODUCTtiOYL4;ED 48=0 1+12+3+02+1 3 1+02+•2+C2+1 3 1+C3+3+03+1 9 1+C3+3+03+1 3 1+C2+3+C2+1 3 1+CS+4+C3+1 3 MTG. RAIL. TYP. as °Onpbft with 0 � BuBdiug 80.825 1+(2+3+(2+9 3 1+C2+2+02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+4+03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 54.000 1+C+3+CS+1 3 1+(2+2+02+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+p+1 3 1+04+4+04+1 3 (SHOWN IN TABLEXEYABOVE) 80.000 1+C3+3+(x+1 3 1+C2+2+ 2+1 3 1 1+C4+3+CA+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+04+4+04+1 3 a4fmni�dePto uatOontw 83.0X10 1+C3+3+C3+1 3 1+C2+2+C2t1 3 1+0433+04+1 3 1+04+3+04+1 4 1+04+3+04+1 3 1+C5+4+C8+1 3 253f4"� 111.000x38.375 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+(2+3+02+1 21+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+(2+1 2 1 ' �3°IlOIV. 111!!1/ 48.000 1+C2+3+C2•+1 3 1+C2+2+(2+1 3 1+C3+3+C2+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+(S+4+C3+1 3 ® F `��� ON.{ LYNN i 50.625 1+(2+3+(2+1 3 1+02+2+C2+•1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+(S+1 3 X X 1� QQ�; VIGENSF'((�.p 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+CS+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3*' No. 68705 ' BO.WO I+C3+3+C3+1 3 1+C2+2+C2+1 3 I+C4+3+C4+1 3 1+C4+3rCA+1 .4 1+C S+3+C3+1 3 1+C4+4+C4+1 3 MTG. RAIL TV. - = 83.000 1+53+3+C3+1 3 1+C2+2+(2+1 3 1+C4+3+04+1 3 1+C4+3+04+1 4 1+04+3+C4+1 3 1+C5+4+C5t1 4 EXAMPLE CLUSTER W1 QTY. OF (4) ANCHORS JJ 11"701 E NCC9/Nlx;2:Tm8HEET=pt\''•, �: to70TEomoumoRNE ANCHORAGESPACINQ XOX(114-112-114): F •:F10Rtoa,.�' raz BI20P1r D .ADDED lGCAPWW?EfiFa"l57 +$WrA08 NoxoNIS, PL3@tD t ALUM. HORIZONTAL ROLLER WINDOW IMPACT '�''rislONA- ��``��� FA. 40MY C UPDA7ETA"A&MWrViU=DWTOAWHMCAP.ADA PA.egxta� _ /J+11t�0_%%11\ FX 1/18/08 J.,L 3 NOXONI8, PL 34274 Ytttb$ Bedar IP2Tr0 NT3 8 - a 11 4127--10 E A L p" am' P.B V `yyyllUt////' LL a^==�� �`�� w rc'.r0n J HIMz //�� OFA:• to rgil bbbbbb ul - M 1.., q fS uUUi�llj� Q J t� �zy Lu LL !4 o°g�oo 0�3 a~ w 99 w o o..�0~a LL LL zz$ziz u�i} a iT3o F- 2! F k W inia N �11 i t ' °IOI Jaxkaug6b6a -�g 0a. 1 111 wx4yzT a21'd kFe k xlZ !6 U2' 8 te Ile Fe e c !-p e of I � V 0 I U O Stu ca Sal CO (J a< U' ��OUGUIILLOS:-iYJ SO x ~ z r 0 pj M N W M M M M N M M CO CO M N M M M M Q N M M -M Q Q $ . �i s s ut N M M M M M N M M M M M N M M M M M N M M M M M N CO M M M M N M M M M 0 N M M M M M W 0 ;ji;t����t�� �� �t��� �� �m��� ���� Art ���lu Yo .- P r r r a r .- .- e- — .- .- .- .- .- e- .- 6 M M pl N t9 Mt4 M m N M N M M M N 0010310 0 M N M l0 010 M M f0 M M Q Q W M l0 CO y� Q �g� y ; + i N E�t�t�t��t�t�F3F3€�i��t�t��£it�i�t��ii�t�nt��1�3�3f�tit��3F�F�t�t�t�i�t�6 ��r��4L�—+s�—+PrPt rpt —+r -+ rPrxtrr� mItw N M M M CO M N Im M M Colo N M I M M M M N M M M t0 M N M M M M M N M M M M M N M M M M M "j m S861JVI' N t0 t0 M t0 t0 N M M t0 M t0 N M t0 to t0 M N M M M M M aV M M M M M N M M CO M I M N M M CO M M X, �*r: M M N M M M M M t+ t8 N + + + + + +i + + + + + + + + + t + + + + + W Q O r + t * - �*- - r e*- * a r P * r f * p s ' + + + + + + + + x� 11, IRRI ice 8 9 9 u GLASS TYPES A B,G,H GLASS TYPES C,D;E,F,LJ,K, L ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE gZONES ZONES gg ZONESgg -ZONES gg ZONES ZONES WwINDOW SIZE 6 4asQ12 X 37.0DDx 38.376 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2. 1+C2+1 2 46.000 1+C2+1 3. 1+C2+1 3 1+(2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 60.626 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 80.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 63.000 1+C2+1 3 1+C2+.1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000x 38.376 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 50.626 1+C2+1 3 1+C2+1 3 1 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+.1 3 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 611000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 83.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3' 1+C3+1 3 63.125x 36.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 48.000 1+C2+1 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 50.826 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 54.000 1+q+• 1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 S3.0D0 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+03+1 3 1+C4+1 3 60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1 1+C2+1 3 1+C2+1 2 2+C2+2 2 48.000 1+C2+1 3 i+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 54.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 83.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+03+1 3 2+C4+2 4 66.000x 38.376 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 48.000 2+•C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 '3 2+C3+2 3 50.625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 64.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+03+2 4 1+C2+1 3 2+C3+2 4 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 Zl- 3 2 4 1+C3+1 3 2+04+2 4 74.000 x 38.376 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 48.000 2+C3+2 4 2+01+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 60.625 2+03+2 4 2+C2+2 3 2+C3+2 4 2+03+2 4 2+C2+2 3 2+C3+2 4 54.000 2+C3+2 4 2+03+2 3 2+C4+2 4 2+C3+2 4 2+03+2 3 2+C4+2 4 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+03+2 6 2+63+2 3 2+C4+2 4 83.000 2+C3+2 4 1+03+1 3 2+04+2 4 2+C4+2 b 2+03+2 4 2+C4+21 S NOTES: 1. ANCHOR TYPES: 1 -1/4- ELCO TAPCONS 2 -1/4- ELCO SS4 CRETE -FLEX 3 - #I2 STEEL SCREWS (G6) 2. GLASS TYPES: A. 8118° LAM[ - (118° A,=, VB- A) FOR INSTALLATION IN THE HVHZ ABOVE 30 S. 5118° LAM[ - (118° A,.090,1/8° HS) FT. GLASS TYPES G - L SHALL HAVE A C. 5118° LAW - (IV HS.M. IV HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 711W LAMI - (3118° A,080, 3/18- A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7118° LAMI - (3118- A,.080, 3f18- HS) F. 7/18° LAMI - (3118° HS,.090, 311(- HS) G, 13/18- LAMI IG -1f8. OR 3110"A (MIN.), 8118° OR 3/8- SPACE, 6118° LAMI - (118-A,.0W. IV A) H. 13118° LAMI IG -118° OR 3/18° A (MIN.), 8118° OR 318° SPACE, BMW LAMI - (118° A,080,1/8- HS) I. 13!18° LAMI IG -118° OR 3118° A (MIN.j 6418° OR 30 SPACE, 6118° LAW -(118° HS,m, IV HS) J.13✓18° LAMI IG-118.OR 3118° A (MIN.). 3118° OR V4 SPACE, 7/18° LAME -(3118' A,.090, 3/18-A) K.13118° LAhM IG -118° OR 3f18° A (MIN.). 3M8. OR 114° SPACE. 711(° LAMI - OM8° A,080. 3MW HS) L. 13/18° LAMI IG -118° OR 3118° A (MIN.). 3118° OR 1/4- SPACE, 7118° LAW - (3118° HS,090, 3118° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101fY MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314° MAX FROM CORNEA. JAMBS: 8° MAX FROM CORNERS AND 221!2° MAX O.C. TABLE KEY: O X 2+C3+2 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE. MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FDD:D SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3- MIN. O.C. ANCHOR SPACING) }+� �18 314° MAX Ips° nmN. 8- REF.4 G. RAIL PRDDUCI•RRVMW omnp$d whbdw orlde EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS A (SHOWN IN TABLE KEY ABOVE) Miemi 0ado 8 314- MAX 1 1/2° TYP. 1-3• MIN. LYNN 'i MTG. RAIL - *:. No.58705 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 1 L M7/11F NOfxrMllaETiN88l1EEJ STA F 40 ANCHORAQE SPACING, OXANDXO WINDOWS ��'�. •. �caRtoP.• G��, JA moll a C/WTOBE7EED +3*7lTo7rr woKoeme w arras ALUM. HORIZONTAL ROLLER WINDOW ACT Ec:��• FJC N07 C t TABLEFT04689ECTYAtIlE8D1 TO ANCHOR Ian aolmft aN u++�m � _lOtW1lAt'i-` P comw a* F•&,L L yppg Oht%FL3W4 j , Tao to NIS 10 a t 1 4127-40 E .L avkWAP. P E a 887 CONCRETE WOOD ANCHOR, ANCHOR NOTE 1. DETAIL A NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS 114' SHIM L� 1/4 MAX SHIMI�— I I I... WOOD CONCRETE 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T6 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.6 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) —NOTE NOTE 1 , 13/4° EXTERIORRIO MIN. ED (H & SILL DETAILS A. B. C. D. & H) TYR 2x WOOD BUCK. NOTEV 3 1x WOOD BUCK, NOTE 3 110, SEE NAILIN DETAIL E DETAIL F INTERIOR (JAMB DETAILS E. F & I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE ANCHOR NOTE 1 114° MAX. T SHIM ' T ° • y ,•NOTE1 ` 13/4° MIN. 3.4 KSI �� E.D. TYP. CRETE 2x WOOD DETAIL C BUCK NOTE 3 WOOD ANCHOR NOTE 2 SEE AN. NAILING AJC 1 AIL U TIONS t070 TWHNOLOOY DRW P MWOMIG, FL UM P.asq�c�sxe NOxOAti8. R39274 1/y� DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 12"NAI. AT CORNERS AND 6" O.C. 'TYPICAL DETAILS G, H & I. DETAIL G (SILL) S - SEE NAILING DETAIL I (JAMB) V FRAME SECTIONS rAlLS VL ROLLERft WINDOW lMPACi 11 a 11 10""'4127-10 E PRt?DUC9'R@V18w ME p AN LYNN M oi ' VICENSF'••.F.p �� No.6�87005 TA F 1,14 .KS'•. A. LYNN ILLAP8 P.E.# am 1 314" MIN. E.D. TYP. 2x WOOD BUCK, NOTES: MIN. 3.4 KSI 1. FOR CONCRETE APPUCA71ONS IN MIAMI -RADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO CONCRETE . NOTE 3 13(8" TAPOONS EMBEDED 13/8° MIN. OR 114" SS4 CRETE -FLEX EMBEDED I &W MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 13/4°. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. •:: NOTE ' 1x WOOD "! 2. FOR WOOD APPUCX110NS IN MIAW-DARE COUNTY, USE #12 STEEL SCREWS (G6) OR 114° 884 CRETE -FLEX WITH BUCK. 1 #12 TRIMFIT HEAD. NOTE 3 1/4' 4"SHIM 1/ 3, WOOD BUCKS DEPICTED 1N THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11121. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX- MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR NOTE 1. DETAIL A NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS 114' SHIM L� 1/4 MAX SHIMI�— I I I... WOOD CONCRETE 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T6 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.6 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) —NOTE NOTE 1 , 13/4° EXTERIORRIO MIN. ED (H & SILL DETAILS A. B. C. D. & H) TYR 2x WOOD BUCK. NOTEV 3 1x WOOD BUCK, NOTE 3 110, SEE NAILIN DETAIL E DETAIL F INTERIOR (JAMB DETAILS E. F & I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE ANCHOR NOTE 1 114° MAX. T SHIM ' T ° • y ,•NOTE1 ` 13/4° MIN. 3.4 KSI �� E.D. TYP. CRETE 2x WOOD DETAIL C BUCK NOTE 3 WOOD ANCHOR NOTE 2 SEE AN. NAILING AJC 1 AIL U TIONS t070 TWHNOLOOY DRW P MWOMIG, FL UM P.asq�c�sxe NOxOAti8. R39274 1/y� DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 12"NAI. AT CORNERS AND 6" O.C. 'TYPICAL DETAILS G, H & I. DETAIL G (SILL) S - SEE NAILING DETAIL I (JAMB) V FRAME SECTIONS rAlLS VL ROLLERft WINDOW lMPACi 11 a 11 10""'4127-10 E PRt?DUC9'R@V18w ME p AN LYNN M oi ' VICENSF'••.F.p �� No.6�87005 TA F 1,14 .KS'•. A. LYNN ILLAP8 P.E.# am dlift WS_Jy__J ��_7 AM Ta 1 c.� ,I;ITY JUL 112014 MIAM!•DAl?E � __-DADE COUNTY UPI 1; DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www w1amlaade.eovftonomv PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Sectidn (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER. reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida. Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. MD-CA740 LM, titled "Casement Window Details — LM & SW sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Ljrnn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's. name or logo, city, state, modellseries, 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 ofthe Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by.Manuel Perez, P.E. MfAM1DADP COUN Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, . titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBG, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, 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) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. Manuel llerWP4. Product Control "mb#r NOA No. 12-12".09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E-1 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 (HVHZ)• 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIoNs. FOR OaULATED GLASS msTALIATIONsABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI -RADE COUNTY. USE ONLY MIAMI -DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM CBD CONCRETE MASONRY UMTS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD SUCKS LESS THAN 1-1/Y THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL. IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD SUCKS DEPICTED AS2XARE 14)r THICK OR GREATER. IX AND 2X BUCKS (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6) 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 SEALINGIFLASHSNG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SMMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 18 NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPUEO LOADS WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13D0. S. POSITIVE DESIGN LOAD$ BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13M 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-U3°,6 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE I A 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 F L -70W 3878, 3580.3724: ELCO ULTRACON NOA; ELOO CRETEFLEX NOA; ANSVAF&PANDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Gins Types Sheet 8 1 6118' land 1!8 -.�° PVB - US An b 2 7118' Hemi ,0 An - .11190` SGP _31,8 An 8 3 7118' Lend 10 HS - .OMr SOP - WIG HS) 7 4 718' Lend. ICG (118' An - 7118" Atr - IW An - .09" PVB - U8- An) b 6 718°LemG(lWT-7118'Atr-U8`An-.8S7PVB-U8'An 8 0 718' Leml. IG An -114" Air -3/10' An -.090" SGP HEIGHT IS 7 718- LRM. 10 (3118 An -114" Air- 3118' HS -. 3C3P - 3118° HS) 7 $ 7W Land. 1G PnWT-U4'Atr -3f18'An-.090-SGP-3118-An) 9 9 7B'Lem1.10 MIFT-114- Air -3/,O-HS-.O-SGP -3118'HS) 7 6'1S•A STAE0 GLANss9TACMH DESIGN PRESSURE RATING IMPACT RATING VARIES. RATED FOR LARGE&SMALL tWANNEAt[y Awoupour SEE SHEETS 641 MISSILE IMPACT RESISTANCE OtA99 BUTA RE PVB onam 39 GLASS 37'WIDTH a '-7' 28.478' MAX. O.C. IF WIDTH IS 11/10' GLASS SITE UNDER 33.470' (HEAD & BLL 36 4' MAK 3 B. SEE SHEET 2 A 09' VISIBLE LIGHT HEIGHT (DLO) 4" MAX - 30' VISIBLE �— OPENING(OLO) —' TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES— 1 ELEVATION ---1 GLAZING MIM S- 1 INSTALLATION— 2 ASSEMBLY TUBE DETAILS.........- 3 ANCHOR SPECIFICATIONS. 4 ANCHOR QUANTITIES -_.W......... 4 DESIGN PRESSURES.— ASSEMBLY6.9 DETAILSA�bL..........-10 7nATM GLASS IINX OIASS STAQC 3n9'ANNEMMOR rw►7il 11�iHati'�'I 32 so (19-1 v 17-112, GLASS TYPE 1 GLASS TYPES 2 & 3 MAX 7APN= 7APNm A. WE O.C. GLASS STACK an8't STAG ® 0tase srAacSHEETmB'UIl�7A7E0 2 + OlA8S STAq( O1A838rADG .'-A-IWANNEALEDOLASS T-1 WWAN EALED01 6" MAX. VWA O.C. 1WA WJ TEMPEREI USEANCHOR PAIR AT EACH PMM JAMB IF 4 -3 HEIGHT IS r' C. 28.OROVER 3 70' HEIGHT 14-U2" MAX. O.C. IF WIDTH IS 33.47(" & OVER (HEAD & SIJ.) �'�� ' • ucENsF • F� ��� N0.58705 pr S3 Eg ZON1ALPE;J``. A.LYNN MILLER P.E. 111 01 GLASS BITE 11 �NIII 1 S"U7 GLASS BITE GLASS TYPES 4 & b GLASS TYPES 8 & 7 7AT NOAH ��N--_�",��_,��,,,`��11� GLASS STACK 1 1 1 GLASS STACK GLASS GLASS TYPES 8 & 9 ./ — --M F' NMI J ROSOWSKI 1070 TECHNOLOGY DRIVE AIW N. VENULE. FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1529 NOKOMI% FL 34274gaeeR Omstng Pto. Rw: CERT. OF AM. #29298 CA -740 NTS 1 OF 10 MD-CA740-LM INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER C TABLE 3, SHEET 4 35-37 ATTACHED TO FRAME JAMB 4M ATTACHED TO VENTJAMB tAINOOW 81 AE1GHT VISIBLE 14 LIGHT HEIGHT (OLD) ATTACHED TO FRAME JAMS [ 4SiQ6 ATTACHED TO r 'VENTJAMB L EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT. AND EDGE DISTANCE PER SUBSTRATE, \ SEE TABLE 3, / SHEET4. TO FRAME JAMB OONCRmmMU PERANCHOR REQUIREMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. tW MAX SHIM ATTACHED TO VENT SILL BUCK WIOTH EDGE DISTANCE .< ••�`'�•` 82 82 ATTACHEOTOVENT SILL EMBEDMENT 1 24 VISIBLE UtdHT WLDTtH (OI.Oj FOR BNUBSER REQUIREMENTS, CCC TGRI F d_ 94997 d OPTIONALADDON FLANGE 0 HEAD. SILL & JAMBS SEE DETAIL Al, BELOW NOTES: 1) USE ONLY SUBSTRATC--APPROPRIATE ANCHOR$ LISTED ON TABLE 3, SHEET 4. FOLLOW EMSEDMENTANO EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2)ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED 1X INSTALLATION3.1X WOOD BULKS ARE TO WINOOW WIDTH HORIZONTAL SECTION A A INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. 912 STEEL SELF -DRILLING SMS, SEE TAIL 3, SHEET 4. OADEAPPROVED MULLION, ALUMINUM, STEEL FRAMING OR T STEELSTUD. �EXTERIOR 2V EGRESSFORMULA8: WIDTH. WASH HINGE: WINDOW WIDTH -13-112 is NOTES: . WIDYK EORESB HINGE: WINIX WIDTH -7112 ;a tr-22.6' 0 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION HEIGHT: WINDOW HEIGHT -e VISIBLE LIGHT FORMULAS: INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. 912 STEEL SELF -DRILLING SMS, SEE TAIL 3, SHEET 4. OADEAPPROVED MULLION, ALUMINUM, STEEL FRAMING OR T STEELSTUD. �EXTERIOR 2V EGRESSFORMULA8: WIDTH. WASH HINGE: WINDOW WIDTH -13-112 OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS —•►i �-.-- t0' MAX DEPICTED AS 2X ARE 1-112' THICK OR SEE DETAIL A2, BELOW GREATER. IX AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE I WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MN(IMUM SHIM THICKNESS TO BE 11C. l8 18 DETAIL Al IINSTALLATION OPTION 3 VERTICAL SECTION B -B INSTALLATION ANCHORS THROUGH 1X SUCKSTRIP INTO MASONRY. i �N-( LYNN QQ.: '' LWCENSF •. Fip No. 58705 YONAL A L,W aA Itl.LER. P.E. 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH..#29296 AdaWalalAwhm ReVgmd-each Sldesfft Foams AasoMy7kft A is NOTES: . WIDYK EORESB HINGE: WINIX WIDTH -7112 LH�/ tr-22.6' 0 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION HEIGHT: WINDOW HEIGHT -e VISIBLE LIGHT FORMULAS: 10'MAXANCHORS 0 MAY NEED TO BE INSTALLED T14RCIJGH THE WINDOW FRAMES AT 10' MAX. WIDTH: WIDOW WIDTH - 7 ' HEIGHT* WINDOW HEIGHT -7 FROM EACH SIDE OF THE FTtAMEASSEMBLY WdWow NOW Aaroha A B•C&D Ir -72.6' 0 TUSE CENTERLINE. 23'-2&6` 0 1 SEE TABLE MOW. 1 1 OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS —•►i �-.-- t0' MAX DEPICTED AS 2X ARE 1-112' THICK OR SEE DETAIL A2, BELOW GREATER. IX AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE I WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MN(IMUM SHIM THICKNESS TO BE 11C. l8 18 DETAIL Al IINSTALLATION OPTION 3 VERTICAL SECTION B -B INSTALLATION ANCHORS THROUGH 1X SUCKSTRIP INTO MASONRY. i �N-( LYNN QQ.: '' LWCENSF •. Fip No. 58705 YONAL A L,W aA Itl.LER. P.E. 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH..#29296 AdaWalalAwhm ReVgmd-each Sldesfft Foams AasoMy7kft A is Window VVmlh Anchor A B,C&D tr-22.6' 0 0 23` - 26.6` 0 1 K a WdWow NOW Aaroha A B•C&D Ir -72.6' 0 0 23'-2&6` 0 1 2V+ 1 1 CROSS SECTIONS & INSTALLATION I J ROSOWSKI CASEMENT WINDOW DETAILS - LM & SM 108/08/121 CA -740 I NTS 12 OF 10 CASEMENT (X) FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) W40VMG YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TASM 3. SHEET4. 3) FROM SHEETS 68, FIND THE SHEET FOR YOUR GLASS TYPE FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED TESIGNPRESSURE PPSF) FOR SINGLE W01OW3, 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 CASEMENT/CASEMENT(XX) FIGURE 1. 10'. SEE NOTE T. THIS SHEET 10'. SEE NOTE 7, THIS SHEET MIN. 912 X 1' SMS -THROUGH INSTALLATION HOLES AWNING/ CASEMENT/ FIXED CASEMENT XXO FIGURE 2: 740 sERtEs AWNING ��i WINOOW D FRAME ASSEMBLY TUBE 740 SERIES / •-E FRAME `ASSEMBLY, E TUBE \ 740 BERM FIXED WINDOW`_ •SEE PRODUCT'SNOA POR INSTALLATION SPECS �r740 SERIES 740 SERIES � ��� ,J�I � ,�� �_ • ' � Ili ��_I»>F', HOLES CASEMENTa ASSEMBLY WINDOW 15 TU13E WINDOW i, FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERrrALSECnOND4) 740 SERIES AWNING WINDOW 740SERIES CASEMENT 1) DIMENSIONS SHOWN ARE T1P-TO-TIP DIMENSIONS POR EACH INDMOUAL WINDOW. FOR SIMS NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2)ANY 740 -SEMS PRODUCT (CASEMENT, AWNING OR PDD CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLYTUSE FOR ALL WINDOWS. USE THE WINDOWS NOA FOR ANCHORAGE. SEE AND DESIGN PRESSURE LUTATIONS. 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 FASTENED TO WINDOW. AS SNOW IN DETAILS„ WITH MIN. 912 X P SHEET METAL SCREW& USE THE SAME SPACING AND QUANTITY AS THE FRAME —ASSEMBLY FRAME ASSEMBLY TUBE ..r�.......:.-.....,.,....r..».«.. 8) THE FRAME ASSEMBLY TUBE MAY 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DFSIGNFRESSURE (PSE) FOR WNVDOWS ATiAONED TOA VERACAL FRAMEASSEMBLY7UBE' OR'DESIGN (TABLE Y, SHEET 4)' DETERMINE NOT EXCEED Or IN LENGTH (AS USED TUBE MIN.912 X IN A 83' FLANGED WINDOW) OR BE FOR SRE9 NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES rsMs. USED IN TEE OR CROSS 740 SERIES THROUGH CONFIGURATIONS. CASEMENT INSTALLATION S)THE FRAME ASSEMBLY TUBE ts WINDOW HOLES NOT REQUITED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER 740 SERIES EXTERIOR FDSED ION 7) FOR ALL COMBINATION UMTS. ADDITIONAL INSTALLATIONANOHORS aCASEMENT WINDOW MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX FROM EACH SIDE OF THE VERTICAL SECTION E -E FRAME ASSEMBLYTUSE CENTERLINE. SEE TABLE BELOW: 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAIEtP. SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4. 8) USING THE TABLE LABELED 2) FROM SHEETS 8.9. FIS THE SHEET FOR YOUR GLASS TYPE. 9M1INDOWANCtIORSREOUIREO' 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DFSIGNFRESSURE (PSE) FOR WNVDOWS ATiAONED TOA VERACAL FRAMEASSEMBLY7UBE' OR'DESIGN (TABLE Y, SHEET 4)' DETERMINE PRESSURE(PSFJFOR WWOINSATiACHEDTOAHORIZONTALFWSMEASSE'MBLYT(Me. DEPENDING ON WHICH WAY THE FRAME ASSEMBLYTUSE ISCHWITATED. THIS THE NUMBER OF ANCHORS 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 - NEEDED IN THE HEAD, SILL AND JANOS OF YOUR WINDOW. FOR SRE9 NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES 4) USING THE TABLE LABELED 'i41WOWANCHORS MWOU D' (TABLE 2. SHEET 4). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF 8) INSTALL AS PER THE YOUR WINDOW. INSTRUCTIONS ON SHEET 2. . 8) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2.3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME WTO THE SUBSTRATE MAYBE REQUIRED (SEE SHEET 2� AND THAT MIN. #12 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLYTU13E (SEE DETAILS ON THIS SHEET). AdOmml Ambom RegAmd on each Sldeofft Rama Assem%y TAD (FAT) n WbvIM Wd* AnchwlYPe A B, 6 & D 1 if 0 0 W ��G1N r u WMdmv Halghl Andeor R B, C & D 1r -22A' 0 0 V 4pineved0Tes clui1 " PleHde dlc� Date t' Haw Ptahcet ml 89 - ti � O QPp I j Ll O a Q.uu O(y M M F CD m W S W S OAWU "� 6 'p y LYNN e/i � Q�. ; '' \,\CENSE � • ,� ' No. 58705 _ 3 t71C _ g%t3 al TE cu; b ® N W ��G1N oZ z V 'p y LYNN e/i � Q�. ; '' \,\CENSE � • ,� ' No. 58705 _ 3 t71C _ g%t3 al TE cu; Tam C 2. Group Anchor Subsbfe Min. Edge Distance Min. O.C. Embedmem Distance Anchor Photo R"uhed9 1/4' steel Window Anchors Required t' 8' 1-114' No A 9114, steal SMS (06) orD14. 410 SS SMS S. Phe 5i8" 1' 13/8" No 16083-TBAium. 3(r —Or- 0.050 NO A3S Steel 3E SW 0.050 NO ASM Stud, Or. 33 3x8' 518' .03V, 20 Ga. No B WImfoW WidthOn) S. Phe 5W 1' 13x8' NO 8083-TSAtum. Ate' No A38 Steel 318" Sfb ASO" A653 Stud, Or. 33 348' SIB' .035'. 20 Ga. 2" .Iamb order AnchorGmap A 1 S JO&DI 2 2I 25.15118' AnchorGmp A 1 S C&D 2 2744" A—WOmup A B C&D 2 2 2 30' AnclarO" A B C&D 2 2 2 33.112' Anciror A S a 2 C&D 2 38" Armhor-W A S C&D 2 2 2 37' Anchor GIOW A a C&.D 2 2 a Nellw Book 2 -lir 5' 14/4" u� Head= 2 2 SIS' 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 1" 2&1S" Jamb 2 2 A38 Steel 1l8' .050` 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Yes Filled Block 2-112" 4' I'vo Headl88l 2 2 3.35k Colorete 2 2 2 2- 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Hollow Block - 383/8" Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Head1351 a a 2 2 2 2 2 a 2 3 2 3 a a 3 3 3 3 4 3 �, Jamb 4 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 B f! 4 Fes, HeaM 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 SO alfi' 8 4 8 4 4 6 4 4 8 4 8 8 4 8 8 4 6 8 4 HeadlB@ MMI! 2 2 2 2 2 2 2 2 2 3 2 3[32 3 3 313 43 Jm* 8 6 8 8 4 6 8 4 8 a 4 8 6 a 4 8 8 4 Ft OMI a a 2 2 2 2 2 2 2 3 2 3 3 3 3 3 4 3 333666 8 8 a 8 8 8 8 8 8 8 8 8 8 a 6 6 a 6 RmJamb 2 2 2 2 2 2 2 2 2 3 2 3 3 3 3 3 4 3 7,Jamb 8 8 8 8 6 8 8 6 8 10 8 6 8 t0 6 8 10 6 �,Jamb HeaNaO 2 8 2 a 2 2 B 8 2 8 2 2 2 6 10 8 2 3 a 10 2 6 2 a 3 a 3 10 3 6 3 a 3 10 3 6 tHOadfut 2 2 2 a 2 a 2 2 2 2 3 2 2 3 3 3 3 3 3 Jamb Head/Bal a 8 2 8 2 a 10 2 2 8 2 a 10 8 2 2 2 8 10 2 3 8 2 8 t0 2 3 8 2 Tam C 2. Group Anchor Subsbfe Min. Edge Distance Min. O.C. Embedmem Distance Anchor Photo R"uhed9 1/4' steel HoOav Block t' 8' 1-114' No A 9114, steal SMS (06) orD14. 410 SS SMS S. Phe 5i8" 1' 13/8" No 16083-TBAium. 3(r —Or- 0.050 NO A3S Steel 3E SW 0.050 NO ASM Stud, Or. 33 3x8' 518' .03V, 20 Ga. No B 612 sled SMS (05) or6t2.410 SS SMS S. Phe 5W 1' 13x8' NO 8083-TSAtum. Ate' No A38 Steel 318" Sfb ASO" A653 Stud, Or. 33 348' SIB' .035'. 20 Ga. No 1/4" steel Ultreooa OMB Concrete 2-12' 4' 1 -WO' 2.am Concrete 1• 4" 1.314" No Nellw Book 2 -lir 5' 14/4" No G 812, sleet SMS (G5) or812, 410 SS SMS S. Phe SIS' 1318" Yes —3597T-5 Alum 3t8` &V Ute• Yea A38 Steel 3t&" 8x8' .050' Yes A633 Stud, Or. 33 3W SW .045, 18 Go. Yes #14, steal SMS ( or614, 410 SS SMS S. Phe fiv 1" 1318' Yes 60a3 -T5 3W 518" J"Q7 Yes A38 Steel 1l8' .050` Yes X863 Stud, Or. 33 318' Sf8' .045', 1B Ga Yes D U4" steel U Mom 2.85k Concrete 1" 4' 1I-vr Yes 2e5k Omade 2-1/r 4- 1318' Yes Nolan Stock 2-1/2" 61 1-1/4" Yes Filled Block 2-112" 4' I'vo Yes 114" 410 SS CreteFlea 3.35k Colorete 1" 5' 13/4' No Holtom Block 2-112` 5 1-1/ No 5118" steel Uthecon &5k Concrete 1-1/4" 6" 1314' No Hollow Block - Fl Stock 2-1/2" 6" 1.3/4' No NOTES: 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSMM 2) ANCHORS MAY BE HF.)OHEAD, PANHEAD OR FLATHEAD. Jamb Snubber Locations ���� ( LYNN 4f, Glens Type: PVS SOP W (Types 1, 4 & 6) (types 2, 3 & 8 B) ��oori[ a 1r max. from �a� 8 3 and None each and & 30" lose IRegWmd mux O.C. 1r max.aom 1r max.ttom mr 01each end & 30' such and & 30" rm0u O.C.Mao 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW Tip-TO•TIP. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN SELOW: 7118' ANNEALED SOP LAN. GLASS, U4' MASONRY ANCHORS 8470 CONCRETE. +701- BO PSF DP REQUIRED. NO ANCHOR PLATE CASEMENTANCHORS: A) FROM TABLE S. ANCHORS C & D ALLOW A DP OF +7171.80. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2. S ANCHORS ARE REQUIRED BO FaiC1 JAMS. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. SAMPLE CONFIGURATIONS: ® X X X O X X X O O X O X O X X X O O PJ,� tb0�•l PG}• E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F*10- a. F) E RULES ON ME(T$ 2 & , IINSTALL 1 ADDITIONAL ANCIQR ON THE FRAME ASSEMSLYTUBE 4' I 4• I FIXED CA$EMENTANCHORS (SEE SEPERATE NOA): A) FROM TASLE a. ANCHORS C& D ALLOW A DP OF +70FS3.1. 10.8• S) FOR THE JAMS. FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND 81.108TRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 28. 6 ANCHORS ARE REQUIRED IN EACH JAMB. a1' D} SIMILARLY. 3ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 1 PER RULES F CASE2MINSTALL UBE ADDITIONAL ANCHOR ONTHE FRAME ASSEMBLY T SIDE 14" -H 4" r- 48" I Approved actoytp171rta11Bh Illy FHorlda Id Cff bate r ) NOAII $l - N a O 0 g e� g r p a 0 0 0� 0 LLI 13.x" ���� ( LYNN 4f, m r$r�J P, O0 N N W OCeX4r ��oori[ a �a� O oz z 13.x" ���� ( LYNN 4f, N0.58705 S Lu STATE OF -�� •••. FLORID .✓•�,�C,. TABLES. FOR GLASS TYPES: 1) 5/16° LAMI (1/8 Mf - •090° PVB -1/8 AN) 49prowdascomAivau4lhthe 4) 7/8° LAMI. IG: (1/8° AN - 7/16° AIR -1/8° AN -.09V PVB -1/8° AN) D T 40A8 P T voom HEIGHT K Y7BH L TM SEE SiEET81 &4 FOR N NONANCHOR LOCATIONS AND QUANTITIES. (n 41� r TABLES: 04 N O LL o O 'o to o C � Q (f} Z (n a w Z ti 2 10 �0 gU FRAME W Q 10•MAX -►{ ASBFlABI.Y o '-7 0 N V TUBE TABLE 7• WWZ m ® QN mN HEIGHT mNDOW FRAME HEIO}d ASSEMBLY z li TUBE �IT10NAL 00002 o 4 taBHoow o - 10• MAX . WIDTH (41 RFA- mg Tl SEE SHEETS I & 4 FORmNDOW ANCHOR Z o i SRA LOCATIONS AND QUANTITIES. SEE SHEET ANCFWR \\ttt U l 1/77 (aL IF RED. 3 FOR ANY ADDITIONAL ANCHORS \ REQUIRED FOR THE FRAME ASSEMBLY TUSE.``q�pN �........... .!(�,� ice' wom SEE SHEETS 1 & 4 FOR NSW ANCHOR * ' H0' ala' ••' ' LOCATIONS AND CUANTITIES. SEE SHEET /;_ 3 FOR ANY ADDITIONAL ANCHORS % •0 '. u I ! 1 tL/ REQUIRED FOR THE FRAME ASSEMBLY ��O ••. TUBE. STATE OF 1) SEE t#1EET4 FORADDRIONAL SAMPLE CONFIGURATopLR. A LYM M AER• P.E. 2) SEE SHEET 4 FOR SNUBBER WAUREMENTB, P.E.688708 Dem Pressurwwom I WINDOW e (ps0 i� 8mgro tMrMotiYa, AO Ansha Groups v7Gmon wWth under23` 28•,6/18` 30' 33.1JY 36` 37` tYld@I Sfi` f74•� +70/� F7,01.90 � +7450 (74.90 170/^90 +7450 Design Pteaure Qre(j brY7Udowa Attaohed to a fteAcordel Frame AeaembiT Ttd�e . 28•,8718` f7450 i701� (7450 a745D x7450 +74.90 W6gowmdth 38-3/8' +701$0 11x$0 114$0 +7450 +707.80 f7eF9048` 26.18'18' 274` +10t-� +ld� 4707-90 +%450 114.80 67075'I�+70690+70750 m under 2r Anchor OnArp Arwhor Qroup 25.1b/16` +74.90 170750 +74882eo•.7450+To/So+ld-cab+�d5oe+ldna+Tdaaa6S' Anolror 331Y2" AraiarGtoup �f 37" A0 An AO ' AndrorGrwp +74-90 x7450 +7484.3 17478.8 +70673.7 +76rxo.1 C&Oundet23` AncharOroup +7450 +70757.2 + .7 +807-7,.8 +8d-82,4 +Bd-80.9 +/-89.3 +74.80 � +74-90 +70154.8 B tl$T.3 a1-889 t1-872 +/-b3.8 S 84• +7456 +74-80.4 70F71.3 +807821 N-842 +74-90 Design Pteaure Qre(j brY7Udowa Attaohed to a fteAcordel Frame AeaembiT Ttd�e . Deslgl PtasaBte (pas) tremadala ABetlred to a Vettkaf Fnmre Avsw�erh TWre W6gowmdth e wmaowmmh. 26.18'18' 274` � 30' 33'177 38' 3T m under 2r Anchor OnArp Arwhor Qroup 25.1b/16` Amtror Group zT-3!4" 39' Anolror 331Y2" AraiarGtoup �f 37" A0 An AO ' AndrorGrwp B qC&D AnchorOrouD B AnchotGrsup AncfrorGram Arlclwr6roup C&Oundet23` AncharOroup AnchwOroup +7450 A B C *78150 +74.80 B C&D B qC&D B gCBD A B C&0 S gCBD B A, CBD x74898 vadat 23• +7d-gD +7d -!m +74-90 BD +7d 90 +7d-90 «7d.� +7d -!C x70/-90 +?d-90 +74-90 +74.90 +74-90 +74.90 +791-90 +74-90 ♦701-90 +7450 2&15110" :74-99 +14.90 +7490 -90 +7d->� +74.89 +74.90 +Td-9fl +74.90 +701-M +1498 +10198 +7d -9D +7W$p +701-� +71Y-90 +701.90 383/8' .7490 +74.71.8 +74.90 $1 +74-90 x7490 x7490 +74.90 +7498 +7490 +7490 N4.90 a7d9D xRU•90 x74.90 +7tY-90 +7d-90 48" +7d-73.1 N57.3 +7d-80 48 X+7- +74.90 +74.90 +701.80 +7d-90 +74$7.6 +78/90 +74.90 +7d-78.6 +7� 90 +7d-99 +7d ->D +7(V-89.9 +7490 +767-78172' 505!8' N-�.3 N-543 «74-90 1.4 +74.99 yd -911 +7d-� +74-90 +74$32 +7d-90 +74-90 *7d-74.8 +Td -9D +1OR892 +Td•� +70!.84.3 +74$9.2 +74x&7 80" N56.b. +1.45,8 +701.84.7 1.8 +1$12 x7490 *Td -75.9 +7490 +i4-782 .74$8.6 +74$0.3 +7$29 +74.80.8 +707-75.2 +74-TT.7 +7d-71.2 +781-74.3 83` a/-55.? +7-436 +707$0.7 493 + +7d-77.3 +74.90 +74-90 . +;;_ +70.90 N-889 +74$4.3 +701.78.6 N -59t9 +7d-78.5 +74.71.8 +Id -73.7 N879 +7d-781 Design Pteaure Qre(j brY7Udowa Attaohed to a fteAcordel Frame AeaembiT Ttd�e . W6gowmdth e !alder 23` 26.18'18' 274` � 30' 33'177 38' 3T Anchor OnArp Arwhor Qroup Anchor Oreup Amtror Group ��� Anolror AraiarGtoup - A0 An AO AD B qC&D A B A 8 C&Oundet23` +7450 +7450 +7450 t7d-90 +7482.1 *78150 +74.80 +TO!-78.8+7dS0 t7d•74.3 +745028.16118• +70150 x70750 +7450 +74.90 +7450 +7450 x74898 17450 +7484 +7480 +745038578' f706g()+70750 +70150 +70150 +7480 +7450 +Tdg6 *7450 +7450 +7450 +70!5048' +7450 (7450 +7450 +70!50 +70750 +7450 +7450 +7450 F+:7V-7&? +7450 (7480 +7450608!8' +T45o+7or-90+70690 +767.90+T4.gp +7450 +7459 +7d5o +74892 +74892 +7459280` +70190 +7450 +7450 +7p/88.6 +7450.8 +74$0.8+74x17 +766777 +7d743+jd•74.3+7d74.383'+70!80 +7450 +70784.3x701-78.8 +74x8.6 +T4-73.7 +74-T3.T +70/-70., +74x0.1 +767-78172' +7450 +7457.2 +74x7.7+84824x84.809 x8480.9 H89.3+/893 78` +7480 +70/.84.8 +74x&7 x1$8.8 +/372 +/•872 a/-68,8 r/�,8 N888 84` +7450. +74.80.4 *74-71.3 +84821 +1542 N$4.2 FOR GLASS TYPES: . TABLE S: 1 APPMV4 as compl7Nag With the Anchor Groups 2) 7/16" LAMI (3/16 AN -.090- SGP - 3116 AN) mould Dkml 2D13 rd I WINDOW HEIGHT WINOOW ff WIDTH SEE SHEETS 1 &4 FOR W24DMA CHOR LOCATIONS AND QUANT TIES. LU ti• 06 $� 06Z TABLE 9: C4 J LL O Q 0 Q a o jr d Z SZ C0 S O¢. oZ� O to cs �U FRAME 0 U 10•MAX. -- H {s- TUBEhMLY 1 N� m TABLE 10: - -�O)N VYWOOM 1811• DOW FRAME HEIGHT HEIGHT A8SEMSLY 1 px TUBE L = Z LL tfifamm ADDITIONAL o 10' MAX Wm,1t ANCHMt °• DADCHOftIORNAi. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR (41IFREO. LOCATIONS AND QUANTITIES. SEE SHEET 1111 fit" 3FOR ANY ADDITNONALANCHORS `�� V LYNN ra REQUIRED FOR THE FRAME ASSEMBLY �� ,TON ..... moTH �- TUBE.`�`��.•' ��cENsF •`.FP SEE SHEETS 1 & 4 FOR WINDOW ANCHOR No. 58705 LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADUMNAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY = -0 S �'ri� !'s �` TUBE. :�. STATE OF IA'1. E� 1) BEE SHEET 4 FORADDrTIONAL SAMPLE CONFK•XIRAT�. /.LYNN tM '"' �'RE. 2) SEE SHEET 4 FOR SNUBBER REQUMEMENTB. PPP8870a a N>aelgn Pasasure fPa4 � BN�e W6x6owe. A9 Wlndow YY[dih Desi Presame (�i►ta Windom Attaclw+l to a Vertical trema AsaemdT Tune mrkt23' 2tY,BJ,B' 2'7.3V4` 30' 33,/2' 3S �° utu)er23' +8m-130 +8�1� +8w-430 i9w-130 i8m.130 +1130 +80F130 35• 2btm98' +8w-130 i90N130 i9a-t30- +BOf-1� i�l�•13D +fir -130 +901-t30 Acldror (ilot9 383/8` +8w--1311 +901-130 {8x-130 +801.130 +901-130 +8W--130 +80f -t30 48' ifKY•139 +8m-1� *8a-130 +801.130 +8w-1� i�130 +9�•T30 x 60 -WB +80h1� i9w-130 +8w•130 +9m-130 ' +9w-130 i90F130 +Bm-130 +7w96 89° r8m•130 1801-130 +BfV--130 i8m-130 *9m-130 18x.130 +Bm-130 Anchor Group 83• i8w-130 180/•130 +8w-130 +8m-130 +801-130 +8W-130 i9w-128.8 C8D 72' +801-130 1801-130 +901-130 1901--130 180%128.1 +90V -1Y1.8 +80J-113.8 C&D 78' +801-1� 186!.130 +89V-,� - +80f-130 +9pFt24.t +8w-118.7 +8w-107.8 Under 2r +7w90 84• i8w-130 +9w-130 +8a-130 1801-130 +8m-11&4 +Tm90 +7a-90 +Tw90 Oesidl Pressure (ps0 (a Windom Atlachedlo a fimizaNel Frame AasambtT Tube Desi Presame (�i►ta Windom Attaclw+l to a Vertical trema AsaemdT Tune WtndawWtdb wuler23" 2b15f18' 27314` 30° 331!2" WmamY Wrotl, 35• 37' Anchor Group Anchor Group Anchor Ormry Acldror (ilot9 m Anchor Group undtr23" Anchor Group 2b16118" Anchor Group 27.314" 30" All M 331Yi B 36° A B 37° A B C&0 Anchor Qroup +7490 +7w90 A+Mtor (?roup +7w96 Anchor (irony +7a90 Anchor Group r7a-7fL5 Anchor Group +7x•90 AncAm Occup rTa90 Anchor Group 2Sta18' +7x-90 A B C D A B C8D 8 A,C&O A B C&D A B C&D B C&D A B C&D *7a90 Under 2r +7w90 +7w•eo {7m-90 .7w90 +7m90 {Tw90 >7m90 +Tm90 +7a-90 +Tw90 +Ta-eD .7w•� . +7x•90 .Tw-90 .7x-90 +Tw•98 +Ta -90 .7x-90 +Tw-90 +Ta-� 2l41mt8' rTw90 +7w90 .7m90 .7w90 +7w90 +7m90 r7m90 .7m90 +7x.99 +7w-90 +7a-� a7w-90 +Ta-!� +7m-90 +7p•.90 +701-90 +7m-90 +7m-90 +7w -9D +1w-90 r7m90 38318" {Tw90 +7x•71.8 {7w90 {7m-90 a7a�81 +Tm90 +7m90 +Tw90 r7x90 .Tm90 .7a90 +7a9D +Ta-� x701.90 +Tpa9 r7mg0 +7w-90 ala•90 rTm-90 +7m-80 {7m-90 48° +Tor -73.1 +1.67.3 r7m-� +7m•80 N�84.8 rTmJO r7a�0 .7w-90 +7x-90 r7m90 *7w-87.9 +7m.9D +71Y.90 +7w-99 +Za-90 +7m-� -+7w-80 +Tm-90 .7a�88.9 .Tw•90 +Tm90 60-b18• y-�.3 y-51.3 rTw•90 +7w•80 H-81.4 +7w-90 .7x-90 +7m-� +7x-80 {7w -9p {TwA3.2 .7w-80 +Tx.� +7m-90 +7x -9D +7w-89.2 r7m-9D ' +7w-� +7d$4.3 r7x•90 80° +t-58.6 {t-45.8 rTw-&L7 .Tw-90 t/51.8 t7lY$1.2 +Tw•89 *7x•76.9 +7x.90 +7w.�.8 {Tor -70.2 +7w-10 +7m�8.3 rTm-78.8 +7pf.8D r7m-76.2 r7w-9D +701-W rTx•712 {7xA0 83" +135.7 +14 16 +7m-BO.T +7a-89.5 Nd8.3 {7x•77.3 {7m.� +7x.7L3 {7x-90 +7w-85.3 +t-88.9 a7w-90 +7w-78.5 *70!74.9 +7x.9p +TmT18 {7w-90 t7m-86.5 +l-fiT.8 +7x-80 Oesidl Pressure (ps0 (a Windom Atlachedlo a fimizaNel Frame AasambtT Tube e WtndawWtdb wuler23" 2b15f18' 27314` 30° 331!2" 35• 37' Anchor Group Anchor Group Anchor Ormry Acldror (ilot9 Ander Group Anchor Group Anchor Group Anchor Group As All M A B A,C&D A B C&D A B C&0 under 23° +7490 +7w90 +7w•90 +7w96 .7m-821 +7a90 r7a90 r7a-7fL5 .7w90 +7x•90 r7a•74.3 rTa90 2Sta18' +7x-90 +7w-90 r7w90 +7m-90 +7m90 .Ta90 r7a.8&8 .7m90 +Tw•9D 17m-84 ila9D {7x.90 38.3!8' r7a90 +7m9D +7w90 .7m90 +7x-80 +7a90 *7a90 •Tm9D +7x•90 {74.90 +701.90 +701-20 4$" +%x-89 +7w9D .7w90 +Tw99 +7m90 r7a•90 rTa-9D {7x-90 {7x-98 {%m90 {7x.90 - {%a-99 60.5!8' +7x99 +7w-90 +7w9p +7m-90 +7m-80 +7a•90 +7a90 +Tm9D .Tm-90 +Taft ,Ta -90 {7x-90 80" r7d90 +70!90 +701.9D +Tm-� r7m90 +7d-80 +1a-90 +7a•90 +Tm-90 {7m-90 +7m•80 {7a-90 83• r7a98 LION -9B *7w90 +7m.>#I r7w-90 +7a90 +74.90 .7a90 +7m90 {7x90 {7m-90 rTd-!W 72" {7d ->O {Ta -9D +7m90 +7m-90 .7x90 {7a-90 :7a-� r7a90 .7x90 {7a-90 +7x90 r7a90 78" +7a-90 +7m9D *7m•90 +Tm90 .7w90 .7x90 +7x90 r7a90 •7wdI0 {7a-90 rTa.90 +78'90 64• +Ta90 +7m90 +Tw90 +Tm99 +Tm-90 +Ta90 TABLE11. - FOR GLASS TYPES: COMO 3) 7/16° LAM[ (3/16 HS - .090° SGP - 3/16 HS) Apprvm as Com IlinttWMas 7) 7/8" LAMI. IG: (3/16" AN -1/4° AIR - 3/16° HS -.OW SGP - 3/16" HS) D r1dn °° ode 3 T 9) 7/8° LAMI. IG: (3/18° T -1/4° AIR - 3/16° HS - .090° SGP - 3/16° HS) at A afi eP,oma am T [I WINDOW HEIGHT L- a f SEE $HIEETS 1 & 4 FOR W LOCATIONSD 4UANRTms. U U e� LLLSIII TABLE 12: 04 00 (� --I LL o Q 0 a a W aZ Z_ a o Z �t- O R � U It w FRAME 8 U TABLE 13. 70' MAX _y .Y TUBE ■T ® ro T ON N WH�IDOW WINDOW FRAME HEIGHT�X4' HEIGHT ASSEMBLY TUBE I- �,{62 a w f'�m Y a Y O 10• MAX. ANCHOR (4). If REO. o Z Z w HAL BEE SHEETS 1 & 4 FOR WINDOW ANCHOR ANCHOR P Ra. LOCATIONS AND QUANTITIES. SEE SHEET SFORANYADOMONALANCHORS �� �.� LYNN � I REQUIRED FOR THE FRAME ASSEMl Y4.0 .......... .•_`F �"i wwmD _ TUBE ` eta: �ttOENSF •,'P SEE SHEET$1 & 4 FOR WFNDOW ANCHOR = * : No. 58705 LOCATIONS AND QUANTITIES. SEE SHEET - = 3 FOR ANY ADDITIONALANCHORS - RE ummWRTHEFmwASSEMBLY TUBE. : 0 •. STATE OF �i T� '•..FCOR70�`••G.��� NOTES. 1) SEE SWRIT4 FORADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MLLIPR PE 2)SEE SHEET 4 FOR SNUBBER REWIR NTS. P.Exam Pressure W°b tor8nlgle Windows, A9 ArreFror cratps Wtmowwmta �Stgn Pressure fvsfl for Wisdatrs AtteNred to a Hadxordel frena Assembly TW* unser z3• 2418118 a7-�a• 30• 33.1!2' 38' 3T• Wt�h unda23' +81y-130 +84.130 +lq1-130 +84.930 «90V-130 +801.190 +80Nt90 27�i4' 25.18/18' +80ht30 +9d-130 +891.130 +84.130 +84.130 +9Qt 190 +90H13a 38.3)5" +g4.13p +84-130 +9130 +84-1� +80f•130 +00%1 ►84.130 25.15118 48 +80h130 +8d-130 +8d•1� +84-130 +80/•130 +901.130 +94-030 B 80•b/8' +90/•1 +�q90 +84.1 P8d-130 +94.130 P901-130 +9a-0� Aetna Group 80" +901.130 +84-130 +901-130 +94-130 +80(-130 PBpt-130 +04-030 +7a -9D 83' P94-130 Pp/ -130 +801-130 +94-130 +94-130 +1101-13D +84-130 B 72' +801-130 +80V-130 +80/-1� +84-130 +80t-130 +94-1 +OOP-1� B 78 rfiiN-t30 +90h130 +80i-1� +04.130 +80At30 +84-130 t94-1� aro90 84' r9p!•-130 ,84.130 +90%130 +84-1� a8p!•t30 +Ta -90 .Ta -90 �Stgn Pressure fvsfl for Wisdatrs AtteNred to a Hadxordel frena Assembly TW* Oestgl Pressure (psfl to Windows ABecl�d to a 11B18tP1 Frame Assembly Tube Wt�h 27�i4' 3lM Wlnda,wtan 35° 37'a r�m� Anoha OroUpGf01lpGroup M Arrohor ander 23" AnchaOroup 25.15118 27.314° �" S311Y All 36' B A,CBD 3F B C&D A Anttca Group C&D Aetna Group +7x-90 Anchor (irotP +70'•90. Anchor Orapf +ro92.1 Arrct� Group +ro1.m Anchor Group +7a -9D Andra Group ' +7add.3 +7a-90 A B C O A B C80 B AC&0 A B -C&D A B C&0 B AC&D A B C&D P7a90 utda23" ,Td90 «ro90 aro90 «Td -90 +Td -80 ,Ta -90 +Ta -90 .Ta -90 ,7a�8 ,Td•90 +Ta -90 .Ta -90 +Ta -90 +Tam +7a•00 +Td•90 Na -90 .Td -90 +Ta -90 +Ta -9D � 241b118" ,7a90 +7x99 +ro90 +Ta -90 PT4.90 ,7a90 +7490 +ro90 +7x•80 «Ta -90 «7a30 +Ta•99 +Ta -90 «Ta -98 «Ta -90 ,Ta-� «Td•90 •Td -90 «Ta -90 +Td-� +ro99 983/8° «7490 P%71.8 - +ro90 *7a96 P7dA1 P7d90 «7x90 P7a90 ,7a•90 +7x90 rro90 +ro90 Pro90 +ld 80 +ro90 Pro90 +7490 Na90 *7490 +7a90 +749D 48• +roJS1 H-57.3 +74.98 +ro90 ,!94.8 Na90 +Ta90 Nd90 +7x90 +Ta•� rro97.8 +ro•80 +701-9D Pro•80 ,ro-90 P7d90 +74.90 +74-90 •ro9&9 P7490 +ro90 80.518" +/-�.3 H -H4.3 +7490 «7a-90 H.81.4 +7d-90 +74-90 +74-90 +7x90 «Td-� +7a-03.2 «Ta.90 +7a90 ,74-90 +7a•90 +7a�&R2 «7x•80 +7a-90 +7d•&t.3 •Td-� �" H-58.8 .l-0.5.8 +7a•84.T N490 H-61.8 +7a91.2 +7490 «7a•T8.9 +7a-90 +7a-89.6 «7a-70.2 +70/9D «74.80.9 «7a-78.8 +Ta90 +Id•Tb.2 +Ta -90 «74.90 +Td -71.2 +7d-90 83° PlSb.T H-43.6 +74�T +7a-898 H-49.9 - +7a•T7.3 «7d.9p +7a-72.3 •7a•80 «Ta.85,3 +/-68.9 +7x•90 r70i-78.5 «7a-74.9 +Ta90 +7d-71.8 +Ta•90 «7d-88.8 H-87.8 +70t-90 �Stgn Pressure fvsfl for Wisdatrs AtteNred to a Hadxordel frena Assembly TW* eWlrulrw Wt�h 27�i4' 3lM 33.117' 35° 37'a r�m� Anoha OroUpGf01lpGroup Arrohor Arrohor Aticha G+WD AnchaOroup AaaherOtoup All AO B A,CBD A B C&D A B C&D urMa23' +7x-90 +ro94 +70'•90. +%90 +ro92.1 +7x-90 +ro1.m +7a -78.b +7a -9D +Ta -90 ' +7add.3 +7a-90 2415118' *ro-90 +ro90 +7x90 +7x-90 +ro9D +7x-90 +%88.8 +701-9D +Ta -90 +74-84 +701-90 +74-90 383!8" +ro•!EI +ro90 +7aA0 P7a90 +row *7a90 Pro•90 +74.90 +70l -9D +7a -9D +74.9D +7a-90 �i 48' +7a1.� +roJ90 *7aA0 ProAO +ro-90 +%� *roA0 +7a90 •701-90 +7x-90 +701-90 ,la -9D 50618' +%90 +7a90 +ro1�o +ro-90 rro90 *Ta90 +ro�o +x4-99 •Ja-90 +7a 99 +%90 «7a-90 60" +74.80 ,ro90 +7a� +ro99 +ro-90 +7a-90 +ro90 +74-90 •7d -9D +7a-90 +70t-90 +7x-90 3 83' +ro9a +ro-96 +7d-90 +ro4a +ro4EI Na -90 +row +Ta -80 +74110 +7a -9D +749D P7a-90 77' +7x.90 +roAO +7x90 +row «7490 +70'-90 «7a-90 r70T-9D +Ta -90 +74-80 +7a -9D *74-90 TB• *7a-� +7a90 r7a•90 +ro90 +Ta90 •ro90 +ro-so r74 -g0 *7a -9D +7x•90 +74-90 +7a-90 84' +Ta -90 +7a90 +row +ro90 +7a�8D +ro90 TABLE 14: FOR GLASS TYPES: �� ' 5) 7/8e LAMI.10: (1/8e T - 7/18e AIR -'1/8a AN - .OS(rPVB -1/8e AN) y t n,, �, cep 1,trl�g%fth the FlorWa 6Wtrp e JyAIAtl IDs WINDOW HEIGHT womm WIDTH SEE SHEETS , & 4 FOR J WIHDOWANCHOR q LOCATIONS AND 411ANTRIES. LU g z TABLE ft P 0 LL o- o � o 0 Z W O z � FRAME 10• MNL TASLE 16: 7 m {2^J HEIGHT OvId WImOW FRAME v�ANDOW ADDITIONAL o xHEIGHT ASSEMBLY � WIDTH 1� ANCHOR'hTSE (4, IFREM t, SEE SHEETS 1& 4 FOR WINDOWANCHOR,0•MAX LOCATIONS ANDQUANTITIEB.SEE_SHEETANCHOR AL 3 FOR ANY ADDmONAL ANCHORSANCIiOR - REQUIRED FOR THE FRAME ASSEMBLYWaNlmW(4J,�I�O. TUBE. �•'�,.6ENS ` WgTDI k No. 58705 SEE SHEETS I & 4 FOR WINDOW ANCHOR _ DATIONS AND QUANTITIES. SEE SHEET - 1Y 3FOR MFYAODmONALANCHORB '"O' }� N$N� -` REOWRED FOR THE FRAME ASSEMBLY ST TE OF TUBE. ST Te !� 1) SEE SHEET 4 FORADOMONAL SAMPLE CONFIGURATIONS. A. LYNN MLLER, P.E. 2) GEE SHEET 4 FOR SNUBBER RBQU IT3. PE.i8B706 Design Preserae (pafl br Single WlMows, All Arolmr (Groups OeslBn Pressure (ps0 hr Wbgoaa Attached to a Horkontal From AaeemblT Tube W6gbw Widih Design Pressure (pary for WOdotve A�o,wl to a VeMoal Flame AseemMy Tube under 23• 2618118' 273/4' 30' 33.12' 35' 3T undeT23' +7-80 +701.90 +7Gd-90 +701-90 +701$0 +707$8 +701-80 26f611� +701$0 +7CN50 +70!$0 +70%90 +70150 1701$0 +70/•9q 38318` +70V-� +7q� +70/$0 +701.90 +701,90 +7-90 +701.90 under 2.4' 48• +701.90 +701$0 +70V-90 x701.90 +74.90 tTOF90 +701.90 50.'98' +70V$0 +759 +701.80 +70/-80 +70!•80 +70V-90 +7.80 p 80• +7W50 +701$0 x70/50 +70180 +701$0 +70158.8 +701$4.8 +70!-00 83` +701.80 +Tm-9a +70/•80 +TOF.90 +Tor37.a +7x•94 +Ta-TeR 0 72• +701$0 +70h90 +70158.8 A t80P-70 !801$9.4 x80187.8 B 78• +70f-90 +TOP -80 +70!36.3 +701x8.7 +�$T.2 +801.85.2 t�$3.3 1701$0 84• !70150 x70150 l7Q7$1.3 x80/70 +801$1.8 +701$0 a7gF80 OeslBn Pressure (ps0 hr Wbgoaa Attached to a Horkontal From AaeemblT Tube Design Pressure (pary for WOdotve A�o,wl to a VeMoal Flame AseemMy Tube . WMdowWpOh uMer23• WkldowWNfth 27.314• 30' 33.12'• 38' 3T m . under 2.4' Anohm GraiP Anchor Group 2&,8!19• 2T 314• 30• ArrotrorGroup 3&,2` 38' A8 3T AO B A,C&D p ArroMrGroup C&D A prrobor Group C&0 prmlrorGroup Armlror Group t70N50 +70!-00 AsohorGroup +70190 Arohor Group Anchor Qreup !701.90 A 8 C 0 A B C&D B A,C&D A B C&D A B C&D B AHC&D 8 A,C&D !70%60 urM�23• t70150 x701-� 1701$0 +70190 +7b$0 +701-90 +7-90 +701$0 +7�� y01-� +701$0 a7gF80 +701.90 +701$0 +7�$D +701.90 a7�$9 +701.90 +7g1�8D +70/50 2615118• +701.80 1701.88 +70f-80 +701$0 +7EI50 +70/50 +70/50 t7EI•80 +701$0 +70180 +TGV -90 +70F80 x701-90 +7�-g0 +70!-90 +7.90 t70V-90 +701$0 +701$0 +70150 38318" +TO/ -80 +70f-71.8 +TO!$0 +.781.89 +7�$1 +7.90 +701-� +70/-g0 +701$0 t7fY$0 +7q-80 +70/y0 +701$0 +701$0 +70!$0 1701$0 '+70/$0 +701$0 +7�$0 83• 48' x781.73., +1-87.3 +70180 +70/80 +/.84.8 +7-90 +70!$0 +701.90 +701$0 +70180 +701.87.8 +701 +74.90 +79/.7&8 +70190 +7.90 +70fS0 +70186.9 +70b� . 8?8/8' +/-gg-3 H$4.3 +78190 +70V•90 fi/$1.A 47W-90 +70/AO +70/-80 +7W,90 +70!$0 +70/$32 +7d$0 +7Q�•80 +70174.8 +701.90 +701$92 t70h80 +70/-84.3 +701$0 +8M•83.3 80• +/$B.8 H•48b aTOb84.7 +701$0 +161.6 +701-812 +701$0 +701.76.9+701$&6 +70/-702 +781.90 +701.60.3 H$2.8 +701$0 r7� 7&2 +707$6.8 x7017,.2 +701.84.8 83• H-56.7 H�43.8 fiTO/•80.7 +70158.6 +148.3 +74<TT.3 +701$0 t7q_7y3 +701.80 +T�58.3 11.88.9 +70180 170178.9 H-88.9 +7$72 +70/.7,.8 +70184 H$7.8 +70!•79.9 OeslBn Pressure (ps0 hr Wbgoaa Attached to a Horkontal From AaeemblT Tube WMdowWpOh uMer23• 28 -,SMB' 27.314• 30' 33.12'• 38' 3T Anchor Group Anchor Group Anohm GraiP Anchor Group Anchor Group AnobortGtoup ArrotrorGroup AN A8 A4 AO B A,C&D p B C&D A B C&0 under 23• t70N50 +70!-00 +701-9D +70190 +78/.82.1 +701$0 !701.90 !7.78.6 1701.90 170P-90 +70/74.3 !701$0 261BM8' +70150 +701$0 x70/50 +701.80 +701.90 +701.80 !70!$8.8 +701$0 +7C/50 !70134 l70N50 !70%60 38318' +70/$0 +70!•80 +70150 +NLN -80 +7EI$0 ►701-80 !70/50 +70.x50 x701$0 +7EI•� +7.90 +7M•80 48• x70150 +70150 +70/50 1701-80 +750 +701$0 y0150 +7050 +701.80 !70/•88 17W50 +701 6052• x707.90 +70150 +70!50 +750 +70/50 +70150 +70150 +70150 +701$0 !70150 170V-80 i70/$D 80' fi70/50 1701$0 +70750 +70N50 +709.80 l70I-90 +701.8&8 t7N5t48 +70158.8 +701$4.8 !70(54.8 +70/$4,8 83• t701lm +70180 !70159 l7W50 !701572 +701.872 4701.84 !70154 470/.64 170/78.9 !79179.8 +70W8.9 72• !70!•80 +70150 +70188.8 1701$,.8 - +80170 .x89170 +StV$9A +80189.4 a80J•88A 180%87.6 +1$7.8 +801$7.8 78' !70150 +70150 +Ta -86.3 +701-7&7 !801872 x801$72 +1$82 a8�$82 18y552 a�t$3.3 +8M•83.3 84• +70/50 fiT0/50 'x70/5,.3 +80! 70 +801$1.8 !80181.8 TABLE I7., FOR GLASS TYPES: , 6).71W LAML IG: (3116" AN -1/4" AIR - 3/16" AN -.090- SGP - 3/16" AN) ��. �v+ atlhta� 8) 7/8" LAMI. IG: (3116"T -1/4" AIR - 3/16" AN - .090" SGP - 3116" AN) Dae ACOA M D de By 1gINUM HEIGHT �� 4WD7N SEE MEETS 1 &4 FOR [W LWINDMANCHOR Q. ANTITIES' r fn Q I- ad z� TABLE 1& ' LL 0 . OW. 0 (3) W I - m Z zS2 LLJ a z t- ui FRAME 10' MAX -->••I �-+-- Y TUBE TABLE 18: "(-,� T �-WINDOIN HEMHT ffi WINDOW FRAME 0 %oQxo' y ASSEMBLY = ADDITIONAL tl _ TWE WWDOYT .100 O NNOTH ANCHOR u Y 10` MAX. (4L IF REQ. c z z ADDI71oMAt SEE SHEETS 1 & 4 FOR WINDOW ANCHOR D ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET K f4L ff REO. SSU RED FOR ANY THE FRAME IONAL ANCHORS ASSEMBLY ``��a�N(• 4YNN aq4 ��,, YlO�OW TUBE WIDTHi SEE SHEETS 1 & 4 FOR NDOW ANCHOR No. 55705 LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHO S •p t, f l8 t� REQUIRED FOR THE FRAME ASSEMBLY t IUSE. ,�-0 '. STATE OF ii .t� FLORIOP•' • U.��� NOTES ss/f 1 NAT- 1) BEE SHEET 4 FOR ADDITIONAL SAMPLECOHROURATIOI�. 2)SEE SHEET 4 FOR SNl1BER REQUIREMiEWS. A tYhSr MALL= P.E. P,E9887O5 a Design Pressure 1paQ for Single Wfrdave, AO Anchor 6mupa Wfndwn WkNt wafer 23` 28.98118' 27.3J4' 30' 33.1Yd' � 3T Oder 2r ,9m-730 •�/-130 +907 -tom +8a-130 +9m-130 +8a-130 +8m-130 28.18H8' +9W-130 +130 +8�1� +�1-130 +9m-130 +71G' -tom +8m-130 383/8' +8W-130 +8m-190 +8m-130 *�/-1� +9M-1� +W -13D +8m-130 48' +807-130 +80h49D , +801.190 +80V-1� +8W-1� +80%t30 +801-0� BO.9d8' +8m 190 +801-130 +80!•1 +80V-130 r8m-130 *80d-190 +80/-030 80' x801-1� +Bm-030 +801-130 +0a-130 QW -130 +BGV 190 +80�F'I� 83' x8a-1� +BO1-130 x8m•130 +9m--130 +9m-130 +gq•130 x801-130 T2' x80%130 +80h130 +8m-130 +9m-130 +9m-1� +�90I.124.8 +80/•118.7 7B- +80%130 +gam 130 +8m-130 +8m-130 +g�-128.2 +W-118.7 Daelgn Pressure (psfl for Wfmtaare Attached to a Hod>:ordel Frame Aseenobty Tube etlKndow Deaigt Pressure (psij to WhMays Atiattmd to a Vertical Freme Aasemiiy TWre Wlr9h under 23• 2&18✓18' 27.3f4' 30" 93.112` Whrdsw Widh �' An¢!mi Orgy Anotror' Group ArroFmr Group Analar �4uP ArrWror �P m ands 23' 2515118' 27.314' A0 3(h All � 33112` qC&D 3b" B C8D 37° B C&O under 23• tixha Group ,7m.9p r7m90 Anchor Group +Tm821 auchar Dr«ap +7m90 Anchor soup +7m•90 Anchor Dray +7m.74.3 Arrcha Group Anchor Orcup +7m90 +70V90 +7m90 A B C- 0 A B C&D B gCBD A B C&D DEA A +001-109.8 C&D 84' +001-1� +fit -130 +90h1� +9m-130 +80f-118.4 untla23" +7m90 •7m-90 Daelgn Pressure (psfl for Wfmtaare Attached to a Hod>:ordel Frame Aseenobty Tube etlKndow Deaigt Pressure (psij to WhMays Atiattmd to a Vertical Freme Aasemiiy TWre Wlr9h under 23• 2&18✓18' 27.3f4' 30" 93.112` Whrdsw Widh �' An¢!mi Orgy Anotror' Group ArroFmr Group Analar �4uP ArrWror �P m ands 23' 2515118' 27.314' A0 3(h All � 33112` qC&D 3b" B C8D 37° B C&O under 23• tixha Group ,7m.9p r7m90 Anchor Group +Tm821 auchar Dr«ap +7m90 Anchor soup +7m•90 Anchor Dray +7m.74.3 Arrcha Group Anchor Orcup +7m90 +70V90 +7m90 A B C- 0 A B C&D B gCBD A B C&D DEA A B C&D B gCBD A B C&D untla23" +7m90 •7m-90 .7x30 +7m90 .TOf-9D r7a.90 .Ta -90 ,Ta-� «7a•90 .Ta -99 +7a-90 +Ta -90 +Ta -90 ,Tm•90 +7a•90 •Ta90 .Ta -90 +Tm-90 +Ta -90 +7a-� ,.251&18" «7m-gp rTa-90 ,7m�90 +7x•90 r7a-80 r7a-90 r7m-99 +7a-90 ,Ta -90 +78f -9(y +7W-90 +la•90 +Ta -90 +7a.90 +Ta•90 ,Ta -90 ,Ta -90 rTa•90 r7m•90 +7a-90 7mA0 38318" r7m90 x7(y71.8 +7bt90 x7m90 +7mb1 x7m80 x7m90 r7m90 x7a-90 +7m-90 x7a90 +7m•90 +Ta90 +7a90 +7a-90 +7m-90 +7a-90 rlm-90 +701.99 +7m-90 48` «Tm-731 H-�.3 +7m•90 +7a-90 y�84.9 +1m-80 r7a-90 +7a-� +70'-� ,Ta.90 +7a•87.8 +7a90 ,7a38 +7a•90 ,70'90 +Ta -90 +Tm-90 +7a•� +7a-�.8 +7a99 50518" x/•89.3 +/-54.3 r7a-90 +7m90 x!81.4 xTm-9D x7m-SO r7a90 +7m-� +7m�83.2 +70190. r7a-90 +791.90 +7x90 +7m-892 +7m9D +7m•90 +7x•84.9 +70190 80- y-58.6 +t-0.4.8 +7m80.7 +7m90 +!51.8 +7a81.2 E." +7m90 +7a-75.9 r7a90 +Tm$9.8 +Tm•7Q2 +7m-78.6 +Ta90 xTm-752 r7m-9D r7p6� +7(k-71.2 +Ta -90 83- - +t-55.7 x1-04.8 r7a.�,7 rTa$9.5 N-49.9 rTfY-779 x7m-90 r7a-723 - +7a� +Ta -&R.3 xt98.9 r7a.� x701.78,5 .Ta•74.9 +7x90 +7a•7t.8 x781.98 +Ta•8tkb H•61.8 +7m-� Daelgn Pressure (psfl for Wfmtaare Attached to a Hod>:ordel Frame Aseenobty Tube etlKndow Wlr9h under 23• 2&18✓18' 27.3f4' 30" 93.112` 95" �' An¢!mi Orgy Anotror' Group ArroFmr Group Analar �4uP ArrWror �P Anchor OreuP ����' AnClrorGtoup A0 All All A5 B qC&D A B C8D A B C&O under 23• x7m-� ,7m.9p r7m90 x7m90 +Tm821 +7m90 +70V 78.8 +7m•90 +Tm90 +7m.74.3 +lm•80 2518118' +7m90 +70V90 +7m90 rTm90 x7m90 7m•88.8,7m90,7m90,70V84+7m90*7m9038.918'«7m90+70J•80«7m90Nm90+Tm90+Tm90+7m90«7m90*7mS0+7m90+7m9048'+7m90x7m-90x70/90 x7m-90 +7a90 +7m90 *70090 ,70080,7md� +Tm90+7m-90 605✓8'7m90+7m9p+70!90 +70190r7m90 +7m90 x701.80 rTm4pr70/4� +70/•80 +7m90�' ,7m90 +7m90 +7m99 ,7m99 +Tm•9D U+7 7mA0 rTm•90 +7x90 ,70/-� r7m•90 r7m•908S' r70%8D+70190,7m90 r7m90 +7m90 7m90 +7m90+7m•90701.90rTm-9DM' +7m90«7m� x7m90 +Tm90r7m•90 7m•90 +7m90 +7m907m90Tm90*7m9078' +7m90 +7m90,7m-90 x701-90r7m-907m•90�+7m•90 +Tm4m +7m-90 +7m90rTm-90+7m90 +7m-90 +7m-90 +7m-90 Item Dw8.0 Deeoriptton Material 1 7002 Main Frame Head, SBI &Jamb W83-76 Alum 2 7071 AnclorPlate SM346Alum. 3 7003 Sash TM Bottom & Side Rail 6063.78 Alum 4 7008 Frame Corner Key Steel S 7009 Sash Corner Ke Steel 6 7078 Frame Gasket Vinyl Foran 7 7072 Sash Corner Gasket Vinyl Foam B 1 7070 Illulb Weetherstrl .187°x.275" Flex PVC 70 10 1 7024 Maxim Multl-Po1nt Lock Steel 11 7026 ILock Support Plate Steel 12 7014 Multi -Lack Keeper Steel 13 7013 Tie Bar Guide Nylon U{ 7035 Tie Bar Assembly Steel or 88 1s 7028 Maxim Oved Oneraltor. WW< -241 Steel 16 7027 Maxim Dual Ann Operator, WNh24° Steel 17 7030 Operator Gasket Vinyl Fawn 38 7031 Operator BackinPlate Steel 19 7051 OperatorSpawrBlock Nylon 20 7032 Stud Bracket steel 21 7033 O eratorTrack & SUder Dual Arm Stew 22 7023 Egress Hinge (Heavy Duty), Manuf. byTruth Sted 23 7050 ftress Hinge/Washable (HD), ManuF. byTruth Stec 24 Snubber Anti -blowout Clip alae! 31 DureSeal Spacer Steel 32 1713 Seton Block 5/32°x3/16"X1- 4° EPDM 33 1714 Settin Block "x7 Wx1.1/4° EPDM 35 7036 Lam! Bead 8 60113-T6 Alum 36 7042 Lam! Bead C 8083 T6 Alum 37 7059 Lams Send 0 • 6083-T6 Atum 38 1224 Vinyl Bulb Ws Ick Flex PVC 70 39 3225 Vinyl Bulb In Flex PVC 70 SO Dow 899 Silicon Baftedding 60 1 7006 Screen Frame 3105•H14 Alum. 61 7040 Screen Comer KeyPolypropolene 62 Screen Cloth FSxxgtass 63 1635 Screen Spline EM. PVC 64 32D Screen Spring stowess Steel 70 134 Add-on Flange 0063-T6 Morn. 71 7004 Frame 'Ube 6083.713 Alum. BO I Ng32x a Ph. Pn. Mach. ScrTYPE B Stainless steel 81 1157 1#8 x 21 Ph. Pn. SMS Stabdeae Steal 82 88 x ge Fl. Ph. SAS Stainless Stec 83 #8x7 8e FI. Ph. SMS Stainless Steel 84 #gx 1a Fl. Ph. TEK -Stainless Steel 85 #Sx r Quad Pn SMS Shirtless Steel 86 88X 1-1129 Quad Pn SMS Stainless steal 87 #10x IM Ph. Pnj TEK Stainless Steal 89 810.24x9/16°Ph.Pn.TYPEF Stainless Steel 90 I 1#12x:VPh.Pn.TEK Stainless Steal ASSEMBLY DETAILS ALL MAILS SHOWN FROM THE INTERIOR AS T, w SASH M NY LYNN 47/,'��ii�. No. 68705 �Q�3TU13 w� STATE OF 0 i�.t�.,.F1OR10P - ,a . .082' 1 NOM. 47734' 2.918' .438' —►� I Ow rv�NOM. 7.169• 2.784' 2138• OFRAME HEAD, SASH TOP, SILL & JAMB v BOTTOM & SIDE #7002, 6063-T6 #7003, 6063-T6 35 BEAD B '040•—iF .4;q1• J I 42W .088' OANCHOR PLATE FIXED $0 SCREEN FRAME #7071, 6083-T6 #70(16,6011346 460' .706' ' �Aar .w T -f 35 BEAD B BEAD C O #7036,6063-T6 #7042,6063-T6 i r .172' AM 37 BEAD D #7W9,6063 -TO �+- 2.203' .085' lO ADDON FLANGE #134,6W3 -TO APDrorctlase mplykawn Rw Florida en4o C a Dake I ryoAa M t J ROSOWSKI 107D TECHNOLOGY DRIVE Tww N. VENICE. FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08!08/12 P.O. BOX 1529 NOKOWS, FL 34274 g i g Sheaf: Growing No. Rev: CERT. OF AUTH. 029296 CA -740 NTS 10 OF 10 MD-CA740-LM —►I 1.124' + .12G 2.701' .082• 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 �+- 2.203' .085' lO ADDON FLANGE #134,6W3 -TO APDrorctlase mplykawn Rw Florida en4o C a Dake I ryoAa M t J ROSOWSKI 107D TECHNOLOGY DRIVE Tww N. VENICE. FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08!08/12 P.O. BOX 1529 NOKOWS, FL 34274 g i g Sheaf: Growing No. Rev: CERT. OF AUTH. 029296 CA -740 NTS 10 OF 10 MD-CA740-LM TV_a . C 1Ze;ti I JUL 112014 WITY MIAMI•1 ADE DECOUNTY R1601111 ICL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES OUR 11805 SW 26 Street, Room 248 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 -NOTICE OF ACCEPTANCE (NOA) ivwmmInmid ade.govieconomv PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or tha AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as. described herein, and has been designed to comply with the Florida Building Code, .including the High Velocity -Hurricane Zone. APPROVAL DOCUMENT: Drawing No. MD-CA740F LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami --Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade .County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. riralrli�aaoa: coula-r�r "I Expiration Date. April 11, 2018 Approval Date: April 11, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, dated 08/08112, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series CA74OF aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7063, dated 09/17/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, 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) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGIas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1, Statement ' letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. Amu Manue Per. Product Control ami r NOA No.1 »I .11 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT FIXED 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 (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE W IN THE HVFQ, THE OUTBOARD LTTE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADECOUNTY APPROVED MPYANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UMTS AND CONCRETE WITH MIN. K8I PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD SUCKS LESS THAN 1-1/YTHICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD SUC( DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. . 8) ANCHOR EMBEDMENT TO BASE MATERIAL SHALT. BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF S1FFK:3INT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRWF- INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SFJLLINGWLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTION& 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTWITE USE SHINS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E130M B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-=% STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT. MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FEL -7089.3679.3880, 3724: ELCO ULTRACON NOA. ELOO CRETEFLEC NOA: ANSI/AF&PANDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL DESIGN PRESSURE RATING IMPACT RATING VARIES. RATED FOR LARGE &SMALL SEE SHEETS 0.10 MISSILE IMPACT RESISTANCE C MAX. _ ( Sr Vlslr WIDTH (DLO) B, SEE SHEET 2 C MAX � 89' VISIBLE LIGHT HEIGHT (DLO) 23' O.C. MAX IF HEAD OR $I— IS 80' OR LESS. 76' HEIGHT IS*t O.C. MAX IF HEAD OR SILL IS OVER SV. TYP. ELEVATION OF FIXED CASEMENT WINDOW TABLE 1: Glen Types Stoat 8 1 6/18' Lemi u8 AR -.090' PVB -118 An 8 2 71107 Left 18 An -.O S -MIS An 8 3 7118' Land 18 HS -.097 SOP -3118 3 9 4 7/8" Lmrd. IG (u8 An ^ 7118' Air- V8- An - -090' PVB - VW An 10 6 7Ar1".10118'T- Tile" Atr -1/8'An-.0WPVB-118"An 7 8 718' Lend. 10 16' An -1/4' Atr - 3/18' An -.OBD" SGP - 3/16• An 8 7 7/8". 0 (3118° An -114" Atr - 3118' HS -.ow SOF -VIS' HS 9 8 n8'LZLG(3118°T-114'Atr-3118'An-.000'SGP-3118'An 8 0 17Ar Laml. IG (3/18- T-114' Atr - 3118' HS -.090' SGP - 3118' HS 1 9 No.68705 • ccjr'k ���0 • AT OF �i�Fa_ FLOR19Pra(�`` A ShrLAMMED GLASS STAG( --� GENERAL NOTES..,-»..»»-»». 1 ELEVATION 1 GLAZING DETAI 8» 1 INSTALLATION-- 2 ASSEMBLY TUBE DETAILS........- 3 ANCHOR SPECIFICATIONS— 4 ANCHOR QUANTITIES_.. 4-5 DESIGN PRESSURES &10 ASSEMBLY DETALLS/80101.._.........11 No.68705 • ccjr'k ���0 • AT OF �i�Fa_ FLOR19Pra(�`` A ShrLAMMED GLASS STAG( --� 7AS'LAMMTED �'— mass STACK (. lw ANNEALED .WTOUPONT WrANNEALWOR .W MAIONISW SUTAC M PV8 HEAT-STRENGDWM X188 3RTANNEALW OR ANNEALED 98 HEATRTRENGTHEN (i1A88 GLASS fGLA33 --�- 1u 61 ,� 11/18';(GLASS GLASS TYPE 1 GLASS TYPES 2 & 3 VrNM WASSSTAGC 1 GLASS A9NATED 61AS39Ti1CPt SLAWSTA'ATED (eA888TACK GLA898TACI( 1A'ANNEALED 3HWANNEALBDOR 7na'AQWP JABS IWAWSPAW-- T 1 1'-'lll Y HSATlt�TSTRENOTia'4➢ ».....e.. e...,e .WD'OUPOIIT ons• � I �' ---------- il" 54. 111116' GLASS IlfIWGLASS 132 © Q 0Zv Nm 7AS' TEDGLASSSTACK 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1526 NOKOIIS.' FL 34274 CERT. OF AUTH. 029296 tu18' GLASS `-� 4ppmedattemidyinnItbdo GLASS TYPES 8 & 9 n� Revised By: Dote: Rerrerac 729 ro a Bp Revived 831: Dote: RavHarore aoan 931 GG ENE EM NOTES & ELEVATION J ROSOWSKI FIXED CASEMENT WINDOW DETAILS - LM 108/08/12 NTS 1 1 OF 11 1 MD-CA74OF-LM INSTALLATION EDGE OPTION 1 DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET4 WINDOW HEIGHT 35.37 VISIBLE LIGHTIG HEHT EDGE DIST EMBEDMENT t INSTALLATION AANaE OPTION 2 INSTALLATION CONCRETEICMU ANCHORS DIRECTLY PERANCHOR INTO MASONRY. REQUIREMENT TYP. ANCHOR •�:.e':..'. TYPE. EMBEOMENTAND EDGE DISTANCE -4 PERSUBSTRATE. SEE TABLE 3, SHEET4. EDGE DISTANCE �_ •a. EMBEDMENT 70 OPTIONALADDON FLANGE ® HEAD. 3018 JAMBS NOTES: 1) USE ONLYSUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 3. SHEET 4. FOLLOW EMBEDME NTAND EDGE DISTANCE LIMITS. ANY INSTALLATION SEE DFren Al. BE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER sUBs'DRATE, SEE TABLE 3. SHEET 4. INSTALLATION OPTION 3 WSTALLATIONANCHORS THROUGH IX BUCKSTRIP INTO MASONRY. - 4 II ml a;i =�_� •• i • IW MAX SHIM BUCK WIDTH AS REQUIRED PER TABLE 3, SHEET4 INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. #12 STEEL r SELF -DRILLING SMS, SEE TABLE 3. SHEET4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. �---- VISIBLE LIGHT WIDTH (DLO) -----►f 1 EXTERIOR WWDOWWIDTH HORIZONTAL SECTION A A 10'MAX —►j �-- 1 DETAIL Al 11f11IItfl ' Zoa� ........ j ' N0,58705 • ��* ' .kAw: � •'. STA : � � � i'��. '•. !LORI... A LYNN HILLER P.L PJE. ssm F- a Wlabhv Witt SUCK OPTION SHOWN MAY BE USED ON ANY EXTERIOR 750 0 0 HEIGHT SIDE OF THE WINDOW. a 28'r 2) ALL WOOD SUCKS LESS THAN 1 -IAC' 1 Window THICK ARE TO BE CONSIDERED IX B.C80 1T-2 72 20` 0 0 INSTALLATIONS. IX WOOD BUCKS ARE 23' • 28.0' 0 1 OPTIONAL UNIT MAY BE INSTALLED 1 DIRECTLY TO SUSSTRATL WOOD SUCKS DEPICTED AS 2X ARE 1-1PX THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY . TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION 18 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM rA SHIM THICKNESS TO BE 1w. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER sUBs'DRATE, SEE TABLE 3. SHEET 4. INSTALLATION OPTION 3 WSTALLATIONANCHORS THROUGH IX BUCKSTRIP INTO MASONRY. - 4 II ml a;i =�_� •• i • IW MAX SHIM BUCK WIDTH AS REQUIRED PER TABLE 3, SHEET4 INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. #12 STEEL r SELF -DRILLING SMS, SEE TABLE 3. SHEET4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. �---- VISIBLE LIGHT WIDTH (DLO) -----►f 1 EXTERIOR WWDOWWIDTH HORIZONTAL SECTION A A 10'MAX —►j �-- 1 DETAIL Al 11f11IItfl ' Zoa� ........ j ' N0,58705 • ��* ' .kAw: � •'. STA : � � � i'��. '•. !LORI... A LYNN HILLER P.L PJE. ssm Poll mcnell 1- wm 1070 TECHNOLOGY DRIVE N. VET•M FL 34275 P.O. BOX 1529 NOK0MIS; FL 34274 CERT. OF AUIH. 029298 NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Adalmd Arohms Ragvhed an each Side ofths Imre AssemWYTube A F- a Wlabhv Witt 10' MAX B, CSD 750 0 0 23'•28.0' 0 1 28'r 1 1 Window SEE DETAIL. A2, BELOW Poll mcnell 1- wm 1070 TECHNOLOGY DRIVE N. VET•M FL 34275 P.O. BOX 1529 NOK0MIS; FL 34274 CERT. OF AUIH. 029298 NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Adalmd Arohms Ragvhed an each Side ofths Imre AssemWYTube A F- a Wlabhv Witt kwwTAM A B, CSD 750 0 0 23'•28.0' 0 1 28'r 1 1 Window An"ryiso A B.C80 1T-2 72 20` 0 0 23' • 28.0' 0 1 28'r 1 1 G NERAL NOTES & ELEVATION VISIBLE LIGHT FORMULAS 1MDTH: WAN DOW WIDTH - 7 HEIGHT: WINDOW HEIGHT -7 =,edas wMdw i+lsHde Date F4� Bp Omen er. J ROSOWSKI FIXED CASEMENT WINDOW DETAILS - LM 108/08/12 CA -740 , NTS 12 OF 11 FIXED CASEMENT (0) FOR SINGLE UNITS 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOURANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS S•10, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF7 FOR SVAUE IMNDOWS, ALL ANOHOR MP3. 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR MIGHT DIMENSION SHOWN ON THE TABLES. 0) USING THE TABLES LABELED (TABLES 2A & 28, SHEETS 4 & 8� DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD. SILL AND JMffiS OF YOUR WINDOW. 0) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. FIXED CASEMENT / CASEMENT (OX) AWNING I CASEMENT / FIXED CASEMENT (XXO) FIGURE 1: FIGURE 2: 740 AatwINo sERE:B / __-WINDOW` D FRAME / CH / ASSEMBLY-- / TUBE 10", SEE NOTE 7, ►D THIS3HEET � 7 740' I 740 E / SERIES FRAME FD(ED ASSEMBLYC�I FRAME CASEMENT TUBE wmDo Y' ASSEMBLY---� o WAV E TUBE rIJ / \40SER�S ITX� / NOA FOR WINDOW INSI CASEMENT TALLATION SPEG`R MIN. 012 X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FRAMEFDOS1 EXTERIOR ADEM CASEMENTTUBE WINDOW HORIZONTAL SECTION O•C FOR EACH WNDOW IN A COMBINED ASSEMBLY: VERTICAL SECTION DA 740 SERIES AWNING WINDOW —ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERIOR 1) DIMENSIONS MOWN ARE TIP -TO -TTP DIMENSIONS FOR EACH INDMDUAL WINDOW. FOR SIZES NOT MOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT. AWNING OR FDMD CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALLWINDOWS. USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL W WDOWS INTHE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMW.Y WITH THE REQUIREMENTS OF THEIR RESPECTIVE MOIL 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES FASTENED TO WINDOW, ASSHOW IN CASEMENT DETAILS, WITH MIN. #12 X r MEET WNOOW` METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. VERTICAL SECTION E -E MIr4.slax W6Wow WkIM r SMS MIN. 0.12 X THROUGH INSTALLATION USED N TEE OR CROSS THROUGH HOLES 740 SERIES CASEMENT h u WINDOW EXTERIOR a VERTICAL SECTION DA 740 SERIES AWNING WINDOW —ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERIOR 1) DIMENSIONS MOWN ARE TIP -TO -TTP DIMENSIONS FOR EACH INDMDUAL WINDOW. FOR SIZES NOT MOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT. AWNING OR FDMD CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALLWINDOWS. USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL W WDOWS INTHE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMW.Y WITH THE REQUIREMENTS OF THEIR RESPECTIVE MOIL 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES FASTENED TO WINDOW, ASSHOW IN CASEMENT DETAILS, WITH MIN. #12 X r MEET WNOOW` METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. VERTICAL SECTION E -E 1) DETERMINE EACH INOMDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIN BEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 8.10, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED WWOWANOHORS REWIRED' (TABLES 2A & 2% SHEETS 4 & 8). THIS MUST BE DOPE 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 NV/NDOWANCHORS REQUAVW (TABLES 2A & 28, SHEETS 4 & 0), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, BILL AND JAMBS OF YOUR WINDOW. 8) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2.3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. 012 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEM Addi0" Anohwe RWmd on emb Side oflhe Frema Pas Tube(FA S) THE FRAME ASSEMBLY TUBE MAY W6Wow WkIM NOT EXCEED 8Y N LENGTH (AS USED MIN. 0.12 X BJ A 83' FANGED WINDOW) OR BE 1' BINS USED N TEE OR CROSS THROUGH KO CONFIGURAT•LS. INSTALLATION S) THE FRAME ASSEMBLY TUBE IS h u NOT REQUIRED TO BE CLIPPED TO Anohwpe I A I8,C&D THE SUBSTRATE ALL EXTERIOR 0 JOINTS TO BE SEALED BY INSTALLER. 740 SERIES 0 1 FDD 7) FOR ALL COMBINATION UNITS, CASEMENT ADDITIONAL INSTALLATION ANCHORS WINDOW MAY NEED TO BE INSTALLED .1\111II THROUGH THE WINDOW FRAMES AT 10• MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CFNTERH.NF. SEE TABLE BELOW: 1) DETERMINE EACH INOMDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIN BEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 8.10, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED WWOWANOHORS REWIRED' (TABLES 2A & 2% SHEETS 4 & 8). THIS MUST BE DOPE 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 NV/NDOWANCHORS REQUAVW (TABLES 2A & 28, SHEETS 4 & 0), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, BILL AND JAMBS OF YOUR WINDOW. 8) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2.3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. 012 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEM Addi0" Anohwe RWmd on emb Side oflhe Frema Pas Tube(FA u~4. W6Wow WkIM AndwTYPe A B.0&D •71.8' 0 0 28.28.0" 0 1 h u Whwow HHoWd Anohwpe I A I8,C&D 1T.2ZW 0 0 28.28.0• 0 1 28► 1 1 04 Q �y O ` �'C•; �\CENSE '••F�� 58705 STATE OF •' I, ,//jl ONAI- A LYNN CALLER. P8 PE. sm ZUmN k"'y"ay o noZ z .1\111II Illi ` �'C•; �\CENSE '••F�� 58705 STATE OF •' I, ,//jl ONAI- A LYNN CALLER. P8 PE. sm TABLE 2A: Appmved m cogoplytsgar&i tke Florida otdtog ori Date under 2r I t¢OAl1 0! By 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARETIP-TO-TIP. LL 2) FOR SMS NOT SHOWN, ROUND UP TO THE qq NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. z' 3) THE WIND01M8 SHORT AND LONG SIDE MAY BE J INVERTED. a< Q 4) SEE NEXT SHEET FORApOITIONAL I— q4FORMATtON. LU r 0 �— LL a g•o Z Q' .� W W ra N r 3AMPLECONFIWRATIOt1� O Q (W� i x X X X O x7C U �mm X Qm1 ® OaN n iV X O O MA - TABLE 3: TABLE 3: (cad.) x O Z j 00 0 x o x 1.1 xaY cZ z U 11i1I1 !!ll PJ'pY�'o ;�� a'� . VCENSF ; P �VO� P0� _ No. 58705 1) OPERABLE (X)WINDOWS MAY BECASEMENT :�b:,• STATE OF WINDOWSORAWNWOWWDOWSOFTHESAME ....... SERIES. �i S 0... � 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. ////S/a 11Aa � 2)ANCHORS MAYBE HEi(HFAD, FANHEAD OR FLATHEAD. A LYNN M LLER, P.E. P"ss7aa Window Anchors RequirSlft ed 137" and Leeson 8hort8lde Dbnension) Shat Side Anchor Type 2 2B'° 33• y A B C O A B C D A B C D A B C D A B C D A B C D A B C D A $43 ���. Lag SirisSatSbte 2 2 2 222 2 2 2 2 2 2 2 2 2 2 3 3 3 33333 3 3 ZS-18H8'Lagsfm z 2 2 zz z za2zaz z z z 2 2 z zz z z z z z az 2 zShariSide22 2.22 222222 2 2 2 2 3 3 3 3 3 3 3 3333 3 3 3�,LSMe 3 3 3 3 3 3 9 3 3 3 .3 3 3 3 3 3 3 3 3 3 8 3 3 3 3 ,� 3 3 Sbai2 2 2 2 2'22 2 2 2 2223 3 3 33 3 3 3 33 3 337,333 3 3334 3 3 34 3 3 3 4 3 3 3 4 3 3 3 4' 3 3 9 3 Shat bide 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 �. Lag Side 9 4 3 3 3 A 3 3 4 4 3 3 4 8. 3 3 4 6 3 3 4 5 3 3 4 5 3 3 4 8 3 3 Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 44ll4" LagSlde 4 b 3 3 4 3 3 4 8 3 3 4 6 3 3 4 b 3 3 d 8 3 3 4 8 3 9 5 8 3 oat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 ��, L Skte 4 6 3 3 4 5 3 3 5 8 3 3 5 8 3 3 5 8 4 3 b 8 4 3 5 8 4 3 5 7 4 3 Sha! Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2- 2 2 3 3 3 3' 3 3 3 3 3 3 3 3 3 4 3 3 �, Lag Side 4 8 4 4 fi 8 4 4 b 8 4 4 6 8 4 4 5 7 4. 4 8 7 4 4 8 7 4 4 8 7 4 4 8 Side 2 2 2 2 2 2 2 2 2 2 x 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 �, Skte b 8 4 4 b 7 4 4 8 7 4 4 8 a 4 8 8 4 4 8 8 4 4 8 8 b 4 7 8 5 4 Shoat Side 2 2 2 2' 2 2 2 2 2 2 2 2 3 3' 3 3 3 3 3 3 3 3 3 3 3 4 3 � 88.13!18• Side 5 7 6 6 8 7 6 6 8 7 B 8 8 8 5 5 8 5 5 7 8 5 6 7 9 6 5 7 9 5 5 � Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 8T•N2• � Side b 7 5 5 8 7 8 6 8 S 8 6 8' 8 8 6 7 6 5 5 7 9 6 6 9 5 5 7 9 b 6 ShorLanit Lay TF SMS Phle t Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 3 3 3 3 3 3 3 3 3 3' 3 3 3 4 3 3 �, Lag Side 5 7 8 5 8 7 5� b 8 8 8 5 8 6 5 5 7 8 5 5 9 5 7 9 5 6 7 9 8 b Shari Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Lag Side 8 7 5 b 8 S 6 5 8 8 B 8 8 8 5 6 7 9 b 5 7 9 5 5 7 9 b b 8 10 6 b Shari Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 S 3 3 3 3 3 3 3 3 4 3 3 n, Side 8 T 5 8 8 8 5 b T S 5 fi T 8 —6-6-6 5 T 9 fi b 7 9 b 5 7 9 5 5 8 10 8 S Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3. 3 3 3 S 3 3 3 3 74• Lon98tda 8 7 5 5 B 8 5 5 8 S 5 T 9 5 b 7 9 5 ti 8 10 S 8 8 10 S 6 8 10 '8 B Sbal Stde 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 .�, Skle 8 8 6 5 T 8 fi b 7 9 b 5 7 6 b 8 9 S 5 8 10 8 b 8 10 8 8 8 11 8 5 Shari Side 2 2 2 2 2 2 2 2 2 L22 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 �. Long t•&aaap Anchor Substrate Mtn. trim. trim. Anoint @asp Anchor - Subsbats Edge l�teatoe 0. C, tXefaaoe �� Plate Inquired? A36 Steal 318' 878' .050' tw• arae! lAfaaoon Block 1' 8• 1-1t4' No r 4' S. Plus &8' 1' 1.318' Pb A 814, steel 8MB (GS} 8083.1b Arum 3!8' !Y8' 0.050 No too or 8f4, 41088 A38 Steel 318' Ti/C 0.030 No S. 1314' ABtq Stud Oc 33 3x8' 8!8' .035. 20 Ge. Pio S. ata• r 131s Pio B 81$ stM! 9M9 8083.75 Mama. 318" ff18• .060" No or 812, 410 88 BINS A38 8t�t 316• 618' .080' Pb BG181ud m 33 318' Bl8" .036•. oe. No 2.89t Concrete 2-112• 4• 1318' too 114• Brest UBreoon 28<gc Concrete I. 4• taf4• Pb HolbwBlootc 2-tf2• 8' 1.1w• No C S. Pkle 8/8" 1' 1x/6' Yea 812, sleet SM8 (G5j 801t3•TS Akan. 318• 618 V18' Yes or 812, 410 33 9M3 A388taei 318' 8/8' .OLIO' Yea A0638 Or. 33 318" 818" .04b•,180e. Yes Side 7 6 8 6 7 9 5 5 6 0 8 1086, B 11 8 6 9 11 8 8 9 1188f012 7SbariS1de222222222 2 2 2 2 23 3 39333 4 3 3114'91277117 7 11 14 11 1487 12 16 8 8 1399 8 14 17 '�Shat Side 2 2 2 2 2 2 2 2 2 2 2222 3 333 3 3 39333 4 3 31�•lagS11612 �plbade22 18 98 13 18 13T 9 9 141810 9 SS19 1110 15 1911 10 2 2 2 2 2 a22 2 2 2233 33 333 333LSide12 5913179 914 18 tb 18109 18 20 11 10 ShatStde2 2222 22222 2 2 2 2 3 3 3 3 t•&aaap Anchor Substrate Mtn. trim. trim. Anoint @asp Anchor - Subsbats Edge l�teatoe 0. C, tXefaaoe �� Plate Inquired? A36 Steal 318' 878' .050' tw• arae! lAfaaoon Block 1' 8• 1-1t4' No r 4' S. Plus &8' 1' 1.318' Pb A 814, steel 8MB (GS} 8083.1b Arum 3!8' !Y8' 0.050 No too or 8f4, 41088 A38 Steel 318' Ti/C 0.030 No S. 1314' ABtq Stud Oc 33 3x8' 8!8' .035. 20 Ge. Pio S. ata• r 131s Pio B 81$ stM! 9M9 8083.75 Mama. 318" ff18• .060" No or 812, 410 88 BINS A38 8t�t 316• 618' .080' Pb BG181ud m 33 318' Bl8" .036•. oe. No 2.89t Concrete 2-112• 4• 1318' too 114• Brest UBreoon 28<gc Concrete I. 4• taf4• Pb HolbwBlootc 2-tf2• 8' 1.1w• No C S. Pkle 8/8" 1' 1x/6' Yea 812, sleet SM8 (G5j 801t3•TS Akan. 318• 618 V18' Yes or 812, 410 33 9M3 A388taei 318' 8/8' .OLIO' Yea A0638 Or. 33 318" 818" .04b•,180e. Yes t•&aaap Anchor Substrate INka. Edge Dlatanae Min. EIUr� Anchor GG Ert111¢diat8llf Plate fXaleane Regadtatl? 814. eteel8M8 (G� or814, 410 Be SINS 8• fal6• Yea 8083Tb Alum. 3f8' lit8' 1H8' Yes A36 Steal 318' 878' .050' Yes A653Sd:d,Gr.33 318' 6!8• .048' i6Oa. Yee D tw• steel IAtteoan 2&5k Camrete r 4' 1�4• Y� 2.86k Concrete 2.112' 4• tare• Yes Ha6oua Block 2.112" 6` 1-1/4• FNed BMok 2• 4• 1.314' Yes Yea v4' a10 ss QelaF{slc 3.�k ckaanrate r e• taw• too PIollsurSlook 21 No 6118• steel Ulheaon 3.811 Concrete 1.114" S. 1314' No ifo6aY Book 31/6' S' 1-tw• Pb Filled Stock 2.112• 8' 13/d• No TART F 4A - EXAMPLE 1: FOR WINDOW SHOWN BELOW, 711W ANNEALED LAML GLASS, IM MASONRY ANCHORS INTO CONCRETE, +70%80 PSF DP REQUIRED, NO ANCHOR PLATE AWNING ANCHORS (SEE SEPERATE NOAr A) FROM TABLE 8, ANCHORS C & D ALLOW A DP OF +MI -90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 0) FROM TABLE 2.8 ANCHORS ARE REQUIRED IN EACH JAMS. 0) SIMILARLY. 2 ANCHORS ARE REQUIRED IN THE HEAD &SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. TUPER RULES ON BE SIDE OF ONE EES 2 &3.3. INSTALLS� ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY � � � 10' +i ¢ 10` 4• � 'i 4� 81• 1 1 4• \ (Over OILx. 24 Z,,2-4 p;0- O O 2i 2 ..111111 I�,• U ,: �D��0D0mL1O0�00mC�00mm00m�m0mO00��0m00 TSF -----F3----©©Q©©©—©©—©©--ON--- ----©— ©ommmo©moommo.....ma000moma000.... . a m©Q©©©a©m©©©©©m©m©©o©m©m©©©m©©m©©©©©o �.-F,:�©r�mm©vom000moo©000©©©a00000000vor0000 t***m©©©©©©©©©©©©©©©©©®®©©©©©©o®©©©a©©©d© mom.Qmmm ©omm©oo©©©omOm.. ........"""" ® ©o©mmommmomm©Qm©mommmvmmmo©m©o m©©om© mo©©orimma©©mmoo©o©oom©mo...." ""m. . Q10©mmQDmE7�mmo......moom.......m©oomm mmmmiam©©oom©....00000000©000mnorimmno wo©mr�mo©©o©moo©©oo©moo©moo©mao>n000©© ©m©©o©mm mommovomomoom......©mu000mm. ��00000m000mm�aooamomoom©000©000©00000n -mmv©mvv©©©o©momnommoomc�oom0000moioomoo �000000000rv0000mom00000000i>a000000©a©o ©om©ommmao©mo......mivoio>n>n000000t>�omrao O�mc,00m0D0m000mm0m0i000omo00mo�om00m00© ©.000©mmmo�mm[�oQovmm00000m[�ooummommom ' �m0000mmoonmmAomaoomnommoonmomomom0000 ©ommdmmmon©mom000moommr�mm�ari>�mAoflmm>no ��omommmoommomom.nomoommommmr�mmm>o>nommo mivmmmmmmommmovoommoo©0DE1m0EiElmorioommm �mom000m000mnommnovmnonmo©mm�onmm© ©ommo©©m ©om©ovo.. ...... .00000 ��omommmonnm000mmomm000momom000ms�o �mo©moam©o>v©©vm0Q[3moor:�000©000miD�O ��mmmmomomom000mmoom>D>nom000m000m>ns3 �mommo©mm©omm..000©......moriiomomin �omomommoomonoo©ovmmo Amo©moo©moommomvoo©....... nmmmommo �...*^�nnmamomomomvoo©.Ani®©omm000moo m00000©moommo©m»>o�aman000000n 0 m®m"mmmmm®mmmm"""Kamm ©ommoo©moom©mnomoo.. NEMIMmmmo EXAMPLE 1: FOR WINDOW SHOWN BELOW, 711W ANNEALED LAML GLASS, IM MASONRY ANCHORS INTO CONCRETE, +70%80 PSF DP REQUIRED, NO ANCHOR PLATE AWNING ANCHORS (SEE SEPERATE NOAr A) FROM TABLE 8, ANCHORS C & D ALLOW A DP OF +MI -90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 0) FROM TABLE 2.8 ANCHORS ARE REQUIRED IN EACH JAMS. 0) SIMILARLY. 2 ANCHORS ARE REQUIRED IN THE HEAD &SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. TUPER RULES ON BE SIDE OF ONE EES 2 &3.3. INSTALLS� ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY � � � 10' +i ¢ 10` 4• � 'i 4� 81• 1 1 4• \ 48' OILx. 1) USE THIS TABLE FOR ALL W NDCWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP TO•TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SNE DIMENSION SHOWN ON THE TABLE 3)THE WIDOWS SHORT AND LONQ SIDE MAY BE INVERTED. 4) SEE NEXT SHEET FOR ADDITIONAL INFORMATION. - FD�DCASEMENTANCHORS: A) FROM TABLE 8. ANCHORS C & 0 ALLOW A DP OF +701.83.1. B) FOR THE JAMB. FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE 13.2r _ C) FROM TABLE 23, S ANCHORS ARE REQ 01ED W EACH JAMB. T D) SIMILARLY.3 ANCHORS ARE REOUIREO IN THE WAD &SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 1 F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONALMO iOR ON THE FRAME 1. ASSEMBLY TUBE SIDE OF THE FD(ED CASEMENT (HEAD & SILL}. 4" 4ppvvcd as cowAylegwllb the Florida ldiag ad Dalc i �L 0 Dade Prod N 0 0 3 0 0 f—z d 0 d LLI .y No. 58j05 ,��► BIT W S9/O NALL �c..��• A LYNN MILLER, P.E a m � OILx. 24 Z,,2-4 p;0- O O 2i 2 ..111111 I�,• U No. 58j05 ,��► BIT W S9/O NALL �c..��• A LYNN MILLER, P.E ❑ 2T' 1WW ORSW PWS- (I1891NMVb Wb mss, A9Amhw Gaays SI1m1 Bide 21-84'331/2 3r 44' 431/4' 63.118` 88' 69' uedN23' + 9A. +7-90 +7-a10 +70-90 +70-80 + 0-90 ow -w +761.90 ♦781410 231WI6' +70-00 0-40 +70790 +7Ww *WW +78148 a7&40 - +7W40 4M W +7-90 37' +7-40 +7-40 +70140 0-40 ♦70-10 +7&4W +7-40 +M -Ki #701.77 +7&40.1 44' +7-40 +7-90 0-•90 +7-40 +7W90 +7&40 +M41t1 +60870 +01147A +8W41.3 48-W 001.90 +M.W +M.90 +7&40 +M -W *M.84.1 +7&40.1 +0-70 +80143.2 LLx& 63118' +70M +7" +70140 +7&90 +7044.1 +WM +6-•70 +8-87.5 - ST ` ';sSr ONA� W' +7-•90 +701.90 +7&•90 +7-43.2 +7&•77 +8W47.6 #6&43.2 + #70m +7&40 +7W-78.8 +701-70.1 +80141.3 +7-84.8 i +71-767 44969 +/468 -FIPM I 06-80.4 ♦7&-71.3 44414.2 TAM F S- FOR GLASS TYPES: 1) 5/15' LAMI (1/8 AN -.090- PVB -1/8 AN) L SHORTa Lo 40 SIDESIDE L um -4 j 1 4 80E L] 1) SEE SHEETS 1.4 & 5 FOR WINDOW ANCHOR LOOATION8 AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1) THE WINDOW'S WIDTH AND HEIGHT MAYBE WERTED. INSURE FOR VERTICAL FRAME ASSEMBLY TUBE i FRAME 10, FRAME j MAX ASSEMBLY SEE SHEETS 9.4 & 5 FORwmmm ,1,U�-ASSEMBLY SLOCATIONSHEETS 4 OW ANCHORAND LOCATIONS ANDmmam, QUANTITIES. SEE SHEET =WINDWINDOW QUANTITIES. SEE SHEET T W MAX 3 FOR ANY ADDITIONAL OW 3FORANYADDITIONAt T A ANCHORS REQUIREO ANCHORS REQUIRED FOR THE FRAME ADDITIONAL FOR THE FRAME ��WINDON7 ADDITIONALASSEMBLY TUBE. VIEW ANCHOR ASSEM9LY TUBE. WMENSION ANCHOR -� DIMENSION _ (4). IFR . 'e' (4). IF REQ. .a BEE SHEET 4 FOR ADDITIONAL. SAMPLE CONFIBURATIONS 4pproved as tomplylag dllb Ow plarwe Date WAN - A awl a Prada $Y DWM Pms m" laVVbW*7e AftdW M a Fw=Assea* BAe VrdK%W UUMMINt'A' NMN 23` 28.1 2? -SW 33172 37• 44' 4844 53.118' ar o9• AaehN I Awl- I AaoNN ABahNQl*W Aa4hW Grasp � AfWWGMW AaohwGMW ArOWO P AnDbWGWW Am1WGmUp Daop Gmv Bawp ' AD AS AD A,CaD B A,C&O 8 A C&D A B C&O A 8 C&O A B C D A B C 0 urda23' +7&-80 +70895 0&-90 +70-80 +7&921 +70-30 +M74.3 +7&•781+7&40 +760-72.7 +/4W 47" 414&1 N41.8 47&•90 4190.8 +F17,4 +70-W.8 +7&90 +148,7 +143.6 231&HB' +7W-90 +78140 47-90 +7&90 +7W40 +70-84 +7-90 #7&-767+7&40 44.844 +7&•00 +7-80 #1•68.8 0&40 +7&90 +-&A8 +7&4K +70-90 +Mao +-49.3 +7&•7►.3 +7&40 +7&40 I4 37' +7W90 +70740 0" +70-80 +70-10 +70�-90 47-40 +7-40 +W40 +7-10 +7W964 +W40 +7-94.1 a 0&94.1 +W47 +7&-73. 00-77 +7-•77 +7&•761 N•Wb +M-70.1 +7&-761 44' +7&40 +7&40 +7&40 QWW +70190 +70-90 +mW +70740 +7&40 +7-•84.1 +7&74A +7&94.1 46-70 #8&47.7 +8-70 +6&•W.B GW -61.9 +6-60.6 +6&$7.8 #60141.3 HW +8&41.3 +5-41.3 40-W 47-40 +7WW *W40 0--90 +7&90 +70-9D +7-90 #?W4W1 +7W -84A +70/90.1 0-W.8 +701961 4OW40 +6&41.7 +8-70 48-89.2 +-564 +6W4D2 +BW9A2 13.13 W V8" 0-•80 +7&410 ow -OD +7--90 +7&90 QW -84.1 +7W941 +8-i0 a8W 70 +W70 48W70 +8-70 48-W-5 +BWW 4 48W -W 5 or +7060 +7&90 0-410 +707.83.2 0-. +7-77 +7&-77 48W97s =47s +5-832 *8-93.2 + 89' «70790 .7-90 +7-90 +701.78.5 0M--78.8 +70-70.1 +701-761 +90-81s 9-9ts + +7-•78.7 H48.B +/48s #"&o 04&0 84' +70-90 +70796 +7--71.9 N942 +184.2 1) THE WINDOW'S WIDTH AND HEIGHT MAYBE WERTED. INSURE FOR VERTICAL FRAME ASSEMBLY TUBE i FRAME 10, FRAME j MAX ASSEMBLY SEE SHEETS 9.4 & 5 FORwmmm ,1,U�-ASSEMBLY SLOCATIONSHEETS 4 OW ANCHORAND LOCATIONS ANDmmam, QUANTITIES. SEE SHEET =WINDWINDOW QUANTITIES. SEE SHEET T W MAX 3 FOR ANY ADDITIONAL OW 3FORANYADDITIONAt T A ANCHORS REQUIREO ANCHORS REQUIRED FOR THE FRAME ADDITIONAL FOR THE FRAME ��WINDON7 ADDITIONALASSEMBLY TUBE. VIEW ANCHOR ASSEM9LY TUBE. WMENSION ANCHOR -� DIMENSION _ (4). IFR . 'e' (4). IF REQ. .a BEE SHEET 4 FOR ADDITIONAL. SAMPLE CONFIBURATIONS 4pproved as tomplylag dllb Ow plarwe Date WAN - A awl a Prada $Y CL I- �U z a d o 04 O LL 0 Zz D 0 W LU �Z a LU U CDN Lou -� LL R ao CHIN 2aa MJJ VG LLx& Z , m'r a DO O N� o Z Gni 01411I I III,,. .......... V�CENSF O CATREC ST ` ';sSr ONA� A. LYNN MRAMR, PF, PFA 8970& TABLE W Q L PrewM(pelyfu WWe W(mbtM AD Aaolnrt mt" Sbat m WINDOW ASSEMBLY OII DWON wdw2S 1 2&"W 1 213/4' Ulm 3T 44' 044' 53-ur BB' 83 mnw23' +707-99 I 4M.90 + + 90 +7wv +70140 +7W.90 +781.90 47W -9D +7W-% 28.90116' +7640 1 +7640 +70190 +701.90 ..7Wa +707410 +7W90 +mm +7W9D +7640 3r +70190 +7W.90 +7W40 .,W -m +70190 +7W80 +701.90 ow90 .70147.8 +701.79.9 44' +70180 +70190 4mm 4" +70190 +70M +7-90 '63' 48-W +70190 +W01W +70F90 +70190. +70190 +7W.80 +701.90 m PJAW WV 63 -IV +701.90 +7w -W +70190 +7-90 +70190 AwhorWoup �}Qo 0 NWWG uP o7a0 noz z U A11111I 66, +7w90 47W90 +701.90 +7W90 +7,879 A B C&D A 9 83' - +7-90 +m.81 (70/•80 +70187,2 +70lm B 0 D A 9 C D tm9w23' 7W 47W.W +7" 1 .701983 +-90 +70;-74.3 +701792 W42A +M -9D +70172.7 N4D.8 W. +7,90 +7-90 I +7W91a N40.5 *W4 +70187.8 +70140 +141V +143.6 +70/487 +7014&6 225.10116, +7090 TABLE 7e FOR GLASS TYPES: 718" LAML IG:018" T - 7/16" AIR -1/8" AN - .090° PVB - T[l SHORT � LUNO SIDE SIDE SIDE !- -d SIDE If 1) SEE SHEETS 1.4 &5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS MOWN. 1) THE WB4DOWS WIDTH AND HEIGHT MAYBE INVERIM. FIGURE FOR VERTICAL FRAME ASSEMBLY TUI 16• ASSEMBLY �MA7C [-.-,/-TUBE BLY W94DOIN DIMENSION ----'A• } WINDOW P AAL - 1 DIMB48ION Ir ((4).IFANCHOR SEE SHEET T SEE SHEETS 1, 4 &6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANYADDITIONAL ANCHORS REQUIRED THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY L FRAME WINDOW ASSEMBLY OII DWON De*n Pmem (paptw WhdoasA9eand W a Frm0eA4eembl7 Tube 10' MAX wmw DRAEN20ON A' ADDITIONAL mom (4), IF REO. 04 O LL O a coO OLL,. Tn Z P• W10dowD4nweb0 A co tenw23' I 2&16H6, I 27301' 33.172' sr 44' p 48 -IW U• - -634w Z 6ffi '63' Arnim mm An*m 01" Amdor Ambw9mW Atn0w6[ W Awhor GmW m PJAW WV QN n OVWN A, b Qreup Z t[ 3 AwhorWoup �}Qo 0 NWWG uP o7a0 noz z U A11111I AD I AD I A9 A,C&D 9 A,061) 9 A B C&D A 9 C6D A B C&D A B 0 D A 9 C D tm9w23' +70180 1 4?W.90 +MW +70188 +7W4MI +-90 +70;-74.3 +701792 W42A +M -9D +70172.7 N4D.8 +70190 +149.1 041.8 +70140 N40.5 *W4 +70187.8 +70140 +141V +143.6 +70/487 +7014&6 225.10116, +7090 +70140, +7,80 +7W40 +70196 +70184 +70140 +7Wd0.7 +7W90 +7W90 081.4 +70140 +7W90 +7489 +7W40 4M40 043.8 +7W44 +70140 +7,80 4 .3 +7--77a +70140 +70190 37' +70140 I +70140 +70180 +70140 +701.90 +781.90 +70180 +70180 +7-9D +7,40 +70180 +7W4&4 +70190 +70190 +640.6 +70180 +TW879 +70173.8 +70147.8 +701479 +7W.79.9 047a +70789 +701789 44 +70140 +7W40 +70190 +70140 +70180 +70190 +70190 +7W9D +7014L6 +70140 +mw +7W74.4 +10190 4&1/4' +7pV90 +701.90 +70/40 +7W9D +70140 +MM +70180 +70140 0W892 +70140 +70148.5 +7W8L3 +70140 63.118' +701.90 +7640 .7w4o +mm +7W90 .1W4o +7640 e6, .76-80 .7640 t7,90 +70790 +70190 +7W47a +7a -87a 83' 17-80 +70660 + a7 2 .70!47.2 .701-78.9 +76.79,9 76, 47W90 .70/40 +701483 64' +7-80 .70190 +7,8fa 1) THE WB4DOWS WIDTH AND HEIGHT MAYBE INVERIM. FIGURE FOR VERTICAL FRAME ASSEMBLY TUI 16• ASSEMBLY �MA7C [-.-,/-TUBE BLY W94DOIN DIMENSION ----'A• } WINDOW P AAL - 1 DIMB48ION Ir ((4).IFANCHOR SEE SHEET T SEE SHEETS 1, 4 &6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANYADDITIONAL ANCHORS REQUIRED THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY L FRAME WINDOW ASSEMBLY OII DWON 1 10' MAX wmw DRAEN20ON A' ADDITIONAL mom (4), IF REO. TUBE SEE SHEETS 1, 4 & 8 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES, SEE MEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE, 4ppro-8 as wwplyl9s gab Nu• Radd" 11"60, OMe lITOAfl AlwalProduct ti C9 J z a� r 04 O LL O a coO OLL,. Tn Z P• co W W p a U• �Q Z W $� U m QN n OVWN A FFG Z t[ 3 �}Qo 0 o7a0 noz z U A11111I J2 `��q�`: �pENSF• .`P i� No. 58705 * �_ a�3TATEr �1�• ��''•. PLOR10P••�G•��: l A LYNI4 UJER. Pa. FOR GLASS TYPES: 2) 7/16° LAML (3/16° AN -.090' SGP -3116' AN) 6) 7/8" LAMI. IG: (3116° AN -1/4" AIR - 3/16" AN -.OW SGP - 3116" AN) 8) 7/8" LAMI. IG: (3116"T- 1/4"AIR - 3116" AN - .090" SCP - 3/16" AN) TAM.. 1-100B19nPmeau9080 ar8h* Wh Wm. AU NWW Mw*s Shmm uiQ � LL gg< 2 uffir23' I 280518' .29• 31.1/2• 94' 40' 84' .. 83• 37-1fC W4u23• 4E&,-130 +BWt30 +90130 *80730 480PA30 *ow.30 *getl0 LL +801.130 +gap= 2818!13' +80f--130 480.190 +80.130 +8-190 +W-130 +w4w 480.130 +801.190 +80.130 «80.130 63' 48.130 +W130 +8W12&1 +80.118.3 +8W-110.7 *W.100.7 +h M.t 4/_88.1 41-83.1 41.1&3 87•-1/G *90.130 49W430 +8W-120] +BW119.8 +8.100 +8087.8 *80.3 +&SU +1.78.3 41.7&/ C&D A B C&D A +80.130 +8.123.2 480.113.7+80111.8 480-0..3 +9080.1 0. 81.9 +!._;0,] N.73.8 *7090 +1.9&8 +7(088 +F69.8 _. +•:. ,_.7 4W43D +80127.8 480117.1 48W.1102 490100.1 +80932 +1.78 *7098 NW40 +7-90 +7048 +?*An.7 +7-96 +W -13D 480123.311.70.7 OW. +70M *.. +7&48 47&40 0N. 114' +80130 1 +901.11&6 +90109.8. 48W701.4 +9090 4-73 +1.63,7 *7093.1 +7089.1 61-1/d' .7&40 +7090 134 +80-030 +eW-117.3 480-03.3 +8099 +8.920 +7W40 r7DR80 47&40 .7040 «74M.4 N.09.3 +7W.KS +/99.7 41824 +7&9&& +7&180.6 .1•88.4 *I -M4 +7078.3 Ow -m VW +90Y-12&8 +80710.4 +9-10&3 +8W9e +7.80 *7090 +70140 +7090 +7090 +7W40 Tem c. L SDE Lam SID81 IR 1 LONG 810E iI I gXOR7 1 �1 g� I'� 1) SEE SHEETS 1.4 & 8 FORWINDOW ANCHOR LOCATIONS AND QUANMIES, 2) TABLE DMNSIONS MAY 13E ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1)THE WINDOW'S WIDTH AND HEIGHT MAYBE DWERTEI). FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE i 10' SEE SHEETS 1, 4 & 6 FOR WINDOW FRAME ASSEMBLY SEE SHEETS 1, 4 & 8. i TUBE MAX. � � ASSEMBLY WWDOWANCHOR �D&fBN' -ASSEMBLY - LOCATIONS OR LOCATIONS AND _JL QUANTITIES. SEE SHEET WINDOWQUANTITIES. SEE SHEET T 10' MAX. 3 FOR ANY ADDITIONAL DIMI NSM 3 FOR ANY ADDITIONAL T ANCHOR$REQUIiED •A• ANCHORS REQUIRED FOR THE FRAME WINDOWTHE FRAME moNAL ADDITIM& LYTUBE• ANCHOR WINDtriY ANCHOR ASSEMQLY TUBE WdE7B18ION�"' (4), IF REO. "A! �"�- (4Z IFREO. A SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFI MTIONS 4Pp md.as comptyiag with Or Florida 3[ding Dam VD AaPralaet 1sy uiQ � LL gg< 2 Oeal{p� Pa9aVf0 (pa1J8X Whida96 Atbmhad ma Fwma AswmNy Tab° C1i ' . W r- 04 WhalaaDlmam2n'A �: LL wda23• 2818118' 29• 31-1/2' 34' 4V 84' 80' or Amha 6mnP. Aaup Qiwp Arida 0awp Amhaflalq Ar4w%oup Andw GmW AnobwQwp Am-&ftup NwwerWp a All I A9 I AD A.0&D B Ao&Dj B A G C&D A B C&D A 8 I D O. A B C 0 wdw23' +709D +7088 +70.98 +7-80 470.87.4 +7040 +7W909 r -.7 4198.7 *7090 +1.9&8 +7(088 +F69.8 +.46.8 «7084.7 +7.88 +196.7 I +133.8 +70!98.7 +701.89.3 281&13' +7W40 +7-90 *7040 *7098 NW40 +7-90 +7048 +?*An.7 +7-96 +M -W +1&7.8 +7048 QW -98 +1.619 +70812 +70-W +7098 4138.3 +7&47.3 +7090 +7098 63• OW. +70M *.. +7&48 47&40 0N. +70140 +7-90 +7098 *7&-90 +7&48 +7074.3 +7&49.1 4M443 41.9&8 47019&1 +7%Ml +70.71.1 +1.63,7 *7093.1 +7089.1 61-1/d' .7&40 +7090 a7D/4o +7&48 .R7.90 .74V40 +7W40 r7DR80 47&40 .7040 «74M.4 N.09.3 +7W.KS +/99.7 41824 +7&9&& +7&180.6 .1•88.4 *I -M4 +7078.3 Ow -m 72• +7040 +7090 *70148 +7.80 *7090 +70140 +7090 +7090 +7W40 QW -W +7&,72.6 +7073.1 +7031.3 4-88.3 H -WA a7&-76.1 +707&1 +/822 OWT +Mn8 +7 -nS 76' *7040 +7040 +7W40 +7048 +70148 +7W40 +7090 +7W-90 +7W40 +7090 +0.78 #MU +7W-78 +91.0 +/•82.4 470726 +7Wd26 e4• +7W40 +70/40 +70140 +7W40 47W40 +70140 *7090 r781.8&8 +70.88.9 QW99.8 +707&7 41$M7 +7W7&7 114• 47040 +7W9D ,7obw +7090 *7" +70-90 +7090 +7W-73 +7073 +7073 134• +7040 170140 +7040 +70740 +7090 r7W40 +7080 14V +7040 «70.80 47040 +7090 1 +7W90 1)THE WINDOW'S WIDTH AND HEIGHT MAYBE DWERTEI). FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE i 10' SEE SHEETS 1, 4 & 6 FOR WINDOW FRAME ASSEMBLY SEE SHEETS 1, 4 & 8. i TUBE MAX. � � ASSEMBLY WWDOWANCHOR �D&fBN' -ASSEMBLY - LOCATIONS OR LOCATIONS AND _JL QUANTITIES. SEE SHEET WINDOWQUANTITIES. SEE SHEET T 10' MAX. 3 FOR ANY ADDITIONAL DIMI NSM 3 FOR ANY ADDITIONAL T ANCHOR$REQUIiED •A• ANCHORS REQUIRED FOR THE FRAME WINDOWTHE FRAME moNAL ADDITIM& LYTUBE• ANCHOR WINDtriY ANCHOR ASSEMQLY TUBE WdE7B18ION�"' (4), IF REO. "A! �"�- (4Z IFREO. A SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFI MTIONS 4Pp md.as comptyiag with Or Florida 3[ding Dam VD AaPralaet 1sy uiQ � LL gg< 2 C1i J . W r- 04 :!) �: LL a w Q Z 10 °0 Z jZ (0 kLJ Lu I0N a U ti Z m ® Quoo g tz N N =Vndy 6 UU 0 �0 o 0 ao o 62Z z 11111111 II U ` N0.58705 ❑ . I7slign Preeewe 9>s0tor8m9re wsda..".alAma,erc,�ps FRAME -ASSEMBLY SEE SHEETS 1, 4 & S DIMENSION Design pmem (p4ofor Wuwon A98one0 to a F mne Assembi7 Tdo wdw2Y I 2618ft' .28' 31.97 Shad Sift I 34' 49' b4' or 93' 97-12' wtdm23' *W130 I QW -130 +9W-139 +9-130 +W-139 40439 +9W-139 +101-139 *W130 4W.= 96 -left- 410-130 +9W-139 *9W10 +9-190 4W-139 490E-139 40-139 49-.139 4--139 *w-im or 410-139 490P,30 +10-139 +8-139 +W-130 +BW -13 +8-139 49W-139 40-139 +9W-= 87-,n +8-.910 +9W139 +9-139 +Wd30 +W139 49W439 +810.139 49-139 *W139 +810-139 77 410-130 +90-130 +910-130 +910.130 4W-130 +8-130 +910.139 +8W-130 410-130 8 C 7t' «W-130 +8Wd30 +9W-130 +W430 410-130 +8.130 4910.13D 49-130 *7640 +148.5 84' 49.130 +8-139 +9W-139 48-130 +90j7130 +8-139 4WA30 +70)40 +7W-77.7 +7010 +7W -W *WA Omw „4• +10-190 49W-130 +810-130 49W4= +910-130 49-130 +7&40 +7W410 +7W -W +7--90 +7&40 194' +10430 +9-130 +9W430 +8-130 +-130 +701•- a7W-g0 4701-W +7'aF80 +7&478 r7op. +701.00 81.1)2' 14V +90(-130 +8-1301 +8W-130 1 +8-130 aw-so +7&-10 «7W40 *7&40.=.9D +7&40 +7WW +7&-W V- 44. 44. FOR GLASS TYPES: 3) 7/160 LAMI (3116 HS - .090" SGP - 3/16 HS) 7) 7/8" LAM[ IG: 3/16" AN -1/4" AIR - 3116" HS - .090" SGP - 3116° HS 9) 7/8" LAMI IG: (3116" T -114" AIR - 3/16" HS - .090" SGP - 3/16" HS) L T-[] SHORT LONG SNE am 8� --dSIDEI-- 1) SEE SHEETS 1, 4 88 FOR WINDOW ANCHOR LOCATIONS AND QUADITRIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1) THE WINDOWS WIDTH AND HEIGHT MAY BE ONSUED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 1a FRAME MAX ASSEMBLY TUBE LI WR'IDOW Q DIMENSION 3 A A FI WINDOW ADDITmNAL A DIMENSION AN ANCNR "Ir (4), IF REO, SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFMtMTK= EE SHEETS 1.4 8 S FOR 84DOW ANCHOR )CATIONS AND UANTITIES. SEE SHEET FOR ANY ADDITIONAL ICHORS REQUIRED )R THE FRAME MEMBLY TUBE ?LIRE FOR HORIZONTAL FRAME ASSfMBLYTUBE WINDOW FRAME -ASSEMBLY SEE SHEETS 1, 4 & S DIMENSION Design pmem (p4ofor Wuwon A98one0 to a F mne Assembi7 Tdo TUBE FOR WINDOW ANCHOR LOCATIONS AND T T to MAX QUANTITIES.' SEE SHEET 3 FOR AM1' ADDITIONAL zN ANCHORS REQUIRED WIIWVDlmeretmm•A SON A ADDITpNAI I- (41.IFREQ. ASSEMBLYTUBE .C� LI - wdm2V 'M9iH9• 29' 311)T 3r 0) 49' e4' Z 9P or Z Z A- G)* Amm,m GMUP A8¢em a" A..t ftwp Ar.Ih.Q'ov A"rla O.W Amh.Q., 2 W An49m8mup An4WMW AR Al A0 A.C&D S A,CdD B A B ca.L 8 C3D A 8 C 0A 8 C O wdm23' OW -W+7&-80 m OW -90 +7--90 OW-VA+7&40 +10D0.8 *W-87.7 4MT +7C•.90 40M +.89.9 *7640 +148.5 +I aG +7W44.7 +7&-80 W4W.T +4438 +M -MY 47W -W5 2615f18' +7&-90 I +7-40 QW40 +7080 +7&40 *MW +70)40 +7W-77.7 +7010 +7W -W *WA Omw +7W.% *"I.8 NW412 OW -90 4700LW N49.0 +7W-77.3 +7&40 +7w4o ST +7.10 +7&40 +7W410 +7W -W +7--90 +7&40 +7.9p 47&-W r7W-W «7W.W «7&-10 «70LW +70%10 +7&40 +701•- a7W-g0 4701-W +7'aF80 +7&478 r7op. +701.00 81.1)2' +7-40 «70Y -W +701.90 +710 0 +7&40 aw-so +7&-10 «7W40 *7&40.=.9D +7&40 +7WW +7&-W OW4D 470V40 +707.90 *707.0 +MOD OW49.1 +7&-10 +7W40 77 +70140 0101-90 *7W4D OW -W +MW +7&40 +MM +701-90 NW40 *WWW «7W40 +7-40 +7&-90 +7W40 tT4V-90 +7W40 +7W40 +7-40 OW40 *mm +7&40 Nr +7&SO +7-10 t7&-80 r70V-W +701-W +1040 +nm «7-40 r70W +7WW +Mw +mm ow4o +70W +w9a +T&40 +701.80 84• +7W4o +70D00 +7-80 «7WW N7 -W OW -W +70M +70140 +7(V40 0OF40 +T&40 OW -W «MW 114' *7-10 +70140 *70140 r7W40 mm +7&40 +7-40 +Ww- r7&4D +7 -WW 130' +7-40 47.10 1 +79140 1 +7.10 1 m-0 1 +70mm 147W4D 141' +7-40 +701-- 1 m0R80 1 +70490 1 -+1" 1) THE WINDOWS WIDTH AND HEIGHT MAY BE ONSUED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 1a FRAME MAX ASSEMBLY TUBE LI WR'IDOW Q DIMENSION 3 A A FI WINDOW ADDITmNAL A DIMENSION AN ANCNR "Ir (4), IF REO, SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFMtMTK= EE SHEETS 1.4 8 S FOR 84DOW ANCHOR )CATIONS AND UANTITIES. SEE SHEET FOR ANY ADDITIONAL ICHORS REQUIRED )R THE FRAME MEMBLY TUBE ?LIRE FOR HORIZONTAL FRAME ASSfMBLYTUBE WINDOW FRAME -ASSEMBLY SEE SHEETS 1, 4 & S DIMENSION TUBE FOR WINDOW ANCHOR LOCATIONS AND T T to MAX QUANTITIES.' SEE SHEET 3 FOR AM1' ADDITIONAL zN ANCHORS REQUIRED FOR THE FRAME SON A ADDITpNAI I- (41.IFREQ. ASSEMBLYTUBE LL � QUjti zN a O .C� LI - W 0. 0 0) Z Z Z a W W 2 W a v�O Z 10 iocW X m a a r �UfON 4 7 o x N 0 92!z tttttN tt))e)i U Q�� • �\GENSF `ate,➢ � ' No. 58705 J %�O STATE OF A LYHf MILLER P.E. TrnRLS 19. ❑ Deaipn Famatro {psry (armee 1W104r.'e, mAnam amps Shat Side DesGn Presmm 6"farbVb*w A9m W1ca FaaneAwembty Tube mbar 23' 1 2&•iW18• 1 9.914• 33 -VT aT44' 431,4• 831,8' 60' 67 w4a23' 46-70. +6.70 +8-70 +W1.70 7601•- 48W70 +BW70 46.•70 W7_04870- 28•VO%8' 4070 4W1.70 +OOV-W 4870- 4870- +OW70 +W70 46W70 +WbW 4701.- 35 48-70 48-70 45-70 +WWW 401.70 +WI.70 +601.70 +SW 70 +WI.70 +W TO 44• +WWW +8-70 +070 +6-70 +6W70 48-70 +8-70 +Wi70 +6W4M8 +601-M 484W 48-70 +WW70 48-70 48-70 +80.70 4701•- 48-70 .601-70 +08/$0.0 A0 631,7 +Wi.70 4001-70 4W70 +8-70 +B-70 4601.70 46WW +wlm3 C&D 66' +8W70 +8-70 +8-70 48-70 +BWW +W.M8 +8.84.9 ♦ W 4OW42A 4601-79 o3' +$W." +6-•70 4-170 4870•- +WV.W. +BW429 +f-86.7 ♦143.8 28.1-18• 78'+8-70 +9m-70 +001.70 +W" +80170 N•87 +601-0 +8W84.4 +601-70 +6W70 4-899 +OW70 84• +B 70 +870.70 +W-1- N-6&8 48.70 +BW -W c 37' + -W 4970- +8-70 TARLE 13 FOR GLASS TYPES: d - 7H8" AIR -118" AN -.0900 PVB -118" L I f [I LONG stim SIDE SIDE L T_ I- -SME - I ----I o- 1) SEE SHEETS 1, 4 & 8 FOR WN)DW ANCHOR LOCATIONS AND QUANTITIES, 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1) THE MAYBEINVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME -�N Y SEE SHEENS 1, 4 &b FOR -WINDOW ASSEMBLY FOR --DOW ANgiOR 11 WINDOWAHCHOR DIMENSION LOCATIONSAND T} LQUANTRI SEE SHEET AND QU WINDOW ANTNTNES. SEE SHEET I 10• MAX DIMENSION 3 FOR ANY ADDITIONAL 3 FOR RS REQUIRED I A ANCHORS REQUIRED ANCHORS REQUIRED FOR THE FRAME WINDOW � ADDITIONAL ASASSEMBLR THE y7�jISE. WINDOW A4DITtONAI' ASSEAIBLYTUBE. D2MR4810N ANCHOR --►� DBdEN310N �-- (4), IF REO. (4), IF REO. A I SEE SHEET 4 FORADDITIONAL SAMI4.E CONFlGUW+TfOHB morids guiding Dag NKOA6 a BY DesGn Presmm 6"farbVb*w A9m W1ca FaaneAwembty Tube 518 dm abwmOm IV, UWW 23• 25 -WIT 9314• 33171' 37• 44• 48.1,4• 6318' W- 83' Ambar omw Amba Camp Ando Blow Ar4m &ow Anotm Gram AoWW Gm* An41m emo AmbaCray AMWQMV AWWQvp A0 AO AB A0 A8 A,C&D B A 8 C&D A B C&D Ar4W.4 C&D A B C&D tedef23• ♦ ♦BW -W W + ♦ W 4OW42A 4601-79 N ♦9W70 ♦WI8&1 4141.8 ♦870.70 +8W38b 4Wh70 +f-86.7 ♦143.8 28.1-18• ♦9707& +9m-70 48-•70 +BWW +80170 ♦801.70 +601-0 +8W84.4 +601-70 +6W70 4-899 +OW70 4W170 +49.8 +67040 +7049.3 48.70 +BW -W c 37' + -W 4970- +8-70 ♦8-70 +.?o +WLW 49-70 +70-70 +70/•70 470-0 49-W +6W40 +8W-70 48-50 +Wh70 4WW70 ♦1�4T.9 +8-70 44• 48-70 470+•70 4970-- ♦8-70 t80h70 tWl•70 +Wb704807-7046-7048-70+9WW+"47]+SW 0+WI49.8+0W�9+W=43114•+-170 +B-1- +8W70 ♦8-70 +8-50 49-50 0870- ♦SW.TO #GW.W.8 +040 +70+•70 +8W41] +601-70 ♦BW44949W409 13 631,8' +8040 +8-70 4001.70 48-70 +8.+040-7+040 +WM +60.470 +70/70 +SWT0 +8W.%3 48W47A +6W499 68• +9-•70 +6W70 +8-70 48-70 46-70 +8W49.8 49W.%4 18W449 ♦8-44.8 ♦W144.9 89' 4670•70 48-•70 +70-70 4eW-70 48-70 48-42.9 *W4" B-1- A."'.0 *.W" +8WT0 +6-{09 N -8T ♦ 70 + 708-70 W I4-69.8 1) THE MAYBEINVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME -�N Y SEE SHEENS 1, 4 &b FOR -WINDOW ASSEMBLY FOR --DOW ANgiOR 11 WINDOWAHCHOR DIMENSION LOCATIONSAND T} LQUANTRI SEE SHEET AND QU WINDOW ANTNTNES. SEE SHEET I 10• MAX DIMENSION 3 FOR ANY ADDITIONAL 3 FOR RS REQUIRED I A ANCHORS REQUIRED ANCHORS REQUIRED FOR THE FRAME WINDOW � ADDITIONAL ASASSEMBLR THE y7�jISE. WINDOW A4DITtONAI' ASSEAIBLYTUBE. D2MR4810N ANCHOR --►� DBdEN310N �-- (4), IF REO. (4), IF REO. A I SEE SHEET 4 FORADDITIONAL SAMI4.E CONFlGUW+TfOHB morids guiding Dag NKOA6 a BY So OmMSilicon Badcbeddin .128' 70 134 Add-on FI 6083-T8 Atum. 71 7084 CasemeatF►ameAny Tube 6083-T6 Alum. 86 48X 1-W Quad Pn SN6 RdIrdess steel Stwess steel 90 1#12x V Ph. Pn. TEK Statntesa Steel T 3.848' Nm OM. .439` t� 2.7w FRAME HIM, SILL. & JAMB #7005, 6083-T8 .993' � �� � � .09711 T .289' .ow. w T OINST. HOLE COVER ANCHOR PLATE ADDON FLANGE #7007.6063-T6 #7071,6083 -TO 70 #134, 5083 -Te OBO" I - i mr ti. I .172` .98ii' I� �j Aw b170' I, .asp' 111145 -T lb 6. j T��` lll� t t — Am BEAD B BEAD C BEAD D 35 #7036, 0063-T8 a #7042, 8063 -Te 37 #7059,6083 -TO %oly`( LYNNT4U��ii ' No. 56705 '0 •Lg V. !� ' 1070 TECHNOLOGY DRIVE N. VEMCE, FL 34275 Q.O. BOX 1529 NOKO1aS, FL 34274 CERT. OF AUTH. #29296 RI pmasugcomp ewtmt4e gDab nar RevWm- BOM AND EXTRUSIONS J ROSOWSKI FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 CA -740 I NTS 111 OF 11 I MD-CA74OF-LM --►� 1.124' .128' 2.701' .082' 7� .093' FRAME ASSEMBLY TUBE #7004,606346 .993' � �� � � .09711 T .289' .ow. w T OINST. HOLE COVER ANCHOR PLATE ADDON FLANGE #7007.6063-T6 #7071,6083 -TO 70 #134, 5083 -Te OBO" I - i mr ti. I .172` .98ii' I� �j Aw b170' I, .asp' 111145 -T lb 6. j T��` lll� t t — Am BEAD B BEAD C BEAD D 35 #7036, 0063-T8 a #7042, 8063 -Te 37 #7059,6083 -TO %oly`( LYNNT4U��ii ' No. 56705 '0 •Lg V. !� ' 1070 TECHNOLOGY DRIVE N. VEMCE, FL 34275 Q.O. BOX 1529 NOKO1aS, FL 34274 CERT. OF AUTH. #29296 RI pmasugcomp ewtmt4e gDab nar RevWm- BOM AND EXTRUSIONS J ROSOWSKI FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 CA -740 I NTS 111 OF 11 I MD-CA74OF-LM JUL 112014 MIAMI- DADE BY: < _ -- -_- � _- OQUNYORMA 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RM) 11805 SW 26 Street, Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T (786)) 315-2590 F (780 315-2599 NOTICE OF ACCEPTANCE (NOA) WWW.Miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. 6300JIt, titled "Impact -Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state, 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 jab site at the request of the Building Official. This NOA revises NOA No. 11-0922.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. Expiration Date: May 26, 2016 �} Approval Date: October 31, 2013 6a �t t3 Page 1 PGT industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subndtted under previous NOA No. 10— ©819.03) 2. Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A', signed, seated and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A—I thru Irl), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 09/20/11; signed and sealed by Anthony Lynn Miller, P. E. (Subn:rtted under previous NOA No. 11---0922.01) D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922. 01) I` Jaime D. do—se—oh, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (Cownwmm 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration . Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922. 01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Subtnitied under previous NOA No. 11-0922.0.1) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion -- L.M.I.", approved on 12/08/11 and expiring on 05/26/16. Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26., 2016 Approval Date: October 31, 2013 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL GENERAL NOTES: MISSILE IMPACT -RESISTANT PRODUCTS 1) DETAILS SHOWN ARE FOR THE MULLION ONLY ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNM E AND SHOULD BE GENERAL NOTES- t INS!mC K)NS _____.._._...1 • o EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, ELEVATION_ -1 a FKRURE 11 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. WILL TO 2X WOOD..._.._- 2 MIU� MULTIPLE III-------oaealXtwronlF�vERnCaLMuu AF92MTOBE LLTOIX&MASONRY. -2 MULLIONS I / - WEDETAaS I 2) THE TYPE AND NUMBER OF ANCHORS 18 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS OWALLATtON NOTES ---2 E! jl A..O,N: I SHAPE HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL MULL TO MASONRY 3 SHEET8 2.3 NOT HAVE A GAP OF MORE THAN t/4' FROM THE CLIP. MALI. TO STEN. STUD 3 s Q _ MULL TO MULL._«.....______....3 3) THE ANCHORAGE METH008 SHOWN HAVE BEEN DESIGNED TO RESIST WIm1.OAD8 CORRESPONDING TO THE REQUIRED ALTE(1NATa q Z .- i DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT' NO MORE THAN U18D. THE IA STRESS INCREASE WAS NOT USED BAY MULL INSTALLATION,— 4 O 0 �/ I I �/ W THIS ANCHOR EVALUATION. THE 16 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 X 2X.128 MILL SpECs r _8 3 z 1 IIHII III. %% %� 1X2.78 X.3 MULL$ SSPECS �7 � 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SUPE OF THESE 2 F SEE DETA6,8 1 INSTRUCTIONS. 1X&76XAMLLLSPECS.._.......8 W Z AOETAMS R 1X3.125X.= MI1LLSPEC&_.9 m O SHEETS 2-3 I _ 1 \SEE DETA63 1 X4X.123 MULL SPMS........10 � Q ATH q 8) USE THE COMBINED WIDTH OR H mHT oF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1X4 X XS TUBE MULLSPEtS__ 11 SHMM24 ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER 1 X4X.376 T MUU. SPPCS._..._tt f J= ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN 1.26XS.tSSX.26S MULL SPECS_.12 ve tr. PRESSURE HMBHTFOR Z 9� LENGTH HORMONTAL126 X2.11 X A26 MLXLSPEC9_ 16 7 p 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES ALWAYS ROUND UP TO THE NEXT SBE SHOWN ON THE TABLE(S). Mt LL"Ll W X 328 BAY MULL SPECS.....W.16 a Q SHE�TALE. mmmC 66AYMQ INENSCB__._.17 8H�T3 7} ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST IrItR,LWN $qJP OBbENBtONs....1&2* BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT EXAMPLES 1 & 2___.__._.__..._21 W Q AS APPROPRIATE FOR SUBSTRATE MATERIAL DI88IMILAR MATERIALS SHALL BE PROTEC7EDA8 REQUIRED TO PREVENT LOADING E;(Al6PLE5 r__ _22 O FEHE3TRATfIXR REACTIONS. '15 ZO PROMOTE E� 8) REFERENCE TEST REPORTS: Fri -8443; ELCO ULTRACONIAGGRE-GATOR NON'S; AN8VAF&PA PDS FOR WOOD CONSTRUCTION; N MUST BE AD*ALUMINUM DESIGN MANUAL co 2 MANUFACTURED 1=• j co BY POT. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Q C? < p 1. CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH t!� N "/80 DETAILS PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. w A I HORIZONTALg a4 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. huju LENGTH HOR20NTAL M LAL INSTRUCTIONS: LENGTH 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WINO LOADING IS YRECTANGULAW OR IDAL'. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: PRODUC7•RBYIJBD 4) FIND THE CHOSEN M AAD" MULLION CAPACITY "S/FM FROM TABLES to THROUGH Iak ON SHEETS 6 THROUGH 17 •' empayMlB vvilk"FIwWa i? aR¢ Mw LBHGiH RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING Buitftco& �I EotH i"--oaENBUT" "-'I ISH VERTICALLY OR HORIzoNTALL)(). THE MULL= CAPACITY (LBSFM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE Accep6�caA1u REQUIREMENT (LBSIM FOR THE OPENING OBTAINED IN STEP 1). HEIGHT 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN TFPE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THISOmanFOR • aci wHn VALUE REPRESENTS THE W04XOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL I tr LENGTHL �' MULLION CAPACITY. 111111111((/LENGTH / L I � 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/3U&4TRATEIANCHOR CLQ PATTERN f AAYAPPLY) ELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE IOI/1RED ; �)3F •, ANCHOR CAPACITY IS MET. SINGLE MULLION SINGLE MULLION '+PIR 7) IF THE MULLION CAPAC(TY(LBS n OBTAINED IN THE TABLE 13 HIGHER THAN TRE HE DESIGN PRESSUREQUIREMENT N0.68706 oPEw P0RV6RT1 1CA1WroTH MILL FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY ; . REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE �"0� .•.. / b ?3. SEE CORRESPONDING DETAILS MULTIPLE MULLIONS YA FROMflWRE t ASOVE. Bj VERIFY THE DESIGN PRESSURE RATING {LBS/FT,) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL m'.. MULLION CAPACITY (LBS(FM OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE FYYO SHALL APPLY FOR THE ENTIRE RLOENOP••�C9 MULLED FENESTRATION PRODUCT ASSEMBLY. �'16, 1O,1N,-'A'lL 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A LYNN MIL4"' P.E. FL P.E.# 68705 Q! DETAIL A. DETAIL B: MULLION TO 2X WOOD SUCK MuuoclMULLION ATTACHED TO 1XBucNsrwP ANCHOR OR WOOD FRAMING WOOD SUCK AND MASONRY AND J�-:- SUBSTRAM (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYCTHERSI OHM t Z SEESHESTS•mm 0 ig-M FOR KOLE CR DISTANGE, 3 STAmm4mom .4 LOCATIONS a I.1 8EE8EETAM.E8 to LILL ER, - I .. I. FOR MASONRY D FORWOOI a Twe METH M ANCHORS M ILI 4 SCRET-2WWXFOR 0 SIDE VIEW ALL MU LIM 4 STANDARD 0 OFFSET MULL Z :3 a. L EXTERIOR MAYBEBy o i 4 4 40 • 4 4 DISTANCEFOR 4* 4 z - MASONRY EXTE R 4 4. ANCHORS 4.. -4 INSTALLATION NOTES: i) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSM OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER To THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS AD. EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEKHEAD OR FLATHEAD 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL Co SHEETS. 5) FOR MASONRY APPUCATIONS IN MIAMI -DARE COUNTY. USE ONLY Mm-DADE COUNTY APPROVED ELOD ULTRACON OR ELCO W S.S. AGGREGATOR MASONRY ANCHORS. TYP. ANCHOR TYP. ANCHOR TYP. ANCHOR SUBSTRATE, PER SLSSTRA PER SUBSTRATE, SEE TABLES 11 SEE TAKES 19-108 EDGEIEND BUCKBTRIP AND DISTANCE J.•a-.. SEE TABLES SUCKSTRIP 18-108 SEENOTE 1 AND IwcrNERE, MIN 2J K91 CCYitR1ETEORCMU • SEE NOTE 1. FRONT VIEW PROD= ROVISED Im amlyinst withdkoPlod" SHEET 1. SIDE VIEW FRONT VIEW INSTALLATION NOTES: i) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSM OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER To THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS AD. EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEKHEAD OR FLATHEAD 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL Co SHEETS. 5) FOR MASONRY APPUCATIONS IN MIAMI -DARE COUNTY. USE ONLY Mm-DADE COUNTY APPROVED ELOD ULTRACON OR ELCO W S.S. AGGREGATOR MASONRY ANCHORS. TYP. ANCHOR SUBSTRATE, iiiiii /-----TASLSBIIl-l0B BUCKBTRIP AND J.•a-.. ATTACHMENT BYOTHERB, SEENOTE 1 SHEET I. MIN 2J K91 CCYitR1ETEORCMU • FRONT VIEW PROD= ROVISED Im amlyinst withdkoPlod" NO. 58705 oo STA A. NW WlLttk P.E. --FLP.E.#59M MIN W KW CONCRETE ORCool FRONT VIEW Mod 27Km CONCRETE ORCMu SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HiE 044 OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAI„ SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS W MIAMI•DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED ELCOULTRACON OR ELOO VC S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: •. t�•Meu MULLION TO MULLION INTERSECTION (U -CLIP} VARIES L TOP VIEW VARMS LU -Cup ECROi FRONT VIEW NOTES: 1) MAY BE INSTALLED IN -rW OR -CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS. SHEETS 18-M FOR CORRESPONDING MULLION. EXTERIOR SERSHEETS WW FOR HOLE LOCATIONS EDGE DISTANCE SEETABLES 16.1os SIDE VIEW tY DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CUP SHOWN) s7aucnmE TVP.ANdWR , PERSUBSTRATE, SEETABLESi/•toa ` $MOHR= ® VISED PRODUCE RI W1lkttmFlmidB a-Vly 8 IS OFOR ., �. HOLE ` LOCATOW A° No cc 3- 266 KpFodBa2Caaro Nuuaori ®. . � Illllli(iT DWANCE T LYNN 4fl,' '� •' FORSTEELSTUDSTRWImmTHAN 16.108 •• DENSE :�Q �:•' i FRONT VIEW 18 OAAND COMIUAM WITH THE FL SURD8I6 : * Tau�TRYon AttA - __ *:' No. 58705 EXTERIOR USE WOODAKCHORSPECB SIDE VIEW NOTES. 0A 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 4i�� '�o.. ����'�pS •.cCORIOP.•�G.�� 2) SEE CORRESPONDING MULLION TABLES, �is��lO, NA��! i� INUI SHEETS S•17. FOR QUANTITY OF SCREWS. A. Lf{�II(I P, P.E. FL P.E.S 58705 DETAIL F: FIELD -MODIFIED MULLION CUP (F -CUP) awasuLSA-e. SHEETS 2AND 3 FOR IMAU ATWH TOSPEWOSUBMATEB. SIDE VIEW SHOWN WI1H rxrX.125' MULLION DETAIL G: ANGLE MULLION CUP (ANGLE CUP) O O O O TOP VIEW SEETABLESiB•Ha I I I I I I 1 1 1j 1 11 1 1 rX5'X.128• 11 1 1 ANGLE CU. I I I 1 2PERMULL mf 1 1 I MUST 09 B$TAU 1 1cl�o I no= OF MULL 1 NOTES FOR INSTALLATION OPTIONS P. 1) DETAIL IS NOT APPLICABLE FOR THE SAY OR 128' X 2.11' X.12W MULLION. 21 SEE TABLES 1B-108 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30' OR45' 8AYMLILL 9TO.P,,V.IE.W O O SEE TABLES EXTERIOR rXTAN=CLIK �2FEI1N2R.LoN ENO,MUST OFSTALL®W910E OP BAYMUL. NOTES FOR INSTALLATION OPTION G 8 H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B -11S FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. Isd LYNN ...........!Zee �'��, • V\CENSE P * No.58705 D do )S t >L; 0 STATEPL ON l',MI�P`E FL P.E.S 58705 TABLE 1A W to 1>➢D1e 1>9In 86(n 90In Attcbar Capedly Table t00EB 120 Lr _. I in I 199In Tmofdom MaXEimrg. 176FIGURE &,..ic.; Tiwrdam. Uwdmg. DeWfAms Sm*3mK T R •0BPf7dmg. ftcwnw4w v*fftmB.• Re¢t Tepf7derrg. 1x2X.126 �pB lmRng I L t -ft lmdmg � FWUW CMU PT uaft 4� Mems lnamvg L� � t L*Nft L—ft Alum. Tube _ MmTu III -fill, ll, 'a I, 3Ns FJooURrmm 114 EbolAlRoon w88 w Viii ANGLE CLIP MUST BE USED IN PAIRS. Fu r 2.12• � a 3.118• Y 2-vr r 2.12• 2' 3.18'2- , 1 a48' a64" if d IIITABLE 1B NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (Up—) X kMULLtoNCAP ,,, „1IANCHOR CAP.— USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL `MELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: • • IOURE 2: • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND STREET 22 FOR INFORMATION ON LOADING.SEE Attcbar Capedly Table SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1000' ""'- 176FIGURE &,..ic.; 3: Sm*3mK a) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 2.7kCV4rete Ilkn makwQdu FWUW CMU PT Mems ArOWClpPattem9 Armlmriypa 3H8 Ek4U0Kmn il4"EtCOUBraoaiuftmm ane•E100 3Ns FJooURrmm 114 EbolAlRoon w88 w Br15•an twesew 610 aw Mstem 912 steel Ulmem AgWaGaa ScmwKit`i Semw(OS) BCrer M ANGLE CLIP MUST BE USED IN PAIRS. Bdge 0lmelmept r 2.12• r 2-112• 3.118• Y 2-vr r 2.12• 2' 3.18'2- GRADE 33 AND .SHA THICK N AT L E). STRUCTURAL STEEL TO BEAT THICK 12VSTEELT STUDS TO BE A L ANCHORS MA THICK AND faTB. ALL ANCFIORS WTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BkYOP10 a48' a64" x324" Embedmmd(kr I -SW 1.8N" 1314" 1-w T 1-0N7' 1-114' 1-414"1-1w : ��''7`sS�ONAL �� ��•� 1-114" 41(4' T 1.38' 488" tees nola4j 2Ar*IwsQD 4.76'ABn O.a lBtaMeN aOmel 1 11* 3901bs 4809* 8501D8 Im-ms 27006 280 WB 3 fts 440 We 488166 68400 1182Pos 328 ms 4100* 0 ft 4 Aim6me ® t18• MA 0.4 f 8%0ftal (w 0mm) C9p m 2p 46016B 70006 WA WA MDA WA 380 0* WA WA WA WA WA 662168 M116 111006 4 Andmis®ffit9n. 0A1M2n8Ar4eC�s1ftn MMe 7800* 860IDB 1860168 18889s Boo lh+ 660 n* WA 750 ros 908IDB 880IDB 23848* 59-ne =me 11209* 2Ai*ilae ®a4S Mirt dC. f I1C6A Imo 118` A6ml. (F1g 4j WA WA WA WA WA WA WA WA WA WA WA WA WA WA 71eg* 1 Anot*tt F4xp ig.8j jr, 1951to 228168 4480* 8120* 13606 1 1400* 1778* VOW 2340* 332 roeW10* 1B3 q18 2108* 2808* 2Ane gg-Ll6"Min O.CJ F.C9pM 8Y 2100* 350MB WA WA WA WA 1900" NA WA WA MDA WA 325 p* 4200* I6e NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (Up—) X kMULLtoNCAP ,,, „1IANCHOR CAP.— USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL `MELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: • • IOURE 2: • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND STREET 22 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1000' ""'- 176FIGURE &,..ic.; 3: a) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. F-9 0HOLES TO BE DRIAED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 16-20. 2000 1 I 1 FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND OROUT-FlLLED 1 FIGURE 4 FIGURE 6 FIGURE 6 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•SM WOOD SHALT. BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.6& ALUMINUM SHALL BE 8083-76 AND BE A MINIMUM OF .125' �} ® GRADE 33 AND .SHA THICK N AT L E). STRUCTURAL STEEL TO BEAT THICK 12VSTEELT STUDS TO BE A L ANCHORS MA THICK AND faTB. ALL ANCFIORS WTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BkYOP10 7• X 2" X.128' MULLION • THE TERWL •• i�Q •. ST : ��''7`sS�ONAL �� ��•� A. LY�(Nid+MlP.E. FL P.E.# 68706 TABLE 2A TABLE 28 FIGURE 2: TABLE NOTES: Anchor CepaCSy Table (03s) asomplyinawndwFlorida MuMon Capactly Table Substrate 27k C*Wdo 3m Cam. I OpermoWidth(tmver6Ca0Tspamtn -Acros)0rOpantngHolght(for hulmmol peMngmtft-) F* Feted cmu 6012 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. meld 8012 70in IoW 801n WOW 1250 1401n 76h 1 x 2x,378 Re WVft Loadire I TWMeie. tmmn9 RoftW laat89g m I TM#Tftg ROM L"V loa0n8 -9W -I UWTdmg. Rwreoter laeWrg LoaN77g Tre(rl6are. R UspRFmtg. tlauarealar LoadWg LOSd00 L -ft L -ft TmplMeng. Rmlm�xr US72f g. L -mm toa8re Lmft twit 7 TM;"mng. RmOm�ttar Lw t9 T"wre oa Lire Ahim. Tube Muton umon 1-114' 1-114' 1-Iw 1-104- 1.1/4• r I -w 7382 (see mte 4) 2Amh4no47WW.0.C./Stsdmd or 7 390 M. I 1 I I Soma 1844 t1. lbs 462. 884 me 42W 17&0 620 17&0 436 151.3 6622 17&0 476 12&7 662 1170.0 WO 1139 662 16.6 616 100.9 662 IS&$ 517 8&8 862 18&9 617 7&7 862 788.8 617 60.8 6� 186A 817 �.7 860 189.8 St7 =me 4&L,_ 121.8 807 13&0 419 COCA W7 11&2 410 86.8 607 10&7 403 7&0 607 Me 398 676 W7 We 397 8&8 807 98.9 3% 60.7 607 99.0. 396 414 807 98.0 398 3&0 507 6.0 366 080Ws 60.8260 1037 468 1146 379 68.4 468 88.9 371 74.7 4W 80.6 367 84,8 846 $80 876 486 81.3 367 et8 488 80.0 3W 432 466 8&0 �9 37.0 460 B&0 366 324 46B BDA 366 840800 640 8&4 400 913 338 71.2 WO 80.8 328 81.0 400 727 322 -4 WO 87.3 318 476 4W 80.0 316 427 400 823 314 36.8 400 81.8 313 3a8 400 81.8 313 2&7 400 816 318 WA 6W 623 324 8&9 278 61.9 324 57.8 270 446 374 61.2 284 309 324 48.9 260 34.6 324 4:4.8t2152-14 307 42.0 265 26.0 324 405 283 222 324 4&6 � 1&6 324 40.6 20 234 me 63 In US 294 87.4 262 44.8 284 492 278 38A 284 428 241 3&6 287 328 237 2&9 297 37.1 284 382 232 224 294 33.8 239 192 314 230 1&8 294 314 r40 WA - 612 4&e WA 4&e ?30 39.0 26 424 •728 33.4 268 376 221 28.2 288 34.1 218 2&0 26 31.8 16 2&8 212 6b 76 2&0 710 C&7 27.7 7W 748 255 27.7 267212 an 225 37.9 198 30.0 225 322 191 28.7 225 2&4 16 228 226 286 iW 20.0 225 23.8 226 221 180 18225 20.3 177 129 18.8 176 11.3 225 1&$ 178 780 306 202 320 777 286 269 272 173 21.8 202 23.8 170 1B2 202 226 16! 176 202 '12.7 202 18.4 16 128 202 1&7 iB0 tab 166t68.970275.61611780 11=2 28.3 182 MA 188 236 182 25.1 165 202 182 220 � 17.7 102 18.7 tb8 15.7 192 1&1 182 18.8 1W 17.8 182 162 762 1a1 14.4 1W 8.9 192 142 1W 800 189 144 1&0 128 15.4 1M 1&1 128 980 162 127 '15.8 113 TABLE 28 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA m) X ( ANCHOR CAP.vANCHOR CAP. `MULLION CAP. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE. USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES: Anchor CepaCSy Table (03s) asomplyinawndwFlorida Substrate 27k C*Wdo 3m Cam. I How F* Feted cmu PT vlow 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. meld ARdarC6pPattows A � WIF Eft Utmw 1ta•Eft* t rNM 6Me•EWo tateoan 3n6'taw t9lreoon tt4-EWo1/6re0on 714'88 sm am$*Et- 114.86 EJ4o 9t0 MW Aim U9twoon for 8mmM 0128ted Meted S4t4WPM Sme M Edge at0tet7ee Mt r 2.177 r 244 3.7782 r 2-7? r 2-7A" r 3.1/62 r 0492 aw 0.324' SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Embedmew On7 1.314'Vir- I -w I -w r 1-114' 1-114' 1-114' 1-Iw 1-104- 1.1/4• r I -w 7382 (see mte 4) 2Amh4no47WW.0.C./Stsdmd or 7 390 M. I 1 I I Soma 1844 t1. lbs 462. 884 me 1182 U. 420 me 4AWIM61.162Lem O.C. I Stensaas(orO6e1JC9p IFb• 2j 48020 70011. WA WA WA WA =me WA . WA NA WA WA 8B2We esoas 1120gs 4Antltaa®3'ABn. O.G lTd}Wt6AreWC6pe!(Flg.37 mu* 78011. 080Ws 1t,80me law" 890We Boos WA mme memo BW Me 2384me 0623a 840800 1120WS 2Anahm NO0.46• ML O.C.! UC&R Wlo 1182 AWm. It 47 WA WA WA WA WA WA WA WA WA WA WA WA wA WA nems 1As>C)ptl F4767IF4887 125 ft 105 we 223019 448190 872Bp 138019 140 ms 177809 37000 234 me 3929ba 681 ms 46019 21011. 280015 2Aeahae®1.16'MW.O.. 6167848.0): 240 Its I 3Wme WA WA I WA me WA WA WA WA WA 328me 1420800 09001s NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA m) X ( ANCHOR CAP.vANCHOR CAP. `MULLION CAP. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE. USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES: asomplyinawndwFlorida BuildinCod 41- A No F* 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I tour F" _ E 2) LINEAR • INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. PtOdnG can ; 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. 2•00(r I 1 I I Lo HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. .( LYNN FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. ANGLE CLF MUST BE USED IN PAIRS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT+ILLEDL o • , �Z : JGENSF �:' FIGURE4. FIGURE 6 Fltil1RE CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -W WOOD SHALL BE PRESSURETREATED ; * : No. yS705 �� . YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 6DOB-T8 AND BE A MINIMUM OF.128' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1' X 2` X 378• MULLION a� L 13 • THE MATERIAL. 7 A LYNNINULLER,P.E. FL P.E.# 68706 TABLE 3A 000 Gam Ito 80 in go In to0 in 1201" t40in 1000 1 x 2.76 x iteptTdang Reeteag der TiapTde"g ReUr g Ae imp m". 7tep .. items Tmpfdmg. rrepRdeng rtaue"somr 1 7tapridang TiaPdaia� .376 AlumLooft Le✓uI� Igadng Lmml"D lnakg l4adng Loam imine 1o�ttg L 8 Cmo* Loewe ! L4BQo8 lmdng loitdlpg Tube F10 Mwoon BLE 3B — I' \CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: ],�� FIGURE 3: Anchor Capacity Table (lbs) ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: 6uhmn"e: • 2.7k Conde 1111 3.e1, c" 0 H89owcmu R dCUL PTVMW new AtxhorCBpPatt9 Aaottoriype: 9x16" Em tAbaoan 1W EIeO tgbamn 6Ha'Eko tatmdan 3tiS' Elco 110raeon 7r4- EI00 LRmean 1/C 88E Agere(ietor 8!13.000 1/4.30 Efoo 010SW st2alam ats Steel tgtteoan Agg[eWten 8mew(11M8an08(CiQ SdmW((ib) Ed�0ie18"oe@"t r 2.4/2' r 24m 3-W r 2-trr r 2.1w r Mry r 24r TOP 2324' Embedment 14W 1314- 14C t3r4• z 1. w I -1w i-t/C 1-im 1•vlr Vw r 1-w t0B' (tea"ate4) aAnotwm�47C O.GISIeodaWu00setCIIp( >k 390 40000 8900s 134408 wome 280 tbs ft d 414290 0s Abs Note 9 ABo"as01.1S'001.O.G /Stotqud (a0!@ehCUP (Flg.2j 480 Its 70D 0s 09A VA ICA WA 36009 WA WA - WA WA wA 652MB =We 112008 4AONWWQ7MJn.O.G/(2)2K5A"gis(2F8/(F7g.3j 780Ibs 780 ros SWW 166008 18980s 84009 OWOtB WA 760 mB Webb 8800s 23650s es20o 84002 t 4,0 aAt 9 Q,4V MftL 0.G r 1/a' ANm ft 4j NA WA WA MA WA WA WA WA WA WA WA wA wA MA 71600 1Anohm/F43Ip (Fig. 105 We 1850s 71S0s 408108 82a0s t980s 140108 TR On 3700s 234 We 33208 Bat tbs 13308 210 2808ie aArobme®1.16l0aGG/ (Fig Bj 24oro9 3559 -1 -WA wA W A teems WA . WA wA wA wA 32808 4200s 8�8g — I' \CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: ],�� TABLE NOTES: FNASnUK W;A •/ll"r1 i T PAJJLi1101tn 1 rUMMLW: (OPS) X (ANCHOR CAP., o,,,,� =ANCHOR CAP.— MIAlION USE THIS FORMULA TO OBTAIN THE AMCHOR CAPACITY REQUIRED` CORRESPONDW G TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY ,FROM THE TABLE) OF THE SELECTED MULLION: IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFYADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3W SPECIFICATIONS. HOLLOW AND GROUT -FILED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -M WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF .125 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045 THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125 THICK AND Aft ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. P No.88705 -D -.(At/A 1 :.�: ��0'•. OF . i�aCS .,FCORIOP.." ���� ONALo`�� A. LYNN OuB&R, P.E. FL P.E.# 58705 FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: • 1111 0 o • TABLE NOTES: FNASnUK W;A •/ll"r1 i T PAJJLi1101tn 1 rUMMLW: (OPS) X (ANCHOR CAP., o,,,,� =ANCHOR CAP.— MIAlION USE THIS FORMULA TO OBTAIN THE AMCHOR CAPACITY REQUIRED` CORRESPONDW G TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY ,FROM THE TABLE) OF THE SELECTED MULLION: IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFYADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3W SPECIFICATIONS. HOLLOW AND GROUT -FILED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -M WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF .125 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045 THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125 THICK AND Aft ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. P No.88705 -D -.(At/A 1 :.�: ��0'•. OF . i�aCS .,FCORIOP.." ���� ONALo`�� A. LYNN OuB&R, P.E. FL P.E.# 58705 TABLE 4A TABLE 4B FIGURE 1: Mumon Ca Table Obom TABLE NOTES: Opening WIdB► (for w1cb-*mri19) o►0ponie88 f- ) 5010 6010 701m sok, ' gain 10010 t"In 14010 note 1x2,76x Poectaftalft uwnfm Rmlowft I Twp7plms ft"aft I Tle mmp. Reatalgda Tw ftlg. f4e*w* Tmndm0. MctagW I TooTdere. fttWft I TWp MM Roto W Whims 14W 10Am Twp/TAM .B mum L -ft Loaft Loaft L%ft L -ft Lwft Loaft Loaft toadtlg L=ft Loaft Loaft Lomto L -ft Loft Loft Loafing Toe Mul4on' 3MV E0016twobn 1N'EboMom 6n6'E10o Lamm 3H6'Eloo t1ie= 1/4"19w,"m ilS88E09 VIVO@ N4'SSEN e10 SW 0128" i*$W Appwftatot UW9 M A92MG11 r 8a (Gm 8awwpm 8mear(OSL 11 1 11 if it 11 11 if 11 'ZitIN1 11 11 111 11 If 11 11 11 if if 11 if if if 11 4210 17.0 620 17&0 49 170A 7k 170.0 478 170.0 688 I= 808 170A 862 17&0 519 170.0 112 170.0 621 170.0 1240 170.0 521 170.0 14M 170.0 am 188.7 1820 170.0 1 121 198.6 1= 170.0 521 48 In 170.0 708 170.0 524 17U 850 iT&O 664 170.0 912 170.0 090 170A 1193 170.0 881 170.0 tM 170.0 617 170.0 1417 170.0 680 141.7 1417 170.0 080 MA 1417 170.0 660 108.3 '1417 170.0 6W 60.078 to 170.0 741 17&0 666 170.0 866 170.0 631 170.0 1018 Inc 684 170.0 1188 170.0 7x1 tae Ime 170.0 747 146.3 1268 V" 758 121.0 1286 170.0 7106 ISIS 1286 170.0 756 CIA I= ROA 768 6410 170A 767 170.0 612 Ma 056 170.0 861 170.0 1118 170A 764 1%71 1130 170.0 803 Me 1130 170A 837 126.0 1130 170.0 886 IWA 1130 170.0 Bet 60.1 1130 170.0 Set 78.3 1130 170.0 681 6010 ROA W 17U 701 148.0 018 1625 761 12x8 016 144A 740 106.0 816 1329 796: 675 M 129.6 728 67.9 016 1185 720 732 OtS 114.4 746 623 $1$ 114.4 776 866 015 114.4 N5 6310 1513 830 161.9 T10 129.8 630 136.8 684 IMS 830 1232 ON 64.0 830 t122 870 864 830 INA 682 76.8 830 09.4 858 83.3 830 645' 8W 642 030 661 611 473 630 04.1 609 6610 1321 757 140.0 650 110.0 767 1103 630 767 IOU W 028 787 0&1 014 73{ 787 S&1 606 883 767 642 890 55.0 757 70.0 593 472 767 782 int 41,3 767 T82 691 7210 101.7 6311 IOU] 862 Ke 636 91.0 810 72.7 896 80.1 6m 03.0 038 722 821 MA w SBA 514 Me 636 a" 608 423 M 512 500 389 639 66.3 497 313 836 SL2 187 IS In 868 8N 903 498 721 5H 7&6 480 1 87.4 478 64.1 671 80.6 {N 483 BN 65.6 464 439 671 81.8 460 363 671 473 �! 303 571 44.8 447 213 6N 44A 448 7810 80.0. 56 83.4 474 65.7 5M 703 488 61.1 542 82.1 456 6&0 6R 58.7 440 44A 542 NA 442 40.0 541 47S 437 3&3 612 43 {29 283 542 40.6 425 2&0 842 431 423 0010 52.1 407 _637 361 43A 407 45A 387 972 407 393 349 325 407 38.9 919 20.9 407 3.1 We 283 Po7 2&6 331 213 407 2&1 627 i8A 407 24.1 922 16.9 487 78.0 316 961n 42.0 355 M.1 = 35.0 368 379 314 307 360 32A 300 25.8 358 'S 304 23A 366 2&1 3M 215 3S8 24.0 265 173 368 21.0 289 t8.3 366 102 284 WA 10410 30.1 261 303 216 2&t 263 253 281 21S 283 22.6 247 18.8 263 10.6 244 18.7 2x1 1&0 240 15.1 203 183 til 1AW01FiWp(Flg.61 11191 273 267 289 242 23.1 287 293 238 103 287 20A 236 R9 287 18.3 231 15A 207 18.6 228 3518 110 22.0 279 229 208 16.3 229 1&0 2010 fa7 229 t82 202 mras 59100 TABLE 4B ANCHOR CAPACm AD tuSTMENT FORMULA: �) X (MULLION CAP. a,� -ANCHORCAP.- \MULLIONCAP.- ,. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACTTYTABLE. ry l = ram 1 m a rroe 1 a:L6•, uom 1 nr .`iAMt ArIW1U11 rAl I r.M AWUAriUiLI1 VALUebi AU R1i .`iTAnDARD 1.'IJP. (Z..:>CIRC:LED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: Asher Capacity Table (Ib9) TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 2-A ConcMe 3.ft cao. How cmu SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHOD. mmew PTW000 maw AnotW CUP PaBStM AWWTVM 3MV E0016twobn 1N'EboMom 6n6'E10o Lamm 3H6'Eloo t1ie= 1/4"19w,"m ilS88E09 VIVO@ N4'SSEN e10 SW 0128" i*$W Appwftatot UW9 M A92MG11 r 8a (Gm 8awwpm 8mear(OSL Edp ostmae5n T 2 -Lr Y 2-177 3- 1 2. Y 2 -Ur 3-w r Q. Qw owr EMb.kMt&* I- W' i -w 13+4' 4-1w r 1414' I-Iw 1-114• 1-174' 1-iw 1 -UP r OF- 1316' (nae note 4) 2Amh1s 4947g'614L 0.Q/8ta�r0a08/a Wp0�.1 393 Ode W p19 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED M Wo 740159 438we 884Se 172@8 azoPos 420m. No 4Anehae4g1.16t'td1a O.Q /8latltlmd (aOlddjl9lp (Wg.2T aotbe 70000 WA WA WA WA 38010 WA WA WA WA WA 852 Wo MORS 4AnWgw4D9•M LoM,1p2a5A,%WCups/(Rfp. 7601s Mon none leear. 1868Ws 540Wa molbs WA 76020 mms 660 VA238029 8821109za 2Anohore 69 0.45 Mta O.C. I U=A tnb ll6', 129. WA 14IA WA WA WA WA WA WA WA WA WA WA NIA 1AW01FiWp(Flg.61 1&400 19S1s 2281108 44506 82229 3518 140 177@9 37019 ?3418 mras 59100 103Om 2909* 2A9U m GI.I1r Mh MCJFC9pft Wes 31016s e0A WA WA game t0A IN WA WA WA MRS ANCHOR CAPACm AD tuSTMENT FORMULA: �) X (MULLION CAP. a,� -ANCHORCAP.- \MULLIONCAP.- ,. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACTTYTABLE. ry l = ram 1 m a rroe 1 a:L6•, uom 1 nr .`iAMt ArIW1U11 rAl I r.M AWUAriUiLI1 VALUebi AU R1i .`iTAnDARD 1.'IJP. (Z..:>CIRC:LED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHOD. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE • -1 3) MULLION AND MULLION CLIPS'SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEET$18.20. Le . F• . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GRaIT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED FIGURE 4: FIGURE FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6003-75 AND BE A MINIMUM OF.12V •METAL THICK STEEL T1R)8 A3& ALL ANCx-10GRADEO BE A MINIMUM A 33 ANO.0W THICK (18 ST GE). STRUCTURAL. STEEL TO BEAT T .125' SHALL EXTEND LEAST 33 SCREW THREADS BEYOND THE %. 1x 1ltlllill L •• 4, "/, �O ...... !� VOENSF * ' No. 511705 TLC, l o�S P3 ' wLu p'•. ST TE . ���Fe_ •FLORl4P:�GZ A LYNN'ITAIP.LER, I FL P.E.# 58705 TABLE m 9010 I In 70to Anchor Capacity Table Obs) eo10 9510 10010 1+1.W0•�I 12010 FIGURE 1• lata FIGURE 2: 16010 Reotengolm Tiaprrdmg. RmO I der T1apmmlg. Reolart&vim Tmpl sm ftwaarel Rade ftkmft Trmmmu. treater TreWfdang. Reo1m�BWm TOpiTdm®. Rader�lm Pmw CMU TrapRdmtO. R T10F10imi8. Vx8.128"x Icaft Low twit Loadoe Low L -ft Laaft Laaft uxft Lw409 L -ft LeauO Loads® Lbeft LwBnO 3-118` LWAM 2•Ur Loading. LwAft In Tube MA r 3118' r li ii, cxr ',I "I ',I,, I 1.91r t V4' I 1.995• r 1 -Ur 1 -Ur 11-r M,00 Mw Mw lIi t-ur ThlH FIH lIi ,39509 46089 880 ft 1964 8a 270 Ds 2801hs 3148= #1 188 tbs 684 tls t mw it, 42009 if, Aa91wie 6$1.1e, um me- I81mWmd C&ptFlg$ 4952. 70009 WA WA WA WA 3800. WA I TABLE 58 ' w•a�.rwac vmaca n3 ��r. a�ruvu�vcu w.ir. Anchor Capacity Table Obs) 1+1.W0•�I FIGURE 1• FIGURE 2: Subslmta; 2.0 Cmete 3.83Cw0. mamcmu Pmw CMU Pr Wood mom Aneasr'lypa: 3H6• Boo tAOaom AntllorC�P0Oem9 U4.1890 6r18•Bao t3ieaaa SW Boo llbmon U4 Ebo 13100010 Ur 88 Sm 6(16•Ew lir 88 El= 010 SW V2 IRM 012 Steel AsgeOetar l3fiaom AggaOetar serehr(a3)' somm 8mertl06) Fztpud m on 1• I2.1rC r I 2-ur 3-118` - r 2•Ur 1• I 2 -Ur r 3118' r 016• 0.64 cxr E.Wdmml Qa 1.4i4• I 1.91r t V4' I 1.995• r 1 -Ur 1 -Ur 11-r Mw Mw Mw r t-ur 1.3x8• (—nd.4 604.78• t M ,39509 46089 880 ft 1964 8a 270 Ds 2801hs 3148= 74089 188 tbs 684 tls t mw 3282® 42009 09 Aa91wie 6$1.1e, um me- I81mWmd C&ptFlg$ 4952. 70009 WA WA WA WA 3800. WA WA WA WA WA GUAM � 840Pos 1120@. 4 Moha.6$ffid&t.O.QI(?)2t8Atkletxps �lg.3): 7902s 79509 88Dg9 108000 189509 81009 8800» 341A 78009 Welts 88009 238109 65209 810®0 112009 SA.sikm6D0.18• td10. MC 4): WA 1420 WA � WA WA WA WA WA WA WA WA WA WA WA 1 409 t Aaotw/F-Mp 19509 19520 22609 44609 SUM 19509 14000 17709 37009 2342. 33209 8tH 2. 19526 21009 280- 2ArAh= D1.1fr WLR41FZffp( fi): 24orn 38010. WA WA WA WA MIS WA WA WA WA WA 92820 4202. amt. ANCHOR CAPACITY ADJUSTMENT FORM UI.A: (DP ) X ANCHOR CAP. �, ,,\ =ANCHOR CAP. USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLm CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. RWILL YIELD AMiNI UM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE ._._.........`......�...`.r....,....�....,�.......,...«n..o.rv.uw w•a�.rwac vmaca n3 ��r. a�ruvu�vcu w.ir. 1+1.W0•�I FIGURE 1• FIGURE 2: TABLE NOTES* 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2) LOWAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPEN114G WIDTHS IS ALLOWABLE 3.12W D�m 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 1620. 1 F HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-x. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PARS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 4: FIGURE 5: FIGURES: • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE OD8348 AND BE A MINIMUM OF .125•THIM STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04V THICK LEAST 1 V ICK AND A36 ANCHORS INTO METAL SHALL EXTEND AT L18 EAST 3 SCREW THREADSSTRUCTURAL L BEYOND T 1' X 3125• X 6 MULLION (T YF MULLION) `� ��: apENSF •�� iii * No. 50705 :�n ••. s TE OF • �4ti A. LYNN MO FL P.E.# TABLE OA 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILED Anchor Capa•hy Table Ohs) M1d8on CepaoBy Table pbsl� SOUTHERN PNE WITH OF 0.68. ALUMSHALL 8083.78 ANDD MINIMUM OF.1 THEE STEEL Opening Width (forue18ca0ys w6M m11Io19) orOpentng Height (far hod2of Wspaming mUlons) AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. loin Me 7018 Bob 90m 10018 t20m 14oto 1M1n Imcaml aadlmgft neplldmm• 7190. 18011 eog. F 1089 eag. 14edengder Twplldeag aeomnaa• Reafwig0ar TmWrnans • Tr�ruwa agar TaapJlde58. aeoteaguQar tlep7mer• 1 x4x.IW Loam I-" Leaft LOaft WOO Lowing Loeafog to ft Lead" Loa6rp LOad'0g I I.I Loa" t"ft LoImd58 loading I-" M1101on e II I al &UB' P iIlIl 111111H 111111 111[ 1 1111 0.m 1700 We IMO 439 1700 744 170.0 479 1700 808 1700 606 1704 91AL4 619 170.0 Me 1700 521 1700 1240 170.0 621 1700 1488 1700 621 148.8 1489 170.0 621 1270 1409 1700 621 4818 t70.0 708 170.0 584 170.0 00 170.0 684 Me!882 170.0 030 170.0 1193 170.0 661 1700 1276 1780 677 1665 1303 170.0 $0 130.3 1303 170.0 NO tt1.7 1803 170.0 880 87.7 1303 1700 880 90.05m 1700 747 170.0 03 170.0 690 170.0 63t 1702 1018 170.0 ON 1700 1196 170.0 723 "10 O 170.0 747 140.6 1238 t70A 766 .III 117.1 1236 1700 768 100A 1235 1700 769 01.0 MM 1700 7M 64m MA 797 1700 612 t70A M 1710 on Into Me 1702 764 164.4 1158 172.0 8M 1372 1168 1700 837 123.6 1158 170.0 356 i@9 1168 170.0 Or 882 1158 fl0.0 ON 772 1168 Ince 861 Mto 170.0 80 1702 An 168.7 1042 170.0 797 142.9 1012 101.1 832 125.1 1042 148.7 815 1112 NO 1364 Mf 100.0 100 1302 791 83.4 1092 128.1 702 710 1042 126.1 768 820 100 IM.i 782 Mto 170.0 930 17x0 746 1612 002 163.8 818 1219 002 1414 7M 113.4 092 1314 70 158.8 992 121.4 M 58.7 M2 114.8 768 760 892 1080 745 84.6 902 iMA 744 68.7 892 158.0 758 Min 186.4 .847 170.0 758 1379 947 1410 758 1111 017 1305 758 103.4 947 117.7 702 914 947 158.7 730 82.7 917 1022 727 880 917 86.1 719 69.1 847 844 771 81.7 847 840 711 7218 19SA 80 142.7 737 1132 849 1214 722 9.0 649 1584 7M 844 $0 814 688 760 849 58.7 6% 67.9 849 OLT 676 589 818 MA 689 584 848 Me 062 426 80 72.4 661 Alto 742 020 9.0 782 89.2 04S 620 7M OU 610 722 70 580 MB 842r4- 1160 7M 158.7 M6 58.3 768 ttZ$r274 AU 762 0.8 582 0.3 782 MA 5W 311 M 58.4 686 78 In 1064 724 1t1A 634 810 724 04A 713 724 828 600 Me 724 74.4 658 59A 58.1 681 58.4 724 63.4 60 44.0 724 67.3 073 362 724 64.3 587 33.4 724 58.6 W got. 89.8 60 712 489 610 60 BOJ 417 80 62.9 458 408 6p 47.1 468 380 42.6 492 94.8 813 58.6 446 290 60 940 458 210 613 32.1 490 21.7 60 30J 0.6 M m 675 478' 582 427 47.8 478 49.7 402 476 432 412 68.8 476 380 408 319 34.8 400 28.7 478 MO 996 239 478 28.1 388 20.6 478 260 330 t79 478 242 378 08 t. 582 977 '41.1 341 39.8 377 34.6 289 377 300 We 25.2 377 216 325 22.4 24.0 8Rt 20.1 377 22.0 $17 18.8 377 t9A We 9.4 377 171 584 90 Its 111 to 371 387 979 313 309 367 319 28.8 987 270 313 23.2 997 24.4 300 216 2L0 358 180 357 211 301 18.4 357 17.4 204 MODS 12018 28.3 908 284 We 260 306 2M7 21.0 358 21.7 NO 18.3 358 192 587 185 175 2n 700 652 We 144 m 174 212 172 IM 0Avdam®1.16' LOn. 0.0 IStaMazd alp 900ff9 I TART F HR -ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUUW 41ENT FOR THE OPENING, WHEN iT iS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YEW MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 8: TABLE NOTES: • • • • • • • • E-0 • •1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MILLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES FIGURE 8: FIGURES, FIGURE T TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW • • • • SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILED Anchor Capa•hy Table Ohs) CONCRETE BLOCK BE PRESSURE -TREATED YELLOW UNIT (CMU)SHALL INUUMTO ASTM C-90 80 BE A SOUTHERN PNE WITH OF 0.68. ALUMSHALL 8083.78 ANDD MINIMUM OF.1 THEE STEEL ANGLE CLIP (FIGURES 68,6) MUST 13E USED N PAIS. STUDS TO BE A MINIMUM GRADE 33 AND .0413' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Alelm Cip Polfelrl0 SulsM 2.7x0mcme Imcaml Mum Cmu FMWC73U PTW=d mom &iG EIM tw as Eb0 &w Eft U41f866o ifOSIed fastest fabled AneiDr 3tt8'EIa+UaaOat 1/4 Exo 11Dat0at UM=w 3tla rdc0 U4a4.1 114 t3eo uhacoaAWOOft tom ANDGe� (" (M (" I Edge Mft-03): 1' 2-1tr 1• 2-tW &UB' P 24W 1' 2-IVWr r 344 r R4r am 0524 r waftenf 1-14 1514 1-14 I-wr r t-114 1-114 1-1/4 t -V4' 1-tw 1-U4 r 11w isle' (See nda4) 2 0.4.75 WL ../6 dOlpftIor NOWS I 3800s 450 Its 8906a 1h9 23DIbs SUMS 740Ds 468Ds was 11469 8M28 42DIS 6MOs 4A098am Q2.M' I01 QQ184sn"CApft 700761 7009 658 Me 141066 90 Its WA MOOS WA MODS WA m s 700 652 We 840E 1120as 0Avdam®1.16' LOn. 0.0 IStaMazd alp 900ff9 i40059 WA WA WA WA Mae WA WA WA WA WA /304x9 1MODs MODS 4Mfts0S' Min, O.C. 1(2) 276Mg1e CUps(Ffg. 5 iM6s MRs MODS 178063 32Mbs 84009 5Of1S 70868 148O6s 8M6s 1358 We 238463 wo 840158 fa08s 0Anthms(it S' ML O.C. I(2) 2A h* ldlt3(f4g.8r 1170Ds t1T06s I MMS 2340Os 2844 b3 8108s NQ Me WA 1140as 140423 13MM 351866 mom aOb3 t680O9 4 Andwro OO.46M0L OA.I UICIIA Ode 318' AU% (Ng. 7): WA WA WA NA WA WA WA WA WAWA WA WA WA WA 149260 2Ma19m®228'70LQQ1F•t0p7(Ftg. 3ODs WOOS 20069 7Mt7s 4786s 1458 Me mf03 ODS 4405s 061 68829 420Cba 680b3 4 Anctas 91.16' Ian. 0.0. 1 F4Xp P1a. ON 458 6) MM NW WA WA WA 358 Ds WA WA WA WA NCA 65213 84009 ta0ibs -ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUUW 41ENT FOR THE OPENING, WHEN iT iS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YEW MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 8: TABLE NOTES: • • • • • • • • E-0 • •1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MILLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES FIGURE 8: FIGURES, FIGURE T TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW • • • • SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILED CONCRETE BLOCK BE PRESSURE -TREATED YELLOW UNIT (CMU)SHALL INUUMTO ASTM C-90 80 BE A SOUTHERN PNE WITH OF 0.68. ALUMSHALL 8083.78 ANDD MINIMUM OF.1 THEE STEEL ANGLE CLIP (FIGURES 68,6) MUST 13E USED N PAIS. STUDS TO BE A MINIMUM GRADE 33 AND .0413' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. LYNN 4f `�� •' ENSE * N0.58705 MIA Sr' `q1s'/ONA1-L� A. LYNN MIC��h, P.E. FL P.E.# 88708 TABLE 7A TAR[ F 711 Mumon Capaft Table AftdIorCapacAy TBbl9 (Ib9) op-mavwd81(lor 0Ad801m) orOp0 HOCM for hmwm&opq emin81mA-) 606 70 In 686 BDfa 1006 120(. 1406 1686 Ti�001m1g. 167 Ta1p706.g. Tao WW*. 14 of UWn%* RedanIOU TiaXAlmV. SWM Tom. 1agMen9. RwWngmar Ra nkng. RD TraF✓W-8. s Leed6g Load69 1 toed6g Waft Loedn9 Lwft Loaft Loa" tooft Loada9 Lwft Loaft Lwft Loaft Loaft Loafing - 2.7HCamle &Q Cam. 42b 170.01 Bao 170.0 I 436 170.0 744 IM0J 478 110A 888 OUI 608 170.0 02 170A 619 170.0 1118 170.0 821 170.0 1240 170.0 621 170.0 1468 170.0 621 170.0 1736 170.0 821 170.0 1883 170.0 486 170.0 708 170.0 04 170.0 8M 170.0 881 MA 8M 170.0 870 170.0 1133 170.0 601 170.0 12M 170.0 OR 170.0 1417 170.0 680 170.0 17M 170.0 WD 170.0 1883 170.0 880 151.8 1024 170.0 680 • 60.8281. 170.0 747 170.0 663 j 170.0 1 886 170.0 Mt' ITOA 1018 170.0 684 Imol 1106 1 Inc 723 170.0 1345 170.0 747 170.0 1494 170.0 709 170.0 1790 170.0 768 168.0 ists 170.0 768 1383 1819 170.0 768 M In ' t70.0 797 170.0 812 170.0 878 170.0 WI 170.0 1118 IMO 784 170.0 1278 t7OA 803 170.0 1194 170.0 837 t".0 1094 170.0 858 168.9 1788 170.0 WI 137.1 17M 170.0 881 128.0 1789 170.0 881 d1WE6o idwmLIMA 170.0 606 170.0 701 INA 1099 170.0 7W 170.0 1240 170.0 878 170.0 1417 170.0 814 170.0 104 170.0 M8 INA 1818 1T0.0 1093 12&8 1810 170.0 10&1 111.0 1819 170.0 1003 973 1619 170.0 1083 tN•88 Emo $fir ko 1K188 Eko 9108M H28ted •128teat � 1,11mm Saew((q smopQ 8aewm 170.0 830 170.0 748 17.0 1118 170.0 660. 170.0' 13M 170.0 040 170.0 1488 IMA 1018 1682 1642 IMO 1078 HIA Wa MA IVA 1173 1612 IBBB 1168 100.7 150 tWA 1187 8&1 1842 tWA 1167 k113 170.0 W{ 170.0 768 170.0 1168 170.0 803 170.0 1984 170.0 1002 180.8 1409 170.0 1080 1423 1409 1683 1148 12&6 1409 1883 1130 107.1 1409 t47A 1108 OtA 1472. 146.0 1104 803 1472 148.0 1104 2.474 170A 1083 170.0 $78 170.0 1276 170.0 1009 160.8 1320 168.2 1101 1320 IMO 149.0 10M t173 1328 1373 1066 IMA 1320 128.8 IOI9 8" I= 117.0 102{ 78.4 1320 112.6 1013 60.0 I= 1126 1012 1112 170.0907 149.6 IIN INA 1013 12821184 139.0 994 1122 118{ 1262 978 00.7 104 118.3 W4 68A 1184 -IOTA 962 74A 1184 07.6 035 84.1 1184 911 097 68.1 1184 M3 m r 16&1 1124 170.0 OR MA 1124 147.0 9M 118.9 1124 f88.8 962 103.8 1109 116.0 091 09.3 1124 106.8 018 83.0 1094 98A 808 093 1111 09.0 868 09.3 111.0 613 BIN 61A 1121 832 878 9D6 108.1 BIt 1113 289 90, 809 863 736 772 814 821 724 W.0 844 73.3 712 80.1 809 883 202 M.0 844 81.4 OU 45A 814 64.2 876 38.0 814 6&0 868 393 844 47.7 609 096 09.1 742 91.5 689 742 742 ".2 862 83.8 742 072 841 09.7 742 68A MI *A 242 84.1 822 443 742 683 814 32.1 742 43.0 WO 313 742' 39.0 690 27.8 742 37.6 864 1086 a" 658 MA MO 60.1 689 7316 621 44.7 609 46,8 513 09.1 we 41.4 = 34.8 M 373 498 313 0 0 342 409 28.1 IN 29A 4111 223 609 28A 409 1&6 668 24.7 466 1116 WA 686 09.8 403 40.0 809 493 483 412 809 429 487 38.0 609 9&0 409 32.0 8M 342 473 2U BM 313 4W 24.0 MS 27.1 457 28A - 21.3 448' '1fl0 609 22A 442 1206 683 426 4&4 433 3&0 476 68.0 420 328 476 332 420 283 476 28.8 414 283 475 28.8 409 228 476 243 -404 t9A 478 21.1 309 183 475 18.7 3W 143 478 172 381 IM 6 28A 330 20.7 1 309 1 22A 390 224 309 Ifl9 330 183 282 t83 330 17A 289 TAR[ F 711 ANCHOR CAPACITY ADJUSTMENT FORMULA: (D -) X / ANCHOR CAP. o, W \ aANCHOR CAP., `MULLION CAP.,�„�„ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT LR LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. my 1 C run 171E VI-mr I CuP, Ubl! Tt1E SAME ANCHOR PAT TEM AND ANCHOR VALUES AS THE STANDARD CLIP. TAME NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE S: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • • • • • • • • • • • • ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. U. - FIGURE 5: FIGURE 8: FIGURE 7: ANGLE CLiP (FIGURES 6&6) MUST BE USED IN PARS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANMOR OPENING WIDTHS LR ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSWNS, SEE SHEETS 19-20. HOES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18420. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -W. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 80 OF OAS. ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF.12V THICK STEEL STUDS TO BE A MMUM GRADE 33AND.OAG THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND ASL ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. LYON M/ EN * ' No. 68708 * ' OL 52, . O,�n'•.• STA "XORIDP._�.G\.`. A. LVWKLLgA: F FL P.E.O SS= AftdIorCapacAy TBbl9 (Ib9) swom 2.7HCamle &Q Cam. Ho6a1712AU I FWomw vr*w I Meld Aldld'CBp PaOmis A1Id1ar 3f18'Eko Utwoan tAC'64otWewn ' d1WE6o idwmLIMA Eft Uffam 1f4Ek6tRleallf tN•88 Emo $fir ko 1K188 Eko 9108M H28ted •128teat � 1,11mm Saew((q smopQ 8aewm Edgo ReOM v 2-tw r 2.474 MIT24W r 2-tw r 3-108' r &4r 0.81' 0327 Embedmmd(6 1314' 1217 1314 13741 r 1-vr i-Im 1.114' 141c I-tw r � I -W 149N' (oe8de4) 2AfIdI•a 4.76'096. /8tatatmd CSp .tm 368 =83 48053 80016• 1044 FA 28003 03 740ba 46823 86020 1828* =20 420 Mobs 4A9N1om (18224126.0.6/6) ftd42fp fig. 700183 70069 88003 I4100m 962 gm88010- NA 030 ms WA 880b. NA 062 b WN 1120bs 8And31 QL161 UbL O.G/SWndffd CUP ft. ON lbs 1400 b4 WA NA WA7Mbs WA WA NIA NA WA 1904103 18Mb- mobs 4AfmbMGV'666. CLC./(2WAr*aps (Ftp,6): 709 bs 780ba ONb 1780 Om WW Ra 88025 708 In t4W g3 M82m 13286$ 236423 W2 tbs Mb. 112853 6.013)31$®3'Mgn.O.C.I (2)2tbAage Cdys (FS.11706. 1170 ba IMOD- 2327 Om 280905 BfObs 84099 WA 11109. 14048, 13280- 364608 W80$ 12806- 108083 4Amfias®8.48t86.O.C.IIFOp,OdotAt'AOw.(Rp. NA WA NA NA NA NA NW NA,H9A H9A f0A WA NIA NA t4M10a 2AwJ-Q2.28'N6.O.C.IF4Bp(Ftg. BMiba 30909$ I 2880- 7M0s 478163 1 NA 2099- WA 34823 Olhs 4806- obi mum 4800. Abe 4NWhMQ01.18"M3.0.C.1FlMp 480 PA I 700bs I WA i NA I WA I WA I SMRs WA NA WA WA WA 6820$ BM b- 112083 ANCHOR CAPACITY ADJUSTMENT FORMULA: (D -) X / ANCHOR CAP. o, W \ aANCHOR CAP., `MULLION CAP.,�„�„ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT LR LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. my 1 C run 171E VI-mr I CuP, Ubl! Tt1E SAME ANCHOR PAT TEM AND ANCHOR VALUES AS THE STANDARD CLIP. TAME NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE S: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • • • • • • • • • • • • ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. U. - FIGURE 5: FIGURE 8: FIGURE 7: ANGLE CLiP (FIGURES 6&6) MUST BE USED IN PARS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANMOR OPENING WIDTHS LR ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSWNS, SEE SHEETS 19-20. HOES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18420. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -W. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 80 OF OAS. ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF.12V THICK STEEL STUDS TO BE A MMUM GRADE 33AND.OAG THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND ASL ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. LYON M/ EN * ' No. 68708 * ' OL 52, . O,�n'•.• STA "XORIDP._�.G\.`. A. LVWKLLgA: F FL P.E.O SS= TABLE 8A Mullion Ce ally Table Openblg WltiD1 gorvel6aaHy ldn 111II111o119) orOpening Height00my mtdH-) Mtn solo 701a sale earn toot. 120In 14010 1601. 1.28• x Rodms a IWIIen9• pAdwyAw Tom. Renienp0ar Twoumre. Iteot.now neplMen9. Renes I TwwmmS Ttpnhn9. %� Rwtmgd� Tmr71xao8. 3.188"x lm Loo9Be Looft Loaft Loaft tmft Loafing Loafing Looft Looft Loafing Loafing LoadaB Loadn9 Looft Loa8.9 L"ft L.wft Mtti 421, 1710 1 620 1710 436 170.0 1 744 1=1 478 170.0 sM 170.0 608 170.0 992 170.0 518 170.0 1118 170.0 MI 170.0 1200 TT0.0 MI 170.0 t4M 170.0 821 170.0 1738 170.0 521 161.0 i M 170.0 621 4810 170.0 1 708 117mo 824 170.0 895 170A am 1710 692 1710 an 1710 1133 Me Bet 170.0 1276 170.0 On 170.0 1417 TMO 880 181.8 1618 170.0 880 13V 1618 170.0 880 1t0.1 1648 170.0 BM M.6161n 170.0 747 1710 683 1710 M4 170.0 831 170.0 1018 1710 084 170.0 1119 ITOA 723 176.0 1348 170.0 747 187.0 1466 170.0 788 1392 1186 170.0 795 118.3 1488 170.0 766 104.4 1486 170.0 768 6410 1710 797 Inc 612 170.0 886 170.0 881 /TOA Itis 170.0 754 170.0 1276 1710 803 163.1 1378 00A 837 HU 13M 170.0 868 122.3 1318 7710 861 104.0 1378 170.0 881 04.7 7378 170.0 881 60 In 170.0 8M 170.0 701 170.0 1083 170.0 797 t668 1108 1719 878 139.0 1148 107A 930 12M 1188 166.8 919 1112 1188 1804 912 927 1188 144.8 905 70.4 1188 1443 m 693 1168 144.8 005 63M 170.0 900 170.0 745 180.1 1081 170.0 880 1372 1051 169.9 M2 120.1 1951 H2.0 818 1017 1061 132.3 837 911 1051 126.7 830 811 1951 1193 022 BBA 1061 119.1 821 604 1051 119.1 021 p ,.4810 187.1 967 70 7M 139.3 267 1613 M 119.4 067 134.0 760 t04.4 967 MIA .777 92.8 857 1123 7BT 83.8 267 IWA 768 89.6 957 100.0 760 89.7 so 884 748 6U2 867 88.9 T40 �3Sp 7913 1217 604 135.2 M8 107.3 804 1162 954. 813 954 1111.3 671 SL4 ML[30A-385 713 804 64.1 650 64.4 804 79.8 on 83.8 954 723 833 484 804 953 828 402 am y� Tato 109.4 M 114.4 030 912 772 972 818 782 772 88.3 608 80.4 722 611A 722 713 888 81.7 722 616 680 468 722 953 670 39.1 722 66.7 M 342 772 612 954 N 7810 1012 895 106.6 800 804 BM 89.5 MB 72.3 886 78.6 877 63.3 M6 012 886 843 560 008 868 80.1 553 422 866 642 549 382 886 61A 537 31A 685 95.7 638 BO iO 888 8t8 MA 467 062 818 873 449 47.1 618 60.1 441 412 816 308 816 418 428 330 818 37.4 422 V.6 618 33.1 413 233 816 316 4W 20A 615 211 404 981, 64.3 663 958 401 453 145347A 387 388 495 4140 301 33A 453 30248333.2 483 314 374 228 495 288 Me t94 03 24.3 360 17.0 495 228 395195(. 30.1 395 89.0 323 313 318 272 350 214 313 738 395 212 3M 22.7 906 111 358 26.8 300 16.9 388 H.0 20336.133636.626.3 301 241 338 211 267 264 336 183 Me 219 295 128 334 19.7 28612070 278 240 28.3 244 232 no 184 240 26.9 246 174 UBO 114 295 t0.4 248 tit t. 111 201 18.3 IM TABLE SB ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP-) X {ANCHOR CAP. =ANCHOR CAP. - MULLION CAP.,,,,,,,,,../ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2 TABLE NOTES: F'-1260'-1 to • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USiNG THE TABLES AND SHEET 22 FOR INFORMATION a fro ON LOADING. SEE SHEETS 2.4 FOR GENERAL. INSTALLATION METHODS. FIGURE 3: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANINOR OPENING WIDTHS 19 ALLOWABLE. .��ON: ....Tv . 4f ANGLE 3) MULLION AND MULLION AR CLiPS SHOWN E NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3188' �� .. VICENSLc • • • • CLIP ESOFBFINFOLLOWING D DIMENSIONALSB No. 68705 �. 5. USED SHOWN ON SHEETS 180). FIGURES SHOWSU ESTEAPPROXIMATE HOLE i4 IN PAIRS. WOOD SHALL FILLED CONCRETE BLOCK UNIT CMUSHALL CONFORM TO ASTM C40 GROUT-FILLED SUBSTRATES- CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND 2 (/t FIGURE 4: FIGURE @ FIGURE 8 - () . ! 4 I S CS UJ BE PRESSURE -Ti FATED YELLOW SOUTHERN PINE WITH AN 30 OF CAA. ALUMINUM SHALL BE T 0 STA O • 125, X 3.188' X 268' MULLION ��F •' FCORiOP••• • 6D83 -TS AND BEA MINIMUM OF .125 THICK. STEEL STUDS TO SEA MINIMUM GRADE 33 AND • .OAS` THiCK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125 THICK AND A30. ALL • LO -1 • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (t.IIC VF MULLIIXN) �,,O/ONA%- V.• • A LYNI % 1 t 1vP.E. FL RES 68706 Anspor Capitally Table Obs) AfWWTM AndwCDpFellow rxkpomtmew9ntr 3118•Gro UUmm 2•Irr 1cow uAfwm r 2 -gr 334 Caw. SN6'aim3N8'F1w utreom 3-W Il&a0a1 r U•t/d' Honowchlu I/T Eiw l6Maom r 2-V2'z -FEW taw PTwwd mewl 114'89 Etw SW Mw 14r8819m 9/08101 81281ed 01284ed A Uumm Ame0dor Soma(0M Saa l" eusw(O81 347F' T &4rOWa Emheftat6.k 1.374' 144• 13'4' I- W z 1-tt4' 1-It4• mw 1-714" I -W 1.114' r 1318' 1378' (on note 4) 2 ®4.78O.C.lsmgeN p 1 390 380 450®0 M! 04 MOM 3541D0 ft los IDs 1 Lbs 425 m0 we 4 Ane1wae 4D 1.15 t0n.0.Qr81wgm4CB799g. 4 4800s 1 7O01be WA NIA WA MA 380 Ow WA WA WA WA NTA soms 84090 tt261h0 f Anoh- 7 Mh 0.0.!(5 x18At�ef9pe (Fig. Sk I M1 780 ms 795 Bs Man 1880 Oa tuaws 84ows man WA 760 Re 0:180fs man 2384 Me 65200 Mbs IMUS iArcMas ®0.46' 1.0.O.1.0- treo 1/8' Atom (Flg. MOA PgA WA WA WA N!9. WA WA WA WA WA I4U WA WA 1432Ota t A=IwlFMpfftg.87 195100 I 1020 1 7250* 446 ms F. 1351* 1 Ow Wile 370110 27400 332 Im lbs 18300 210 gw 26DPo0 2An Ma0M1.tV-Mh O.MlF;VpM tows 1 3mms WA WA WA WA 180Os FgA WA WA WA WA I 378M 420 OIs l800>s ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP-) X {ANCHOR CAP. =ANCHOR CAP. - MULLION CAP.,,,,,,,,,../ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2 TABLE NOTES: F'-1260'-1 to • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USiNG THE TABLES AND SHEET 22 FOR INFORMATION a fro ON LOADING. SEE SHEETS 2.4 FOR GENERAL. INSTALLATION METHODS. FIGURE 3: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANINOR OPENING WIDTHS 19 ALLOWABLE. .��ON: ....Tv . 4f ANGLE 3) MULLION AND MULLION AR CLiPS SHOWN E NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3188' �� .. VICENSLc • • • • CLIP ESOFBFINFOLLOWING D DIMENSIONALSB No. 68705 �. 5. USED SHOWN ON SHEETS 180). FIGURES SHOWSU ESTEAPPROXIMATE HOLE i4 IN PAIRS. WOOD SHALL FILLED CONCRETE BLOCK UNIT CMUSHALL CONFORM TO ASTM C40 GROUT-FILLED SUBSTRATES- CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND 2 (/t FIGURE 4: FIGURE @ FIGURE 8 - () . ! 4 I S CS UJ BE PRESSURE -Ti FATED YELLOW SOUTHERN PINE WITH AN 30 OF CAA. ALUMINUM SHALL BE T 0 STA O • 125, X 3.188' X 268' MULLION ��F •' FCORiOP••• • 6D83 -TS AND BEA MINIMUM OF .125 THICK. STEEL STUDS TO SEA MINIMUM GRADE 33 AND • .OAS` THiCK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125 THICK AND A30. ALL • LO -1 • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (t.IIC VF MULLIIXN) �,,O/ONA%- V.• • A LYNI % 1 t 1vP.E. FL RES 68706 I TABLE 501• so in 7010 noomm ,OO zttatcas LoadOg Loedag Lmd67g 1.oed6® La Atom.Tube MURIon IN I TARLF OR iBBBB��fi mein I teom AnnhorCepeeBq Tebte jN•) > �)X(ANCHORCAP ,,��QANCHORCAP.® MULLIONCAP. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MILLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: F10URE 2 FIGURE 3 FlGI/FtE 4: `„•!CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. 2 �' Pro art- Co9ftd� • • • • • • • • 1) TABLESHEFB ,0011lillff// 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADINQ SEE SHEETS 2-4 FOR , • • • • • GENERAL INSTALLATION METHODS. FIGURE FIGURE 8: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHSAND/OR OPENING WIDTHS L4 ALLOWABLE. .& .: '•. is • • • • • • 260" 4 OOM No. 68705 • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE ? LOCATIONS. STA )5 !7 ;' ,t1/` FIGURE 7: FIGURES: FIGURE 8: FIGURE 10: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT �iO'(` ''•.,F( ANGLE CLIP SHALL CONFORM RE __ OR10•.•' G �� • • • • • • MUST BE USED ALC UMINNUM SHALL 808346 AND BE A MINIMUMS OF .HALL 8126' THICK STEEL STUDST OB A MINIMUM (TRADE 33 AND AW THICK (18 r X r X IV MULLION OUTHERN PINE WITH AN SG OF 0.56.��'rSS�O+'NA1: \�? `�• IN PAIRM GAUGE} STRUCTURAL STEEL TO BEAT LEAST .126' THICK AND AM ALL ANCHORS 8470 METAL SHALL EXTEND AT LEAST 3 SCREW A. LYNN M11ItER P.E. • • • • • THREADS BEYOND THE MATERIAL. FL P.E.# 68708 2.A Corwate MCmc. twamcm FBbtlCdiU PTtA'ood meal Attd1o1 C8P PffiteA1s Atwha 3/18 Elco t36aoan 1w Emo %a""UYeem 9tt8'Qoo 3ft8 Goo WOpm 114 t800 U6a0m Iwasm" 67wma t/r 88 Elco AWeft• Lft— AOgefletw •team Mosel •128teel Saftt" &-0* Sw-(IM r Dlste 6m r 2.117 r 3 r 242 V 2• 7 sow 7 0.48' &W 0.'804' Eft*mmt Poi 1-w I -W 1377 137r r 1-t/r 1-w 1-117 1-117 1-117 1.11r r 1-w 1.918' tees note 2Arnim 904.76' MbL 0.411 12mindcup 092. t or moms Ibe 450160 MOM 13440 - whin 280@0 31411. Wou 4sene 041m, 11825, 328@0 Ere 5800• 4Anehaa''®2b8•Mi0.0.0./8bsdwd(2pft:* 74016e 740160 830 ros 1485Ms t424IPc WA Molts PDA 461as NA Mthe WA 652 to 8W16s 11200a $A2*= 0 wr Nn. 0.0.1standard cup ft q 880160 060 Mike imam WA WA Mtbs PDA MR* WA WA WA M11,11 1280100 16801D#i7120E; ®3' /C2)2e6Angfe CItPsft$ 7800• Mao 18800e imam 69o0as WA 78016a 980% 860 the t02 he 8400m 117000 to2om2340@0 28"Un 840100 WA IwNs lbs 1m8a news 878roa t280ItsWA WA PDA WA NA WA WA WA WA WA WA WA WA WA8Ape6•a®oArMin.Qc /U42ip.Edo118'A6oa p9p. Q WA WA WA WA WA WA WA WA WA WA WA WA PDA WA 2A0h=@298•MN.O.C./F-CDpft 970Poe 370ms 31500 7430q 712I6c WA Mico NA 34800 WA 44000 WA MOM 420160 OR1rapift 39016e MMS 34010 MUMS e48Ws wows 280 @e WA 380 ®s 480 ms 440PoS 1180@0 '328160 4201bs �)X(ANCHORCAP ,,��QANCHORCAP.® MULLIONCAP. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MILLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: F10URE 2 FIGURE 3 FlGI/FtE 4: `„•!CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. 2 �' Pro art- Co9ftd� • • • • • • • • 1) TABLESHEFB ,0011lillff// 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADINQ SEE SHEETS 2-4 FOR , • • • • • GENERAL INSTALLATION METHODS. FIGURE FIGURE 8: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHSAND/OR OPENING WIDTHS L4 ALLOWABLE. .& .: '•. is • • • • • • 260" 4 OOM No. 68705 • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE ? LOCATIONS. STA )5 !7 ;' ,t1/` FIGURE 7: FIGURES: FIGURE 8: FIGURE 10: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT �iO'(` ''•.,F( ANGLE CLIP SHALL CONFORM RE __ OR10•.•' G �� • • • • • • MUST BE USED ALC UMINNUM SHALL 808346 AND BE A MINIMUMS OF .HALL 8126' THICK STEEL STUDST OB A MINIMUM (TRADE 33 AND AW THICK (18 r X r X IV MULLION OUTHERN PINE WITH AN SG OF 0.56.��'rSS�O+'NA1: \�? `�• IN PAIRM GAUGE} STRUCTURAL STEEL TO BEAT LEAST .126' THICK AND AM ALL ANCHORS 8470 METAL SHALL EXTEND AT LEAST 3 SCREW A. LYNN M11ItER P.E. • • • • • THREADS BEYOND THE MATERIAL. FL P.E.# 68708 TABLE 10A WA !4A WA WA WA 6YA 288486i+ -2.00V' 4 Motor Capacity Tablo (its) No 13'113154 NhMn Cagglift Table • Opening Width (for leAics*Vwrngm116_)o70penin9Nol8M(for news) t70Dsere(e: Id 3dk C• SUR 60ht Mta 5901 9010 159h 120In t401n 159117 lwcmu 0.6 41 T/eplRimg. 11edmGu Tmp'7deftg. Ti3pI Im. Twpfiimlp. Ro0letlglOer T/3pii4ng. 1 Tf3P/11e59. ftacfe59l TiepP870g. f TrepTdeog. 1 TR4J7dmg. ' PTW=d 2x8x.26 Loaft Loaft Lwft Leaft Lmdpg L -ft 1 L -ft Lam" faaf3tg Lem Loafls9 L-ko kwwTrpa: 3716•Ekol7bma e: &16'Eioo Ufe00A Altun. Tube mlimon 1!4.5700 "I,=AWeGaw 1/4'881790 W10,1900IW 88 Eine #t0steel #%Steel 0128W Mm m A> 0« Plt a=W(G5) Sw-((M 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWU40 DIMENSIONAL RESTRICTIONS SHOWN ON FdVINAUM ): r 2.112' r 2A!!' 3.11#' r 244 r 2.172` r 3.178', T 4212 1704 625 170.0 436 FOA 744 1790 478 170.0 960 170.0 500 170.0 882 170.0 910 170.0 1118 17xO 621 170.0 t240 110.0 621 170.0 1488 I 170.0 591 170.0170.0 Sit 170.0 1983 170.0 SM 0.824" � 1474' 1414• 1374• 4314' r 48117 170.0 708 tMA 524 tno 850 170.0 564 170.0 902 170.0 830 170.0 1133 170.0 881 1704 t276 Inc 877 170.0 1417 170.0 880 1709 t7001170.0 880 170.0170.0 900 170.0 2267 170.0 610 1.114' 1.1/4' I -W 1.•114^ 7 1378' 148' I-ote4) 59; m 170.0 747 1704 593 170.0 898 170.0 sit 1790 1046 17U 004 170.0 2186 170.0 723 170.0 1345 170.0 747 170.0 1444 17&0 A.0. HMA 1793 17x0 769 170.017U 706 MO 23M INUI 7611 R0./ Standard cup M1«2): 390180 S0.• 45909 ii � � 250976 541n 170.0 M 170.0 812 170.0 SIS 170.0 601 170.0 lite 170.0 754 1790 1278 170.0 BR! 170.0 1434 170.0 837 170.0 1564 17x0 M 170.0 1013 1790 681 170A170.0 Sgt INLO 2559 170.0 881 468 [be 084109 182109 320m3 420 590fb9 4Amb•s 594.W 0a0.0.7 CUp(FlO. 3 t786 6019 1790 886 1700 701 170.0 1083 170.0 797 17U 1240 170.0 878 170.0 1417 170:0 014 IMO 1694 170.0 008 17U MI '170.0 1033 170.0 2125 170.0 1063 170.0170.0 1083 IMO 253;! 170.0 10113 Ih6 � 8400• 6591b3 _M ft U 8386» 63 In 170.0 940 170.0 744 170.8 tits 170.0 SM 170.0 ISM 170.0 NO 170A . 1488 170.0 1015 170.0 tM 1709 1070 170.0 1559 170.0 1122 170.0 2231 170.0 1159 170AF0.0 1171 170.0 20'15 Into Int am as Mfb9 1120103 SAnohmQ IJrNIn.0.0.l8tmW7d C0pft4): 116003 140029 10fOW3 2595 ft WA 68 In 170.0 974 /707 789 170.0 1188 1790 903 170.0 1384 170.0 1059 170.0 10$8 1740 1088 1709 1753 170.0 1155 170.0 1018 170.0 1210 170.0 2338 170.0 1218 144.01790 1286 170.0 3117 1700 1280 NIA 1066163 z WA WA 13040e1880 40 ft22 720 170.0 100.1 170.0 878 170.0 17/6 170.0 1000 170.0 1488 170.0 11215 170.0 1700 1'59.0 1225 1700 5913 1700 1316 159.0 1125 170.0 1359 1790 2660 170.0 1180 170.0170.0 1598 1790 3/0D 144.0 1630 780tb3 soft 1860593 1898168 690173 Swum Im 7600• 7601 17U 1122 170.0 gal inks 1318 170.0 1080 170.0 1670 170.0 1598 170.0 1784 IMO 1322 170.0 2010 F0.0 14M 170.0 2243 170.0 1506 17x0 5992 170.0 10.59 170.01709 1594 170.0 3889 170.0 1705 7304W 592103 softs tL BAm 03'NIO.O.C. /(1J21�Anptef2lpa .ej'ilxAM 6 I=ft 3%0the Min 170.0 0161 FOA 087 1704 1381 IMA lits 170_ 1811 1700 1250 170.0 1042 17U 1368 1790 2072 tips 1414 170A 23M IMO 1564 170.0 2783 FOA IM 170.0170.0 1777 1590 3803 17U 1786 1120 ft WA 1�n8 J 176023 �= l304f08 1810108 901n 170.0 1328 1780 1144 '1700 1694 170.0 I= 170.0 1598 IMO 1498 170.0 2125 17MO 1659 170.0 2391 FOA 1783 099 2868 170.0 1018 170.0 Was 170.0 2125 166.0170.0 2273 136.0 3413 170.0 2381 1010fbs 2100 go 144406 3700 ft WA WA 132oun WA 90117 170.0 14F 170.0 1232 170.0 17M 170.0 1434 170.0 1883 170,0 ISM 170.0 2287 170.0 1446 FOA 2560 170.0 1952 170.0 2833 170.0 2586 180.0 3109 1704 2390 137.7 1088 2470 120.0 5189 158.1 2428 WA 105806 282006 33M Me 4Ano M ®L34• WA O.C.1110A Bao 118' Abe/. (Rg 61; WA WA 100 In 1790 1684117U 1409 170.0 191S 170.0 1817 17U 2231 17U 1870 170.0 2590 170.0 2M 184.8 2181 170.0 22'/1 1480 2781 161.9 2339 125.8 2781 140.4 2281 IOU1259 2204 92.7 2181 1f0.k 2100 WA NIA N H 111 m 17xO 1838 170.0 1454 Fat 1988 170.0 1700 17U 2253 170.0 1932 170.0 2821 170.0 2149 1618 2832 182.3 2245 138.8 2832 148.1 2215 itis 2032 128.4 21M 97711&1 2126 804 2539 108,3 2.098 143286 6AWMGa8rlfM.0.0.if1C8AOso118'A43a(FW 141.0 %� WA 52 S2 WA 125tH 170.0 1771 1700 1666 176.0 2126 M1mo 1850 1844 2286 2590 1991 !3&t 2262 1<1A 1884 120.1 2262 1752 1938 1061 2252 1791 1816 80.1 2282 890. 1BTL 77.21.to 60.8 1838 8L6 2152 81.4 1608 H 4WA � �' 2AmOme ®4.88'419 0.0.lFCtiptOj 144 to 12&i 1884 1288 1445 1042 1504 106.1 1425 89.4 - 610. 1407 78.2 1584 80.7' ISM 69.6 15M 72.3 I= Ss 15M 65.7 1358 62.1 1881 BBA 139D 447 1584 49.2 1305 30.1 1861 447 1283 450 ft 859 ebs n YN � • ABLE 108 FIGURE I: FIGURE 2: FIGURE 3: FIGURE 41 FIGURE B+ FORMS: FIGURE IO: FIGURE 11: • • • • • • • • •• • • i FIGURE 6: FIGURE 6: F7GURE A. ANGLE • • • • • • • • CLIP • • • • • • • • URES 66(FIO7) MUST BE • • • • • • • • USED IN PPOUL 1pP_)X MUI.LiON CAP.,,,,,,a,� -ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPE{ W% WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM -THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TBBLE. WA !4A WA WA WA 6YA 288486i+ -2.00V' 4 Motor Capacity Tablo (its) No 13'113154 Lb9 T40I1• 48886lisi?� 8 9281bs Its 880103 WA 633100 WA 1481 MA 8621Ds 840 ft 112010e ,yam TABLE NOTES: t70Dsere(e: Ilk Cmmete 3dk C• lwcmu F®ed Coal ' PTW=d New AIICtIG'1r�Qp Pa58iI19 kwwTrpa: 3716•Ekol7bma 1/4'EbolA0e9pt &16'Eioo Ufe00A ffi78'Eloo fOtnnm 1!4.5700 "I,=AWeGaw 1/4'881790 W10,1900IW 88 Eine #t0steel #%Steel 0128W Mm m A> 0« Plt a=W(G5) Sw-((M 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWU40 DIMENSIONAL RESTRICTIONS SHOWN ON FdVINAUM ): r 2.112' r 2A!!' 3.11#' r 244 r 2.172` r 3.178', T 0.48' 960' 0.824" Embedment fl9X 1474' 1414• 1374• 4314' r 1.114' 144 1.114' 1.1/4' I -W 1.•114^ 7 1378' 148' I-ote4) 2Ano1g180976'N(0. R0./ Standard cup M1«2): 390180 Mlbs 45909 007 18440.0 210 lbs 250976 354 Me 7400M 468 [be 084109 182109 320m3 420 590fb9 4Amb•s 594.W 0a0.0.7 CUp(FlO. 3 t786 7601b3 Ih6 ft 8400• 6591b3 _M ft 1459 ft 8386» 110420 23N[68 am as Mfb9 1120103 SAnohmQ IJrNIn.0.0.l8tmW7d C0pft4): 116003 140029 10fOW3 2595 ft WA WA 840 NIA 1066163 WA WA WA 13040e1880 40 ft22 4 Alt b=83' Mh MG IM296N49 C11p3 M at Min 780tb3 soft 1860593 1898168 690173 Swum Im 7600• ON me 880fbe 7304W 592103 softs 1120079 BAm 03'NIO.O.C. /(1J21�Anptef2lpa .ej'ilxAM 1680@9 I=ft 3%0the 3782596 1080108 1120 ft WA 1�n8 167Pp• 176023 4728f03 l304f08 1810108 224096 %A76hat3401.6'Wrt.0.0./(Zj2�s A7�•pip9l1N9•7r. 1010fbs 2100 go 144406 3700 ft WA WA 132oun WA t500ne WA WA 105806 282006 33M Me 4Ano M ®L34• WA O.C.1110A Bao 118' Abe/. (Rg 61; WA WA WA WA WA NIA WA - WA WA 143286 6AWMGa8rlfM.0.0.if1C8AOso118'A43a(FW 141.0 NIA WA t•9A WA WA WA 4WA 2AmOme ®4.88'419 0.0.lFCtiptOj 39066 390x0 450 ft 859 ebs 1832 270 h3 280103 4 An*h= @ l.7r W& 0.01 FC0p f17g 111: 690108 700foe W5ft %86IDs WA WA 470Ib8 FIGURE I: FIGURE 2: FIGURE 3: FIGURE 41 FIGURE B+ FORMS: FIGURE IO: FIGURE 11: • • • • • • • • •• • • i FIGURE 6: FIGURE 6: F7GURE A. ANGLE • • • • • • • • CLIP • • • • • • • • URES 66(FIO7) MUST BE • • • • • • • • USED IN PPOUL 1pP_)X MUI.LiON CAP.,,,,,,a,� -ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPE{ W% WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM -THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TBBLE. WA !4A WA WA WA 6YA 288486i+ -2.00V' 4 No 13'113154 Lb9 T40I1• 48886lisi?� 8 9281bs Its 880103 WA 633100 WA 1481 MA 8621Ds 840 ft 112010e ,yam TABLE NOTES: MlmW Dodo W 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEET$ 2-4 FOR GENERAL INSTALLATION METHODS. .143) 2) LINEAR INTERPOLATION BETWEEN MALL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. & * No. 58705 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWU40 DIMENSIONAL RESTRICTIONS SHOWN ON A vt SHEETS 1820. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. = O , O 0: t� ' ' !V 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWAND GROf1T--FILED 0 ., STATE : '���`S'•.-CORIOPYELL.•' CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALT. BE PRESSURE -TREATED 44SHALL AND BE MINIMUM OF.12V SOUTHERN PINEOFRADE ALUMINUM O EA (18 .04 THICK GAU 4 STEEL 70 THICK STEEL STUDS MINIMUM GO MID BE AT LEAST.125' THICK AND A30. ALL ANCHORS INTO METAL SHAD. EXTEND AT LEAST 3 SCREW 2`X g -X 26- A. LYNN MILLER, P.E. THREADS BEYOND THE MATERIAL MULLION FL P.E.# 68705 TABLE 11A. SABLE IIB AnahOr CapaoHy Table Obs) mullion Capeow Table BlR2 . 271ccoawetelmcw&l OpO tg WidthQOrVet90BDy-3pmrilgf17fA10119)orOpening HoWlit(torhM apamin8 f01AOf5) H9aa7Cm F81ed CMU PTWaai 16etai 8010 SOLI TOio BON 9016 tOOIn 1'2016 Bre' Hoo 1d0O1 18016 128"x2.11" Reownwilor Tmplfty, RularmAm LSa1ag L -ft Leaft I Tmpt7dm0 Re* Loadf09 Lam row Tw#Tdan9• Rmtmpnffir taft Lwft Tmpndw4 ReaftVitar Troplil n9• Re*rotdet TmpTrlmp. Reo P'aPmRaB. L-00 Loa®tg Luft L -ft LootnB 1sarHn9 Lam La" r Tmpirdaag. RBolaryular TreP'rAenB. tea119g x.12 Tuba WD r &48' 0. 0326' pf tars' 144 1.w 1.914• r 1-114' 1-114• 1NP 1 -tri' 1-tr4' t- r r 1.918' 1.1fa' (eeo nde4 4Aelehola as Aft as I MWeAr4eCUPS (Flg. Irl 780ft I 780106 I 660IMS I 15WMS I lWatbe 1 54028 1 550019 1 WA 769 ma ma 4216 144.21 ON 187.0 428 12x2 628 14&9 418 100.0 87,0 138.9 414 S&1 SW 1348 411 Sat 828 134.1 411 72.1 878 134.1 411 60.1 826 134.111&3234 BOB 130.1 411 4&1 5'28 f341 411 4810 Sa8• 403 10&0 333 80.6 47,1 947 328 89.0 403 B&4 320 6&4 403 814 317 63.7 400 78.1 318 40.3 403 78.8 314 40.3 403 78.84W 78.0 314 39.2 4W 78.8 314 Kazin M3 372 91.0 301 Me 362 M3 294 58.8 362 71.11 289 61.8 382 67.2 286 46.7 362 84.0 •�4 41.2 392 83.8 362 83.8382 63.6 283 28.7 362 83.8 283 8116 87.8 318 74.1 2B7 Bab 316 842 281 48.8 30 87.7 288 62d 308 83.8 253 37.7 318 aD.6 290 33b 318 499 318 43t318 4&1 248 212 318 48.1 248 6016 4&8 � 63.1 210 412 268 4&7 214 369 288 4&7 210 30.9 256 30.220 268 37.2 207 27.5 2W 34.9 204 247 256Ell- 32.2 201 t&5 288 32.2 201 W fn 427 234'48.0 200 35.8 734 341 115 30b 234 31.7 187 287 234 31.6 189 23.7 234 28.4 186 21.4 234 234 26.0234 25.6 183 13.4 234 28.8 183 Win 3T.2 213 38.4 183 31.0 213 317 178 28.6 213 29.8 176 2&2 213 27.0 173 20.5 213 2M 170 189 2t3 213 77.220 220 166 11.6 213 220 160 7216 28L8 1T9 30.t t86 238 179269 X2 2&4 179 228 US 17.9 179 20.3 147 149 179 1&7 1405 7881 243 1B7 234 140 20.3 161 21.8 137 17.4 181 18.0 138 1&2 181 1T.0 133 7816 22B 162 235 139 168 152 -148 01 1&1 152 179 12B SABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: ro a,) X ( ANCHOR CAP. ®"„` -ANCHOR CAP.® MULLION CAP. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MILLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. PRODUCTRB17 M SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. r`t as ownply(o6 with ateFtwida /tr FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. 5- .4; .l a- ZS 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DNENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 1&20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 2.1 4 ANGLE CLIP MUST BE USED IN PAILS. 128' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT=FILED �� ,� •....., �� CONCRETE BLOCK UNIT (CMIn SHALL CONFORM TO ASTM C -W. WOOD SHALL BE PRESSURE -TREATED T : �yCENSF '•. i' YELLOW SOUTHERN PINE WITH AN SG OF 0.80. ALUMINUM SHALL BE 6063-T6 AND BE AMINIAMUM OF .128' I �' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND Mil" THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT 128' X 2.11' X .126' MILLION * No. 58705 LEAST.125' TMC(AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL ,o IfTA it s A. LYNN MILLER, P.E. FL P.E.# 58705 AnahOr CapaoHy Table Obs) . 271ccoawetelmcw&l H9aa7Cm F81ed CMU PTWaai 16etai AndwClipPattem9 =18 Hoe {L tl4Haolsrman Bre' Hoo 3furmeot t.. twozoommm va's8 Boo 1616' Etao 11! Sa Mao 1i0 Md 112 eted 112 &eM 9aay015i 8orav((i� 6otann(t 6,40mstenoe(ng 1' 2-012 1" 2-tfr -3.1m 1" 2.1lr I' 2-1f2 r 34f8' r &48' 0. 0326' pf tars' 144 1.w 1.914• r 1-114' 1-114• 1NP 1 -tri' 1-tr4' t- r r 1.918' 1.1fa' (eeo nde4 4Aelehola as Aft as I MWeAr4eCUPS (Flg. Irl 780ft I 780106 I 660IMS I 15WMS I lWatbe 1 54028 1 550019 1 WA 769 ma ma 2966 ms eaoma ms ANCHOR CAPACITY ADJUSTMENT FORMULA: ro a,) X ( ANCHOR CAP. ®"„` -ANCHOR CAP.® MULLION CAP. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MILLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. PRODUCTRB17 M SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. r`t as ownply(o6 with ateFtwida /tr FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. 5- .4; .l a- ZS 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DNENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 1&20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 2.1 4 ANGLE CLIP MUST BE USED IN PAILS. 128' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT=FILED �� ,� •....., �� CONCRETE BLOCK UNIT (CMIn SHALL CONFORM TO ASTM C -W. WOOD SHALL BE PRESSURE -TREATED T : �yCENSF '•. i' YELLOW SOUTHERN PINE WITH AN SG OF 0.80. ALUMINUM SHALL BE 6063-T6 AND BE AMINIAMUM OF .128' I �' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND Mil" THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT 128' X 2.11' X .126' MILLION * No. 58705 LEAST.125' TMC(AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL ,o IfTA it s A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 12'A Muman Capacity Table Pset4) OponhfgWhlth(14fVw WtotmWom)orOpenINHeight@"hwWw0aAy-3paMrg1111a s) 90M 60 In 7001 Wih 90th too 12D to 1401. 188 to 14flotmgda woon9• Rest -aft I 1Ha slang. Reatatgtla 1 RNMWft TMAT8m19. RwWngaia UWitiimp. Reotmgufar Tre9rfOa.B• Real root •Walere. ReftWw Mq fftg8 R=ftWrer TreN16 M 3.28"30 Imdl• Loaft LoeBng L -ft L -ft L -ft Lwft Lqe&ng 14r81 L -ft L -ft E4800 Loa" Lowing loaft LoedrS loofts DEQ AL BATMULL h fill, 1 1 1a I I I I I A aa 1 1a I I I I 1 ffib TMI 670 17&0 436 170.0 7M 170.0 4711 1740 688 170.0 608 170.0 = 170.0 619 I= life 170.0 621 170.0 1240 170.0 621 170.0 1486 77Q0 at 170.0 1736 17&0 an 1481 1740 170.0 an 10 00.0 708 1700 624 170.0 1160 1760 694 170.4 ON I'm 830 IT" 1133 Ino 881 170.0 1276 170.0 on 170.0 1417 170.0 WD 1622 1872 170.0 880 130A 1522 170.0 em 1142 1602 170.0 680 44.05 to 170.0 741 170A 883 170.0 898 170.0 831 170.0 1046 170.0 8044 170.0 lift. 17&0 723 17a0 1346 170.0 747 1842 1443 I7&0 766 138.0 1443 170.0 768 1178 1443 170.0 768 IOU 1443 170.0 766 841. 170.0 797 170.0 6t2 170.0 M 170.0 891 170.0 1116 170.0 784 Rao 1278 170.0 803 180.4 1353 1760 897 1448 1303 17Q0 am t2a3 1363 170.0 891 tW t I= 17&0 Sol 802 1363 17&0 881 401. mo 868 Ivu 701 17&0 1063121 97 187-9 12111 170.0 are 14&1 1248 170.0 1144 1299 4218 1W8 938 1189 1218 182/ 824 97.4 1218 14&1 all BSA 1218 1481 913 73.1 1218 14&1 913 WN 170.0 830 170.0 745 170.0 1118 am 1602 1160 a" 939 131A itW 163.0 814 IIIA 1180 1418 898 IO&1 11W 1342 888 67A i1W 12&7 pi 78.1 1150 1262 870 887 1100 126.2 870 Win 17&0 974 170.0 789 1621 1018881 130.8 IOp 14BA 8114 111.3 1018 193.1 0.W IOtA 1048 12.04 839 81.4 1018 if&8 830 782 iW8 109.1 621 868 1018 1062 818 67.1 1046 1082 818 7244 140.0 WD 147.9 784 IRA 0.W746 =6 880 flu 736 SQA WD IOU 722 783 W) 938 712 70A 8W 0.82 703 811.7 880 79.2 893 WS In 78.6 We ".a 880 7&4 888 7644 11&7 780 t�.t 8W BB.B 7801110 86.6 780 838 W3 74.8 780 110.9 8@ 8&5 790 788 813 68.9 790 71.7 M 4" 780 80.1 124 4LO 7911 621 018 37.4 780 61A 617 7111. time 7W 116.6 W7 92.3 780644 7&1 7W 869 632 602 7W 77.1 Sal 818 7W 70.8 612 84.4 7W 85.7 606 482 7W Sa4 894 39A 7W 562 668 348 7W WA NO 80I. 721 883 74.4 6W 80.1 683491 61.11 a83 Su 483 451 6W 488 476 40.1 W3 44.4 4W 3&1 683 408 4W 30.0 883 3&2 462 26.8 683 383 445 226 663 31.6 442 9610 60.4 496 61.1 443 498 495436 42.4 4W 44.6 427 V.t 495 398 421 390 495 3&i 415 28.7 4W 332 409 24.8 486 2a1 400 212 495 26.0 394 1&8 495 268 380 10810 41.7 391 422 3W 34.8 391348 298 391 31.1 862 26.1 381 27.8 337 232 391 248 333 20.8 391 228 328 17.4 391 19.7 321 148 381 178 316 1111t 38.4 310 393 335 ffi.0 970330 278 370 268 328 21.0 370 268 320 21A 370 22.8 318 M 370 'N9 312 1&0 370 18.1 3W 120 f. 30.4 317 308 289 28.3 317284 217 317 728 280 Mo 317 Iu 278 188 317 179 273 1441. 17.6 220 179 203 LE 12B FIGURE 1: FIGURE 2. FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAiLS. TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 85 ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCAnow 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOC( UNIT (CMU) SHALL CONFORM TO ASTM C-. WOOD SHAD. BE PRESSURE -TREATED YELLOW SOUT14ERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12F THiCK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 9 Vnvn4A1•AYIIi AVJV0101CIYI R/1{01YLA: X (_)- ANCHOR CAP. w, �,� QANCHOR CAP.- MULUON CAP.,m - USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABU) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30• BAY MILLION I 3 Fwda Lttttllil 11/j/ •N0.66705...�� TUDO A LYNN MILLER, P.E. FL P.E.# 68706 Atrohor Capacity Table Me) SODaeato: 23k Coroloto 3A caq. HOW ONU I FlDedcMU PTwwd Mdd AndlorCBp Pa88tIW atria 3nG Eft t16(ftCal 1K•Eboll�Oael a to 1.x6 lareeall 3H8'Ebo tlM�m v4•Qo6 t[D6ao0 v4• as Elm rets taco frr es Eko A99reea Ubww AggsaefW ato star 012818d #128W 8oretv(06) SaewM S0. WP5) EQge MSW- 1• 2•vr r 2417 ava• r 2 -Ur r r 3•tr8• r 0.48• Ur 0.ffi4•EMbe0moM 00.): 134• 134• 134• 13/4• r wr 14W I-t0.•r2j-�U[ f•v4• I•vr r 1310' 1.318• fa4o no2 Am*=44r O.Q III) 2t6Ar4a Cp1e Pig. lk 390109 390®3 4WMs W0. Ore 1MRS 27OSS 2301Da 344 me m-rn- 7208s 11820s 326813 4MMS 6W Ms4Anolras�3A•O.Q IM 20. Ar*4ap3(Fy. 7WrA 7808* 7W as IBTONA 2628Ms BW Ms WOMB WA suit eWa*2Mas1420 @s8arolsre�27r6Ia0.0.!( ?x11 11CApa 1120 m6 11288* eWae 22/8Os T184f0e WA 8108* l.TA OWR3 MA 18260e WA 978 @s 12W8* Imes FIGURE 1: FIGURE 2. FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAiLS. TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 85 ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCAnow 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOC( UNIT (CMU) SHALL CONFORM TO ASTM C-. WOOD SHAD. BE PRESSURE -TREATED YELLOW SOUT14ERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12F THiCK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 9 Vnvn4A1•AYIIi AVJV0101CIYI R/1{01YLA: X (_)- ANCHOR CAP. w, �,� QANCHOR CAP.- MULUON CAP.,m - USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABU) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30• BAY MILLION I 3 Fwda Lttttllil 11/j/ •N0.66705...�� TUDO A LYNN MILLER, P.E. FL P.E.# 68706 Wm som Tom 803 T�mn9• Ttep�aimtp. Trema w 3.28"48 taeft LowaO LoSdaSUaft Lett Lomto Lwft tmft DEQ AL BAYMULL jF I TARLF 13R 881n loom Anoho7CapaoBy Table pba) IZJm I40m ISO fm r Rc�JTdm3. 1t TmpCT�t�. 3aot•tgder TtaplTdmtg. TttryRtmttB. � Tom• 3.6k0006. Loeda9 L�Sa LoadrSa FB3dWU PT Wood mm 1+ea�9 La�B Laadn9 loaAnO Loadtt9 1. 24Y 344 r 24W 1^ 2 -Ur T 3.118• 2• 0Ar kw 0.3YP Eq it 134' 1 we 14W 144 2• 1•tw VAIN• t•UY 1.UP fAM 1.Iw 2 Nw 1.38' (we aom 4) 2AtTA=Q5^LSd.o.QlMft5A"9Wps(Ft V 3MMe I 3MMS FIGURE 1: FIGURE 2: FIGURE 3:. ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL. LENGTHS ANDIOR OPENING WIDTHS 18 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DAdENSIONS. SEE SHEETS 18.20. HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRES8URE TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 8083 -TS AND BE A MINIMUM OF .121; THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12V THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT L.EW 3 SCREW THREADS BEYOND THE MATERIAL �unwm VAIRfill i A uai 9 i RJRntuL (Dr-) X / ANCHOR CAP.,o ) -ANCHOR CAP.— \MULLION CAP.,,�,,,,- USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 4S LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1111 111 (!( No.58705 1.o )s (3 ''acv, STATE O i����� '•. FLORIOp.•�`Gi��• """'ftNAI ``ol" A LYIM1AIll�fi P.E. FL P.E.# 68705 Anoho7CapaoBy Table pba) ArvW C6p Paftm SrillaUetx 2.*&C&Wde 3.6k0006. F•SOP1gdU FB3dWU PT Wood mm ffi18•Eft 11'r as Eko afS•Elco U4.8S 600 MGM11126W M2Steel AtlolplTypC 3118•80518mt6g1 1/4•Hae Uireopl van= 9l$^E301IDtBOM 1K"Boo tR�aoat A Ilia m ASPUW SaMM SCW(65) 8Raw(fi6) UpOBslmee t•2AVl 1. 24Y 344 r 24W 1^ 2 -Ur T 3.118• 2• 0Ar kw 0.3YP Eq it 134' 1 we 14W 144 2• 1•tw VAIN• t•UY 1.UP fAM 1.Iw 2 Nw 1.38' (we aom 4) 2AtTA=Q5^LSd.o.QlMft5A"9Wps(Ft V 3MMe I 3MMS 45ab5 MMS /W8bs 27038 280b5 35435 7403s 48838 9201so 1182 Poe 32835 42DW 56035 tA/aFtao 43S.a L8n. RC.!(�248lslde Wpel 2k 7803- T80Is 99038 t8703s 26MU 84016s b803s WA 112Obs ONlbs 88038 23S43s 86238 84038 1120bs 8At480a4 t�2J1'S31. O.RtQg2c8Aago C8p08i8.8k 112035 112011• M83s 2248 2M435 NW 84035 WA 1058bs WA I= &S WA 878 be 1.18-35 18803s FIGURE 1: FIGURE 2: FIGURE 3:. ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL. LENGTHS ANDIOR OPENING WIDTHS 18 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DAdENSIONS. SEE SHEETS 18.20. HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRES8URE TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 8083 -TS AND BE A MINIMUM OF .121; THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12V THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT L.EW 3 SCREW THREADS BEYOND THE MATERIAL �unwm VAIRfill i A uai 9 i RJRntuL (Dr-) X / ANCHOR CAP.,o ) -ANCHOR CAP.— \MULLION CAP.,,�,,,,- USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 4S LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1111 111 (!( No.58705 1.o )s (3 ''acv, STATE O i����� '•. FLORIOp.•�`Gi��• """'ftNAI ``ol" A LYIM1AIll�fi P.E. FL P.E.# 68705 MK I�--3126' •] CRECUTAI 376' M� .376" r_TT EF -CU SEE MW. -------i r--------- L- -----J I L ------_J `- STANDARD CUP 8083 -TB ALUM. CENTER OF ANCHOR HOLE MUST LIE . TOPvmW WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAMUM ANCHOR HOLE DIAMETER: ANCHOR DAMETER+1115'. 6 506' .378' MIN. MIN MOV. �------__-_-1-------------t I I I I I I 1 I I I I O OFFSET CLIP .1�. 6003.78 ALUM. TOPVIEW 1' X 275' X MV MULLION 8053.78 ALUM. XSWWN i i i TARLE R 1.25' X:L1W X.285' MULLlON 6063-78 ALUM. XSEV:710N -- -- --- ' - 2X6 ANfiLE CLIP 6083-T8 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FORTIS ANCHOR O.C. DISTANCE MAXBaAN ANCHOR HOLE DIAMETER ANCHOR DIAMETER +1116•. Mull Dimenslon (sheets Muillon POT Part# Std. CUP OUeet CUp U•Cllp Angle Clip 1'X2' X.126 (6) 8880.5 668113M 60511 ISM SSS243M 888511M 1" X2' X.376 (8) 868008 SS8114M 68811199 6SSWM 868512M 1' X2.7W X.376" (7) SM? SWIM ON112DM 666245M SM13M 1'X2.70'X.6501•(S) 88808 666116M 6661121M 668246M 6885114M 1' X3.126 X.5W (8) 66637M M1116M 66811149 6602429 S68515M 1.26" X3.188' X.286 (12) 68041M 68811179 6WI113M W04119 I SS8516M 1.28' X211X.126 (1b} 68370 WA I WA WA 88�17M DISTANCE. M/WMUMANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1115'. TARI F A Dbnenelon Value On) For Mullion: A 1.826 1" X2" X.126" Alun*i m Tube MUEDn B 2.654 C 86 0.8 D 0.740 A 1.126 1• X2• x.376• AlunUnunl Tube Mullion B 2404 C 0.835• D 0.410 A 1.875 1" X276• X .376 Aluminum TW)o Mutgon B 3.000 C 0.767 0 1.118 E ASO Mln. A 1.312 1" X276• X .650 Alundnum Tube Mullion B 3.000 C 0.478 0 0.838 A 2.000 1' X3.126 X .800' Alam TWO Mug B 2817 C 0.883 D 1.137 A 2M 1.28" X 3.186 X.2W Alun Tube Mug B S. C 0.882 D 1.702 A 1.813 128" X211• .121' Alum Tube Mug 1) HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 8.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. 3) SEE SHEEI8 2-4 FOR GENERAL INSTALLATION METHODS. it* �1R 11111111, LYNN y1GENSFMk ` * ' Na 58705 ��Q � STATE OP •� A. LYNIVIIGW L�R P. FL P.E.# 68706 .083• .3ss" fill 082' I j+� .126• �I1�.1Ni` c! to .436• yg� 4.080' 4.000• 44 W 2� I .125' 2828' 128' I j .128" .126' I .125 I —Ill. jIL .126' .031• STANDARDOLIP .120 U -CUP MANGLECUP O '1 3 .166'.3T. X�SEECTITO ONM X�SECTION XTOAUM �-�CTION TO ALUM 7 :7 LU IL 1"MULLION TMULLION � 'r4AULUON � 8800' .000• m Z � 0083 -TO 118 -SECTION NL ECTIONTO ALUM. Maa. HERECUT ,378' 1 .MIN.37W 00 U xsEcnaN x 6Ec7roN XSIR TION MR ¢ I 6 8 eo 2881" 376• CENTEROF Z �---------------------i .376• HOLE MW. VT-7 �T�;: THEDASHED BOUNDARY.. SEE j I2876' THEANCHOSVIEETS RgC F DISTANCE _ d MAXIMU�ANCHOR HOLE 00 I to 36'SAYMULIDIAMETER+1116`.------- _ _ t NSMTS ALUM. XSECTION L808yT876 A CLIZ=OFANCHORHOLEMUSTUE 8003-T$ALUM. 8083•TBALU14 Z=Nz RANCHORHOLEMUSTLIESTANDARD CLIP U -CLIP TOPVIEW.225"J �+gg1".,.� HE DASHED BOUNDARY. SEE TOPVIEW USED FOR ALL 1• DASHED BOUNDARY. SEE SHEETS 6-17 FOR THE ANCHORO.C. X4' MULLIONS, SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE MA)aMUM ANCHOR HOLE SHEETS 10$11 DISTANCE MAXIMM ANCHOR HOLE DIAMETER: ANCHOR DIAMET ER+1118'. TOPVtEW DUIMETER: ANCHOR DIAMETER +1118•. �'� sass• Yf 1� TABLE C I 6.806'—y .376' I I 37� MIN ODITCCRBVIS® I r___ ___� I r-------"+ aomPi�ngwlti<tI�PIOtIde .12V 46' I °'� X13 T" 451 DAY MULLION I mo• I I I I I a000• I3ado SEC1 i I 1 H i ``71111111li//t/7 I I 1 I I I 1 I I I '--------J I �– -----� ` TABLE D 228' �– .881•-� OFFSET CLIP 7� : Na 86705 .125 8083•iY1AU1M. – NOTES: .740 7OPYFEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWMG DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET ss.! CORIOp: �G\?�: 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. ";7; ��NAL1E l 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A. LYNN MILLER, P.E. FL P.E.# 88706 x125 CUT HERETO CREATE F�Ci1P, SEE I DETAR F.SWET4 I I JTI i 1 I 1 I I 1 ! I I I t I I I t lG. Ole Dimension Yalue(IRIj ForA9uII1oRx F 3.887 1"XM X.125 G 1.000 Alumtmlm Tube H 2880 Mupioll F 3.187 1" X4° X.378° G x767 Aluminum Tube & H 2430 `7° mullion F 2813 30° Sep Mull F 45 Bay Mu8 80880 WA WA Dimension Yalue(IRIj ForA9uII1oRx F 3.887 1"XM X.125 G 1.000 Alumtmlm Tube H 2880 Mupioll F 3.187 1" X4° X.378° G x767 Aluminum Tube & H 2430 `7° mullion F 2813 30° Sep Mull F 2.876 45 Bay Mu8 Mull �menNon (sheata� Mullion PGT Part: 8tdClip OtfaetCiip U.CRp Angle Clip 1• X4•X.128`{i0) 88384 888111M 8881122M 88824tH 888818M 1•X4"X.378'(11) 86810 888112M 8881123M 888242M 888518M 1'X4"X.375 T (11) 88883 88811ZM 8881123M 868242M 888518M 30 Degree (18) 88848 WA WA WA 6685110N 48 Degree {17) 80880 WA WA WA 888511tH TABLE E Null Dimension POT Part # (sheet #) Mullion Std. Clip U•Clip Angle Clip 2• X4• X.26° (13) 58802 SBM1M 886271M 8N5112M 2• X8" X.26° (14) 58804 888282M I SM272M 6=113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GM ON THIS SHEET. 92=7M 2) SEE SHEET$ 6.17 FOR SUGGESTED, APPRCXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 28 I -'1 h~•126• 5.600' I ------ I STANDARD CUPI U4" 6063.78 ALUM. W83-TBALUM. XSECTION 2.1 128 W X.SECTION I .128 r------- ---i -- -------i 4--,.480••- 4 T 5.600' I ------ I CUT HERE TO L STANDARD CUP 3.890• I P. I � F IgSEE DETAIL F, SHEET4 .376' MPI, r------- ---i -- -------i I I SHEETS 6.17 FOR THEANCHORO.C. L ---------------------J i r--2.009'. yjA --�• -I— - - — - - —I- t I I _____ __ L ---------- 3A3 rxrxm MULLION 608.448 ALUM. XSECitON li— 8 r37MIN. i-------- I ------ I --------� I i L STANDARD CUP I � CENTEROFANCHORHOLE MUST LIE 0063•TOALUM. I WI'R5N THE DASHED BOUNDARY. SEE TOPYIEW I I SHEETS 6.17 FOR THEANCHORO.C. L ---------------------J DISTANCE. MAXMIUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+1118'. r--2.009'. yjA --�• .37" MIN• 8.600" 3.�d'-�1 F•cLIP. Imo- I _ BEE DETA0. F, rxrxm MULLION 608.448 ALUM. XSECitON li— 8 r37MIN. i-------- I ------ I --------� I i I � I I I I L ---------------------J iL 4.688' I I � I I I I 6.4 I I '•- STANDARD CUP 0003•18ALUM. TOP VIEW CENTER OF ANCHOR HOLE MIST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. XE V78•. U�LIP 8083-T8 ALUM. LM FOR 2,X 8• MULLION. MEET 14 TOPVIEW �•- 8000' 375• I MIN. .378 MIN. 2X8 ANGLE CUP ENTEROFANCHORHOLE MUST LEE 8083•TBALLIK AHIN THE DASHED BOUNDARY. SEE TOPVIEW MEETS 6.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DWMETER ♦ U18'. I I I I i I I 6.436" I I I •i I I 2X6 ANGLE CLIP 6683-T8 ALUM. TOPVIEW 1Y LYNk `� �.�� . LiGEN@F'• `F� � No. 68705 A tps is, . .VAL E,,�� A. LIWMI.L121 , P.E. FL P.E.# 68706 -------------- 1 I I � 36• I I I I L ---------------------J .378 MIN. 2X8 ANGLE CUP ENTEROFANCHORHOLE MUST LEE 8083•TBALLIK AHIN THE DASHED BOUNDARY. SEE TOPVIEW MEETS 6.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DWMETER ♦ U18'. I I I I i I I 6.436" I I I •i I I 2X6 ANGLE CLIP 6683-T8 ALUM. TOPVIEW 1Y LYNk `� �.�� . LiGEN@F'• `F� � No. 68705 A tps is, . .VAL E,,�� A. LIWMI.L121 , P.E. FL P.E.# 68706 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.114'. THE OPENING REQUIRES ADESIGN PRESSURE OF 4WAI.SDA PER NOANCHQRB IN HEAD - - 1) INITIALLY ASSUMING THAT A i' WIDE MULLION IS SURABLE,THE MULLION LENGTH IS TY AND THE OPENING WIDTH IS 3r+32+1'=85'. REFERENCING SHEET 2$ THE COLUMN USING � RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2414' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE 4W.0/40.0 LARGER H3 4� # SEE see OF PER IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT SIZE AVAILABLE FROM TABLE 3A, SHEET T. THE T X 2.T8' X.378' MULLION (LENGTH .72', OPENING WIDTH a TO') MEETS THE REQUIRED, HOWEVER Ttt£ DESIGN PRESSURE IS+1-5S.3 PSF AND WOULD I! e P@IE3TRATIQN DETAAB, � a PR�7UCT8 BHEETB NOT BE SUITABLE FOR THIS APPLICATION. � 71 i 24 FROM TABLE 4A, SHEET S. THE 1-X 2.78• X A W MULLION (LENGTH - 72'. OPENING WIDTH - 70') HAS A DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE d OPENING AND MAY BE USED IN THIS APPLICATIONMULL=. NOTE THE ANCHOR CAPACITY REQUIRED OF SSS LBS. A LEN YrH 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD OLA' WITH (4) #12 ANCHORS AM THE 2X8 V N Q F A 1�/f lJ ANGLE CUPS WITH (4) 012 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED. THE STANDARD CLIP IS EASIER TO INSTALL W SEE E Q U! D 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WILL 24 APPLY TO THE OVERALL ASSEMBLY..FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? N f INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION. �. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS #50.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, m o N NO MWQRS PI W¢i�DOW LU THE ANCHOR CAPACITYADJUSTMENT FORMULACOULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PIF: m = 630 Las (� P�1X 624.0 LBS (MAYBE USED TO QUALIFY 010 STEEL SCREWS FROM TABLE 48) j F, Z THE BUILDING SUBSTRATE IS KNOWN TO SE CMU ON THE JAMSS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH tS 2-W. TH£ OPENING REQUO�S A V Z DESIGN PRESSURE OF +W& -W0 PSF. � � �S � < M FOR THE VERTICAL MULUOId: 1)INRWlYASSUMWOTHATAI'WIDEMULLIONI3SWTABLE.THEMULLIONLENGTHIS32'rT2•ri'=fo6'AND7'FppF.F0N0WWTFfIS38'+3(•+1'=73'.REFERENCMOS►HEET 22, � < < a � THE COLUMN USING RECTANGULAR LOADING SHAD. BE USED. SCAN THE MULLION TABLES FOR A MILLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-W AND WILL � N b EXAMPLE 2• MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50&49LO PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. � 2 MULL WIDTH I FROM TABLE 3A, SHEET 7, THE 1•X 2.78' X .378' MULLION (LENGTH a 108'. OPENING WIDTH -80'T MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-1&i PSF 2 AND WOULD NOT BE SUITABLE FORTHIS APPUCATION. FROM TABLE SA, SHEET 13, THE 2' X 4- X .26M MULLION (LENGTH =108', OPENING WIDTH - On HAS A DESIGN PRESSURE OF +1-04.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LBS. � � �'Z � N DETAILS, SHEETS _ y9 FENESTIIATION 2-0 BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED LSAT, THE ADJUSTED OPENING WIDTH IS 38"136'+2'=74•. NOT 77 AS PREVIOUSLY PRODUCT$ ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY,THHE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APfMN NAI THE 73' DIMENSION (35.412'+38.112'+2'a7n 2) USE TAKE SB TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CJP TYPE REQUIRED FOR THE CONCRETE SIATSTRATE IN THIS EXAMPLE, ASSUME THE POURED I 1 CONCRETE HEADER AND .SILL ARE 8' IMDE. IF THE MULLION CUP WgRE TO BE CENTERED WITHIN THE 8'. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S WOE DISTANCE _ MAUo N ` _SEE SEE.B. s USING THEE STANDARD CLI' WITH (6) 3HSI ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-UY GIVES AN AtNCHORCAPACITY OF 1050 LBS WHICH IS GREATER,AND STH A �.� THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. SHEETS 2a SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT HEKaM FOR BECAUSE THE VERTICAL MULL WILL BE A 2-X 4- X.260• MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER HOARY. MULLION TYPE COULD BE CHOSEN. UCT REVISED oompiTing wiUklhe Ftaida 1)THE MULLION LENGTH IS 3S' AND THE OPENING HEIGHT IS 32472'+2' =108'. REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAIJTRUWGULAR LOADING MAY BE nfldiug Codd USED. FROM TABLE ON SHEET 13. THE 2- X 4`X.280' MULLION Q LENGTH - 42', OPENING HEIGHT -120') HAS ADESIGN PRESSURE OF 41.170.0 PSF WHICH EXCEEDS THE NO s REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. D =i�10 SIF SIAMSMT8 2) USE TABLE SB TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AH{D CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8• Dave - 2-3 WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/10' ULTRAtON ANCHORS AT AN LOGE DISTANCE OF 1' CAVES AN ANCHOR CAPACITY OF 040 LBS WHICH 18 GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 521 L8& ��.,,..•••.,, A1� �MUAlLeN6TH 4) FOR THE U•CLIP W THE HORIZONTAL MULLION TO VERTICAL MULLION. USE THE SAME ANCHOR CAPACITY OF 021 LEE. TABLE OB FOR THE U -CLIP SHOWS THE ANCHOR.` `�� * :. i !!:—WIDTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE No. 56705 Fat VEanCAt f aE L ANCHOR TYPE IS A #12 STEEL $CREW.CA = FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +1-84.7 PSF FROM THE VERTICAL MULLION: -p _ to +1-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMI: +1-170.0 PSP FROM THE 38' HORIZONTAL MULLION O •. STA 0 t CCN: �e,:` • ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST OESKGtN PRESSURE IS +144.7 PSF AND WOULD '•.!ORiDA.: \�� 1i S , • • APPLY TOALL OF THE MULLIONS. • • • NAL VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM, THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION /`" 11111111 T PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRA710H PRODUCT BE INSTALLED IN A LYNN MULLER, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATIONPRODUCTS TO MULLION. Ft. P.E.# 68705 EXAMPLES OF RECTANGULAR LOADING: P LADING OF VERTICAL MULLION LL OF WINDOWS NOT ANCHORE LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIC LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION EXAMPLES OF TRAPEZOIDALnPAANGULAR LOADING: LOADING OF HOR60NTAL MULLION �I �fl 1 PW PW �ff LOADING OF HORIZONTAL MULLION LOADING OF NORM MAL MULLION NOTES: .r c -r• 1 . ., . NICE pid wm, 0 IN mol Old 1001 ll 0-011 � I I f iLlli% Ih%% f/I lI I PW HINGED DOOR 1 PW PW LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF NORM MAL MULLION NOTES: O�� �N� �p 1) DRAWINGS ARE �a�aillrftn"I" WtldftanceNO. +! RERESENTATiONSOFTYPICAL Pw16 CONFIGURATIONNSSNOT SHOWN MAYBE EXTRAPOLATED FROM _ O / / I THOSE SHOWN D �0 ' '1 lo / / I - 1 2) IF THE LOADING TYPE CANNOT BE DETERMINED. USE aa� ,• �yqs �Cl(����i Q'•' F ' :•"+ PW RECTANGULAR LOADING. PW PW i _ No. 5ST05 I S) SEE PRODUCTS' APPROVAL FOR •�: LOADING OF VERTICAL MULLION t LOADING OF VERTICAL MULLION i - r� a `-✓ / ACTUAL ANCHOR LOCATIONS. ^ -o '. ) b a5 ; O PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS O ATSGD 1 � rrrnni�N f LOADING OF VERTICAL LOADING OF HORIZONTAL A. LYNN MILLER,-P.E. MULLION MULLION FL P.E.$ 5BT08 i JUL 112014 CITY MIAMF ���ENVI�RONMENT, in Cop FLORIDA __LSECTION DEPARTMENT OF PERMI AND REGULATORY 6 Room 208 AFFAIRS{PERA} lorida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NPA} _ w��+w.mismlaaaa�or��ra� Labrador & Iundora Corp dba V & V Windows 235 W 4"' Avenue MOileah;yL 33010-1454 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 -Dada County PERA Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing Na. W10-08, titled "Series Aluminum Ciuirkiiiig ' ntrance Door (L.M.I.), sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared' by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: 1. The maximum positive exterior design pressure shall be + 66.30 psf where water infiltration requirement is needed. 2. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. 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 boon a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number .preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0406.04 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAM MS uarrr NOA No Amw .., , , Expiration Date: September 01, 2015 ,me �c�,lZ Approval Date: April 19, 2012 Page 1 Labrador & Fundora Corn dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1 Manufacturer's -die drawings and sections. (S'u'bmitted under previous NOA No. 10-0406.04) 2. Drawing No. W10-08, titled "Series Aluminum Out -Swing Entrance Door (L'.M.L)", sheets I through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" swing door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum outswing French door, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0403.02-N, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. R. an&F*x undo J.-Largaespada; P. E. (Submitted under previous NOA No. 10-&06.04) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, dated March 18, 2010, prepared by Al Farooq Corporation, dated 08/10/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0406.04) 2. Statement letter of conformance and compliance with the FBC 2010, prepared by Al Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 3. Glazing complies with ASTM E1300-04 ,. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butseite® PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. Jaime D. Gascon, P. E. Product Control Section supervisor NOA No. 12-0i13.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E-1 Labrador & Fundora Cora dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. ' Statement letter of conformance, no financial interest and compliance with the FBC2010, prepared by Al-Farooq Corporation, dated 11/21/11, signed and sealed ' by Javad Ahmad, P. E. 2. Statement letter of no financial interest, conformance and compliance with the FBC 2007, prepared by AI-Farooq Corporation, dated 04/30/10, signed. and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0406.04) 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega. (Submitted under previous NOA No. 10-0406.04) 4. Laboratory compliance letter for Test Report No. ATLSF-0403.02-08, issued by American Test Lab of South Florida, dated 01/18/10, signed and sealed by William R Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 10-0406.04) G. OTHERS 2. Notice of Acceptance No. 10-0406.04, issued to Labrador & Fundora Corp dba V & V Window for their Series "300". 8'0" outswing Glazed Aluminum Entrance Door - L.M.I.", approved on 09/01/10 and expiring on 09/01/15. Jaime D. Gasdhp, P. L Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01, 2015 Approval Date: April -19,2012 E-2 HEAT STREN'D CLASS _.CSO' INTERLAYER BUTACIIE PVB BY 'DUPONT' C1/e HEAT STREN'O MASS 1 SILICONE 20 \ 77 / GLM TYPE 'A' 5/78' OVERALL IAM. CLASS 9i a 8° HEAT sTRBrD GLASS 096' INTERLAYER BUTA72TE PVB BY 'DUPONY 3/78' HEAT WREMD GLASS SILICONE rODW 885 PECORA 895 20 20 7 / GLASS TYPE 'B' 7/78` OVERALL LAM. GLASS ;— _ THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. co c igi $ " SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. > SINGLE AND DOUBLE LEAF DOORS WITH SIDELRES AND TRANSOMS SEE SHEET 5. it LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL $ 3 > APPLY TO ENTIRE SYSTEM. a 9� r� DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION o RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o R LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS $ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL _ A LOAD DURATION INCITEASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. S MATERIALS INCLUDING BUT NOT UTA)TED SCREWS. THAT COME INTO < m v CONTACT WITH OTHER DISSIi+OUAR MATERIALS $WALL MEET YF1E REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECITON 2003.8.4. o � nSR �A7 ��t 77pgg Caw''i°ese2 rV 0 Gompbft wbh k gS ' W10-08 sheet 10112 39 8/8" MAX 78• MAX �40 FRAME WIDTH ffA& WIDTH d Ir tAX Z 5' MAX p.. MAX. 0 HEAD/SILLA Spy HEAD/SILLA SILL,F CORNERS CORNERS HEAD ANCHORS a SNE ENDS (4 l�'ff V (4) AT 3' O.C. roles--= C 11 E ACTIVEMR= I ACTIVE BdkCT1VE'"' PLIED FALSE MLE B g�jj FALSE M SURFACE APP OR DECORATIVE GRILL 26 3/4' MAX. 'O DECORATWE GRILL 28 3/4• MAX. 263/4- MAX. to MAY 8E USED D.L.OPG. MAY 8E USED D.L. OPG. D.L OPO. ° 36 3/4' MAX. 36 3/4' MAX. O LEAF WIDTH LEAF YAM (X) (XX) DOORS LOAD CAPAQTY — PSY DOORS LOAD CAPACITY — PSF SDVGLE DOORS WLTBoTTL'TRA SOM (X) DOUBLE DOORS W=OUT TRAN90M (Sxj GLASS TYPE I GLASS TYPE GLASS TYPE GLASS TYPE NOTE' DOOR DIMS. •A' 'I• DOOR DWS. 'A.• •g•$ $ GLASS caPAcmEs ON THIS sl(EEr ARE WIDTH � EXT.(+) �(-) �(+) W.(-) rFRAMEmoHr Exr.(+) 9rr.(-) Exr•(+) wr.(-) BASED ON ASTM E1300-04 (3 SEC. GUSTS) WIDTH AND FLORIDA BUILDING COMMISSION U 7oA 80.0 72' se, 70.0 800 70.0 90.0 DECLARATORY STATEMENT DCA05-DEC-219 $ s 39-8/8' 86.3 76.8 88.3 75.8 78' 88.3 75.8 88.3 78.8 ieQf:'i d � 13 FLA .®70862 R.BV'ISOD li '3838PAILwt1hBe, Florklm LI I02 b!S ZQ�� drawing rro. N � ePalda Comcol ` W10-08 ' � sheet 2 of 12 38 3/8' MAX. W MAX. FRAME WIOTM FRAME WIDTH Z 3 35". 71 5/18" 0 D.L OPG. 12" ILL OPD. 12" P g 8" MAX•8" 164X. HFX.. ALUM REUff.fPw iF HEAD/SaxF sD1 H� lSILL F SILLCORNERS Q LLo� (2)ANCHORS E1 (4) ANCHORS n AAYY �o ///���'''Ar TRANSOM aaDs I: suacLE DOORS 1: DOUBLE DOORS S a H //,.�j G o s H $ / N % oo� 11 a�d �iil� 1 c &J>i+ gj ACIiVE I =Lr SURFACE APPLIED B SURFACE APPLIEDFALSE MUNTOdS OR-/ FALSE MUNTiNS OR26 3/4" MAX. DEC RAWEE WL 26 3/4"OEOMAY BE l�D D•1-• MAY BE D.OPO. D.L. OPG. 38 3/4"MAX. 36 3/4" MAX. NOTE: LEAF WIDTH LEW WDTH GLASS CAPACITIES ON THIS SHEET ARE (OLX) (O/XX) BASED ON ASTM E1300-04 (3 SEC. GUSTS) 8 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 . m DOORS LOAD CAPACITY — PSP DOORS LOAD CAPACITY — PSP SINGLE DOORS WITH TRAN80M (O/X) DOUDLE DOORS WITH TRANSOM (0/%X). o q GLASB TYPE GLASS TYPE GLASS TYPE GLASS. TYPE Engr. VAD MMM_ S DOOR DIMS. 'A' W DOOR DORS. •A• H' CWB. N '� FRAME FRAME EXIT (+) W.(—) EXf.(+> Oil:(—) � � _ EXf.(+) INI•.(—) EXI:(+) Wf.(—) ��� PRODUCT'RRVMW WIDTH HEIGHT gg 37-8/B" 70.0 80.0 70.0 BOA 7Y 70.0 80.0 70.0 BOA 7 ��5� 16aoll m 3e—S/8" ' 863 788 083 758 78" 120• 88.3 78.8 88.3 788 aae}rteswN O�II.ri2 '���1 HHyy m draWin9 no t•Bgmi�JvP�o�C� W10—"08 sheet 3 of 12 ,4B• �y„u FRAME 1t7DTH CLUSTER OF 31 3/8' 12' AT, ANCWRI. 1MAX. D.L OPG. O 3' HEAD I TMP• SILL R J -- A $ 1t O �a It It �L�/ \ h ==-.KL =_: ftp-== It / II I \ II• a 3 uo It tl 1 SYx • 3 _M O / u / I % �/ N - i11TTT \- HHH / tz �� tt 0 ACTIVE I IWACTIVE s al n3�^�' r! F SUWAM APPHS ED >.pSIOELRE HIIDiFI DECORATIVE GRILL 26 3/4' MAX. 1P > R i o DOOR PITH �. MAY BE 1� D.L OPG. D.L OPG. O SIDELITE MA VWDTH 36 3/4' MAX. ' USE AS PER CHART' SEE CHART AT LIFT LEAF YRDTH NOTE: (OXXO) oil g FOR DOORS CAPACITIES SEE 'SHEET 2. l FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART $ WILL APPLY TO ENTIRE SYSTEM. �g<mv Eipr: AAH aFM E • C.A.N. 7esaz a UrowBO P1mNle NOTE: WrnBNo �." t� C7 GLASS CAPACITIES ON THIS SHEET ARE X01! •!£a BASED ON ASTM E1300-04 3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION Q • PmdmCm*01 W1 0-08 DECLARATORY STATEMENT DCA05-DEC--219 11 sheet of 12 A>�IGN LOAD CAPACITY - PSF SRIEUTES WITH SDICLE OR 1XIUAI.E LEAP OOOR.4 WRHOUi TRAHSOld tM1Ld99 TYPE 'A' Gt6B3 TYPE `8' $ID&►dTA STDIiLPf& BIDITIIT6 SIOIAdTB yplpn{ QOM 1q/0 IiSAVF. 1P/ ATIIN IAANF. A/0 R1AN6'. 9/ ATAM lt1TIIQF. D1t3fES wcHEs E>Ra+� I�.c-� Exrc+> INT.(-) E>R.c+� �T.c-� �.c+> za 7ao eoA 7A.o eo.o 7oA Boo 7oA soA 28 70.0 80A 76.0 80.0 70A 80.0 70A 80A 32 80 70A 80A 70A 80.0 70.0 80.0 70.0 �A 38 70.0 BOA 70A 80.0 70.0 80.0 70.0 80A ao 70.o BOA 70.o BD.o 7oA Bao 7oA �.o 24 70A BDA 70.0 80.0 70A 80.0 70.0 80.0 ?8 70.0 Bo.D 70.0 80.0 70A 80.0 70.0 BOA 32 84 70A 80A 70A 80.0 70A BOA 70A BOA 38 70A 80A 70.0 80.0 70A 80.0 70A BD.O M 70A 80.0 70.0 80.0 70A 80.0 70.0 BOA 24 70A BOA 70.0 80.0 70A 80.0 70.0 BOA 28 70A BOA 70.0 80.0 70 46110 A 80.0 70A BOA 32 110 70A 80.0 70A SOA 70A SDA 70A BOA N 70A BOA 70.0 80.0 70A 80,0 70A 80.0 40 70A 80.0 70.0 BOA 70A 80. 0 70A 80.0 24 28 sz 3a 98 70A 78.8 70.0 80.0 70.0 78.8 70A 80.0 70A 71.2 70.0 SOA 70.0 71.2 70A B0.0 B7.a B7.a Tao aoo B7.a B7.a 70A ao.o ea.t ea.t 70.0 7BA e4.t Ba.t 7oA e6.o Bs�slax rosD csracrrr - rs>t 145° MM W/ 15aX9.E OR DW�E IEAF o0oR5 w/ TRANSO FRAME WIDTH /A4u 6IA89 TYPE 'A' T6B8 TYP$ '8' ((') FOR D�TALLATION$91NT0 w000 31 3/8' 71 8/18" 70.0 31 3/8° 70.0 80.0 dd 3 sao 70.o BOA Tao • BIDffiIT1s SID$LIT$ HEIGHT / STL. RSIIVU'. W/ BTL. BTDxF. AND THRU WOOD BUCKS ONLY-,,,D.L CLUSTER OF f8) FOR FOR ALL 0� INSTALLATIONS opo. 2 D.L. OPG. BOA 0.4 OPG.WIDTH Z � INCHES BilS1E5 EXT.(+) WT.(-) EM. (+) MIT.(-) TOA 80A Tao BO.o ALUM REINFA 12° 70A 77.4 Tao 77.4 I°' 1� 24 70.0 80A T0.0 80.0 70A 73.8 3° 7YP. NAX. D 88.8 Bab 889 89.9 83.9. 83.9 83.9 83.9 2b 7o.D BOA 70.o mo J - F � 32 98 70.0 Bob 70A 80.0 .38 70A �.0 70A 80.0 n 40 as 70.o Boo 70.0 �.o 70.o BOA 7oA aoo - Qt 28 70.0 80A 70A 80.0 32 102 70A 8DA 70.0 80.0 38 70.0 80A 70.0 80.0 40 70.0 .BOA 70. >o LL Z I \\ - oily 0 H ii ii / =-tt---- --= r= /I \ It n u II 1 w I it u. STEEL CHANNEL ii \ii i / a 8f $S m _ I _ --------------- _ SIDELRE WITH I DOOR WIDTH y SURFACE FALSE MUNiTPLS OR -- B �AY o ' DECORATNE DRILL MAY BE USED 26 3/4' MAX. 28 3/4' MAX. CLUSTER OF (B ANCHORS 'gyp OA. OPG. D.L. OPG. SILL $ NOTE: USE /SPEPERR CHART 38 3/4' MAX. LEAF YIOTH FOR DOORS CAPACITIES SEE SHEET 3. o FOR SIDELITE CAPACITIES SEE CHART ABOVE. 8 LOWER VALUES. FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. a < m o 4 Figr. JAVi IAO.. 708x2 1 n P10DDDCTRBVISBD � Bwith dwFladm 1s NoNOTE* I2'O 1 S.02B jj GLASS CAPACITIES ON THIS SHEET ARE t76 drawing no. BASED ON ASTM E1300-04 (3 SEC. GUSTS) ANDFLORIDA BUILDING CLARATORY C COMMISSION STATEMENT DEC-213 • '. t sheat of 12 0 80.0 24 26 32 38 40 toe 70.0 r�A 70.0 80.0 70.o BOA 7O.o sao 70.o BOA Tao �.o 70A SDA 70A 80,0 70A 80.0 7a0 BOA 2a � 32 38 tta 7oA rm.o Tao �.o TOA 80A Tao BO.o 70.o aD.o 70.0 eo.o 70A 77.4 Tao 77.4 24 ze 32 38 1� 70A 73.6 70A 73.8 7oA Tat 70:0 7o.t 88.8 Bab 889 89.9 83.9. 83.9 83.9 83.9 SPACING 1�T 2W 1 WDD/D BUCK OR waaa il TYPICAL. ANIS SEE ELEVATIONS FOR SPACING p WOOD =AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: so ELEv. FOR SPACING 1/4" DIA TAPCON BY 'ITNP OR (Fu 120 NSI. FY -42 K" ?/47 DIk ULTRACON BY ' CO' (Fw177 Ksi. Fymtss KSi) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY §14 SMS OR SEF DRILLING ING REWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPIC.4 EDCE DI AN INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS Po — 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. SEALANTS: Engn FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALLF �'i ea, METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. WEEPS: 3/16' X 3/4" WEEP SLOTS AT 3" FROM EACH END 11 d � ca DOOR DETAH.S 0 N j 6 ttTCrWMED 8 ffi 94ftwfttbftFWdda �y�j tmm Ido Kr i� 3.0z o is der/awiinng no. 1/4• MAX. 19M © © 1/4. MAX.s SHIM o SIRUMAL 16Y . 10cw BUCK k �. 6 20 18 �j n r MCAL ANCHORS P g& Q FOR SPACINQ® ... �„��oRs FOR SPACM pat EXTERIOR > 3 ' ' s ' 'A 1'0. ; h �I f 17 1Is 7 D.t.D. LEAF' W1DTH FRAME WIDTH 1/4' MAX. SHIM O�p pyo, y Ile MAX.' ♦ SHIM .• O � ...N���••• I�L � 1O� j O �' '''tea•-' 2BY WOOD UCK zg� y>11=8 OR D gra i3L,': � e g O rYMCAL ANCHORS+ . .'' SEE M". • • •' • ® FDR SF'ACMO 8 r 18 DLC. TYPICAL ANCHORS $ $ 17 17 SEE ELEV. FOR SPACMO t� WIDTH EXTERIOR FRAME WIDTH < m o o Ew. =pa AHM '. 4 7`0892 R1 �•1., ;Ci fi0— • ,\ (� tt A10 tz3.02 •13 • : �d drawing no. DOOR DETAILS w10-08 - Sheat 7 of 12 TYPICAL ANCHORS V SEE ELEVATIONS FOR SPACING > Z tic o� 21 «- 10&<� ad a o o WIN.8• IN. ,O PENEWRROLN tie f� S8Z S3 21 114• MA)L- , pp L—rr— __----/ READ. AT S6U1+4 . O 3 DOUBLE 000 DTRs ONLY I �_ I I I I�_ 8 18 TYPICAL ANCHORS • a, •, SEE B". FOR SPACING •.' • • 1 DILA. call FRAME WIDTH i 0 EeBa .. ..... 3 CMFLA. PE04.N. PRODUMSYMML mwmPtymgwtmumF,mtde N0� �� ��11nwiftcaft t2—0113.02 O!$ drawing no. TRANSOM DETAILS 1 W10-08 sheet 8 of 12 TYPAL ANCHORS SEE ELEVATIONS FOR SPACING o O Vl X10 X 314' FH TEIOi AT 10 FROM ENDS O 8 h 21 AND 24' O.C. MAX. � 1 � 1 D.L. OPG. D.L. OPO. �r 21 4 UU ODOORS W/O TRANSOM CAN BE WITH OR WITHOUT ALUM REINFORCING e' b 1/4' MAX•' ` �M O /10 X 3 4• FH TEKS AT 101FROM ENDS O MRSW/ TRANSOM ARE WITH STEEL REMF. ONLY SEE{EETS 4 ANQ S FOR CAPACITY Q i5 ' • - AND 24' O.C. MAX, g 3 •� p Q � I w 4- _ TYPICAL$ANVC110R1;�a t� FOR SPACING •. -=L- J •. .!ig poll ' D.L.OPG. 4 D.LO. LEAF WIDTH FRAME WIDTH InEW. 53 0 S 1 cam o llu JAVAQ. rWD CNIL H FLA. PE C.A.N. i 70592 ' w9yAyhlgwltb Flotldtt g yg \ caft NNb ,� O S •$ ' . • • V" drowtng no. TYPICAL ANCHORS FOUR ELLVATSPA.ANc� SIDELITE DETAIIS WAD mol W10-08 sheat 9 of 12 LCON."�3 3 POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASSOC.' 7/18' X 3' THROW T#LTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SIL THROW SOUS ATTACHED TD LOCK BY CONNECTING RODS LOOK LOCATED AT 52-3/4' FROM BOTTOM LOCK HANDLE AT 48-1/2' FROM 80TTOM OPTION Y2: CONVENTIONAL DOOR LOCKSET WITH HANDLE BY SUWYAN AND ASSOC.' LOCATED AT 38" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOOK BY 'SULUVAN AND ASSOC! LOCATED AT 48' FROM BOTTOM INACTIVE LGec CONCEALED FLUSH BOLTS I3Y `SULLIVAN & ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SIL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10--3/4' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2' FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HINGES: 4-3/4' BALL HEARING HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8' FROM BOTTOM RAI. TOP HINGE AT 11' FROM TOP RAL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH 812-24 X 1/2' FH MS OPTION 02p 7-13/lir THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8" FROM BOTTOM PAIL TOP HINGE AT 11' FROM TOP RAIL CENTER HIM AT MIDSPAN HINGES FASTENED WITH #10-24 X 1/2' FH MS 81TSM $ PALET / UP. ID CRDRlOR MATH U. I&W./BAPP M/fIENAM 1 A501 3/ DOOR FRAME HEAD/JAMB 6063-T8 - 2 V502 1 FRAME SILL 6063-T8 3 V803 1 SILL COYER 8083 -TB - 4 V804 AS RECD.. SIDEUTE STILE 8083-T8 - 5 V508 2/ LEAF TOP AND BOTTOM RAIL 8083 -TB - 0 V506 1/ LEAF HINGE STILE 6063-78 - 7 V507 1/ LEAF LOCK AND ASTRAGAL STILE 8083-118 - 8 V513 AS REOD. INACTIVE ASTRAGAL STILE 6083-T8 - 0 VEIN 2/ LEAF SWEEP AOAPIEA BD83-T8 - 10 V509 AS RECD. SIDEUTE ADAPTER 8083-T8 11 V811 AS REOD. GLAZING BEAD - S/18' CLASS 5083-T8 - 11A V617 AS RECD. GLAZING BEAD - 7/18' GLASS 8083-T8 - 12 V512 AS REOD. REINFORCING STIFFENER 6083 -TB - 12A - -AS READ. REINFORCING CHANNEL STEEL 36 ICM 13 2/ LEAF 3/8' THREADED ROD STEEL 14 - - I - - 16 %814 2/ LEAF FLUSH BOLT SUPPORT ANGLE 6083-75 1-1/2' X 1-1/2' X 3/18' 18 - - - - 17 - 3/ LEAF BALI. ANG HINGE ASSEMBLY - 17A 3/ LEAF 3 PIECE HINGE ASSEMBLY - - 16 - - - - - 18 AS RKX1. FIN SEAL PILE WEATHERSTRIPPING 20 V516 AS REND. BULB WEATHERSTRIPPING - SANTOPRENE DUROMETFR 80t8 21 08 X 1/2' AS READ. ICLAZ14V ADAPTER SCREWS ST. STEEL. PH TEKS, AT 2' FROM ENDS & 8' O.C. MAX. 22 #10 X e AS RECD. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 23 - AS RECD. SIDE LTTE ADAPTER SCREWS ST. STEEL - 24X8-32 X 1/2" 2/ ANGLE SUPPORT ANGLE SCREWS ST. STEEL EH ELS 26 AS READ. BUMPER SPACER SILICONE - 26 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED•WVITH PTI SILICONE. A R. a O $� n 14 e 1 L drawing no. W10-08 4.000 078 7yP 4.888 o 212s .094 o 2' o I p o o � 3-. p i,' ° ° 3-1/2• ° ° 4-3/4' ° ; 8 Z F ,t 1 -IU_F7 V. Itl .828 ,.780 o7e •�• 0 CD FRAME HEAD/JAMB a HINGE STILE 2' 0 f12-24 X 1/Y FH MS CRS TYPE 23 ACRS 27YPE 23 2' FH MS 17 O g Q < id9Sip f� s 1.780 5.313 078 IYP. •828 1.984 1•� 3 PIECE HINGE BALL BEARING HINGE 4000 o7a UW a�6 TYR a.0oo -• tato -t d .828 e INACTIVE ASTRAGAL STILE 125 3.832 3.782 y CXi 4 000 5 TOP &BOTTOM RAIL 3�---�� 628 1.750 078 TP. 1.984 72 1.000 s o P� �aougyj'' � > i R 4 8i � AI y �$ � > .9 7.500 .080 .388 .084 5.313 1808 7 LOCK/ASTRAGAL STILE 2aoo a SWEEP ADAPTER '250 3.720 c 1.134 • d62 5 '4.176 2.251 o il 1.Of0 t STIFFENERS 1.184 078 IYP. •860 � = 3 SILL COVER. 719 oas s g<m° 2.183 ' 1.576 11 .640 ° .sot .583 .088 1.6180 4 SIDELITE STILE GLAZING BEAD - 7/16" GLASSJgVPi�,',��Ao .498 '1°JOm' pRpDt�7'Itl A9amplyle8 ait6 drel±blltte 1 y0, g 8 t.f33 078 .. 4.OD0 ,882 .814 .769 .d5d 12-V r3.0 16 .eo9 ay dFpwtttg rro. W10-08 z FRAME SILL to SIDELITE ADAPTER GLAZING BEAD - 5/16' GLASS sheet 11 p1.12 22 V■V z ; 0 73 JIMI ll 13 0 0 . o .'' EIIQR JAVAD N •�O,, . FlA ' �I1.70382 . g A 3 rn u •'�c3s xonucrxsvis>?p ..mptym8whulheF k 2411 `rw'>,a y2—Oii G 6 mo Parcel Owner Report Parcel Number: 1121360030540 131 NW 110 Street Miami Shores FL 33168- I d L Tax ID:1121360030540 C Owner Information WARREN & ERIN PARKER Phone: 305-757-9549 Phone: Phone: (305)219-8267 Related Permits Demolition Driveways/Sidewalks/Slabs Electrical - Residential Fence/Wall Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Paint Paint Plumbing - Residential Re -Occupancy Residential Construction Roof Current Owner: No Current Owner: No Company: GMAC MORTGAGE LLC Current Owner: Yes Company: LUCKY 13 HOME Permit Number Application Date Expiration Date Status DEMO -1-13-84 01/14/2013 01/01/2999 APPLIED DS -2-14-330 02/21/2014 08/26/2014 APPROVED EL -1-14-142 01/27/2014 01/01/2999 CLOSED FW -4-06-999 04/19/2006 01/01/2999 CLOSED 224 05/27/2003 01/01/2999 CLOSED BP2004-1201 08/30/2004 01/01/2999 CLOSED MC2004-62 04/29/2004 01/01/2999 CLOSED BP2004-778 06/07/2004 01/01/2999 CLOSED BP2005-1387 09/23/2005 01/01/2999 CLOSED BP2004-1045 07/29/2004 01/01/2999 CLOSED EL2004-117 05/05/2004 01/01/2999 CLOSED PT -1-14-100 01/21/2014 01/01/2999 CLOSED PT -6-06-1523 06/05/2006 01/01/2999 CLOSED PL -1-14-143 01/27/2014 01/01/2999 CLOSED REOC-3-14-590 03/25/2014 01/01/2999 CLOSED RC -1-14-141 01/27/2014 01/01/2999 CLOSED RF -1-14-25 01/07/2014 01/01/2999 CLOSED Thursday, April 10, 2014 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-219169 Permit Number: WS -7-14-1485 Scheduled Inspection Date: September 11, 2014 Inspector: Rodriguez, Jorge Owner: , Job Address: 114 NE 103 Street Miami Shores, FL Project: <NONE> Contractor: YAMILL GLASS & WINDOW INC auuamg uepanment comments Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)801-0427 Parcel Number 1132060131770 Phone: (305)253-5211 REPLACING 13 WINDOWS AND 1 DOOR WITH IMPACT Infractio Passed Comments RESISTANT I INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-215683. Windows ok. �d Pending Eng. letter Failed Correction ❑ Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 10, 2014 For Inspections please call: (305)762-4949 Page 17 of 31 Job: Impact Window Installation at: 114 N.E. 103rd Street, Miami Shores, Florida RE: Buck Installation Contractor: Yamill Glass & Windows 1 J4•" ELCO . Min. 3.5 ksi . Tapcons Concrete a 4 .. q.+. ,�. 2x Wood Buck , ' 1 1/2" Min. 4�' 41 Concrete (1 1%2" actual) Embedment p .. �. � as Tvaica) 2x Wood Buck (Where reauiredl t. Anchor spacing for buck attachment to substrate shall be at 5' O.C. (max.) from corners and 10" O.C. (max.) balance. 2. Minimum distance from center of anchors to concrete edge is 3'. "YOUR ON-CALL ENGINEERING COMPANY" 9420 S.W. 112Tk STREET, MiWi, FIORidA 3 3 17 6 TEL (786) 242-1720 - FAx: (786) 242.4399