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HomeMy WebLinkAbout22-4982Address: 37532 Aaralyn Rd ZEPHYRHILLS, FL 33542 Phone: (207) 705-0146 "M fy- -6-t - �ep "yr 5335 Eighth Street Zephyrhills, FIL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 Building Valuation: $14,712.65 Electrical Valuation: $0.00 Mechanical Valuation: $0.00 Plumbing Valuation: $0.00 Total Valuation: $14,712.65 Total Fees: $113.56 Amount Paid: $113.56 Date Paid: 10/12/2022 8:26:51AM BAR-004982-2022 Issue Date: 10/12/2022 37532 Aaralyn Road REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE 0 0 1 0 45-110RU*09 Ig -771v 9 ()-7C 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 1 813-649-8959 Phone Contact for Permitting Owner'sNamelAnneHuertas Owner Phone Number (267)705-0146___1 Owner's Address 137532 AARALYN ROAD, ZEPHYRHILLS, FL 33542 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS F37532 AARALYN ROAD, ZEPHYRH ILLS, FL 33542 1 LOT # SUBDIVISION ------------- —1 PARCEL ID#103-26-21-0230-00000-01 10 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R NEW CONSTR R QjALDD/A1_­f_) SIGN DEMOLISH INSTALL', PAM— PROPOSED USE SFR a COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK Replacing 12 windows size for size BUILDING SIZE I i SO FOOTAGE HEIGHT X IE�E�Etk]E�L TIEXXIEXCXICIE41 K C I -LIE XX -K�EILIL-ElLkX tt XXXXXV 4:XXILX EXAL E4 I =BUILDING 1'$14,712.65 ] VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY = W.R.E.C. =PLUMBING 1$ =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION = GAS = ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE EGISIrR.. I WIN FEE CURREN I Y/N Address Lk �o License # ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE N Address License # PLUMBER COMPANY SIGNATURE REGISTERED YIN FEE CURRENYI N IAddress I License # MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License # OTHER COMPANY = I SIGNATURE REGISTERED I YIN FEECURREN Y/N Address License# I allitivill I ligglatillia lstilitillissit latillistilis filitillitill all 11111121 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms, R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & I dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. -*PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) — Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey(Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions' which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009, Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide' prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. ♦ ■ •,.i 1•_C !i Lti! � •i4... : •y i #:• � # C 1• • #ill x. if 1 OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this by Who is/are personally known to me or has/have produced as identification. Notary Public Commission No. t CONTRACTOR Subscribeand sworn to (or f r e-( before me thi t ks Z- by Who is(are ersonally known tome or has/have produced ` as identification. Notary Public Commission No. (p Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped d utiic State, f FI zfidl Joi+ I Olr lri _ rvll + ai7r iss )n HH 059411 MAIM NOTICE OF COMMENCEMENT Permit Number Tax Follo 8 The undersigned he" gives notice that improvement will be made to certain Real Property, and in accordance with Chapter 713, Florida Statutes the following information is provided in this Notice of Comm,%ncernanit, 1. DESCRIPTION OF PROPERTY: (Legaf do-n~ ofma property and~ addre". 1f8Vftftb*). 37532 Aamlxn Road zjeunt6EL 335d2 2. GENERAL DESCRIPTION OF IMPROVEMENT: RoplaCement of win6owsidoors 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT' Name & Address: Interest in Prop"* Fee Simple Title Holder (if different from owner listed above): 4. CONTRACTOR: Name: MndowWafl LLC PhoneNumber 613-649-SM Contractors Address: 410 $Ware Blvd. Suite 6-jj-,-Tamps. -FL =19 5. SURETY (if applicable, a copy of the payment bond is chod): Amount of bond: Name. Address: 6. LENDER'S NAME: Lender's address: Phone Number. OF C•ENCEMENT. (PrInt Narry and Pmvlde Sillrialory't TM&KW") ror r'-di;-Ws �(Tessw�* �M, day of !!'S, i �� 7w' (name of Peft on t)ohw df ~ owniniont woo 6"Milism 0typeolauthanty. —Person nown or Produced Identill'ication NY =WWWwAtion of Ixoduced) * 4f-01 i FREY T C PER I— --Stale of FlWide) Noq&rV putdit-Stot* of Florida F a f W 13 / 2 a 2 0 J6. C MIA$ 0 HN 105009 MV cominission Expifos N r04.2025 V0ndowYVeU 1201old hop*we|vd auda1O tmmpa.V 33619 INVOICE INFORMATION WW Design Consultant QUOTE: 129354 QUOTE DATE: 9/14/2022 �ST. DELIVERY DATE: 12/14/20Zi WW Design Consultant E01i6616ii.s.1, 60somms"EIMMIM01=1 3 (1431aFIN /1441oFLG)Vinyl NON -impact SH 1 35VYX60 1/4M FL#:14604.2 DLO: 35wx60,25x NFRC:UF=O31.3HGC=O2.VT=U45 WHITE BOXFRAME 3/4^O.A.INSULATED GLASS PACK GLASS BYWINDOW ANNEALED GLASS 1/0''LEANNXSPACER X1/8''CL4NN ARGON LDE2 -3O8 +/-50PGF COLONIAL GRIDS (GBG)=[1U1V] DDUBLEL0CK LOCAT|ON=[LivingRoom 'B] COMMENTS: 4 (1431sFIN /1441sFLG)Vinyl NON -impact 8H 1 35VVX00 1/4H FL#:14OO42 DLO: aawx60.2s* NFRC:UF=O.31.SHGC=0.2.VT=0.45 VYM|TE BOXFRAME 3/4^O.A.INSULATED GLASS PACK GLASS BYWINDOW ANNEALED GLASS 1/8''LEANN X SPACER 1/8''CLANN ARGON LOE�306 +/-5UP8F COLONIAL GRIDS (GBG)=[1H1V] DOUBLE LOCK LDCAT|ON=[Dining Room 'B] COMMENTS: 5 1^X3-1/O^HVHZLight- Vertical Mullion 1 1VVX601/4M VINYL FRAME WHITE ONE WAY -2WINDOWS LD M'CL|P(0108^X 1046^X225^)=p21 2^DRESS OUT=[121.5g WHITE X0maz-0� 9/21/20221:32:56Pm 2me E imilmiisiia. i immmosismiumnsmi 0 (1431aFIN M441aFLG)Vinyl NON -impact 8M 1 35YVX80 1/4H FU#:14MO42 DLO: 3sWxoo.zs* NFRC:UF=0.31.8HGC=O2'VT=O.45 WHITE BOXFRAME 3/4^O.A. INSULATED GLASS PACK GLASS BYWINDOW ANNEALED GLASS 1/8^ LEANN XSPACER X 1/8''CLANN ARGON LOE2-38O +/-50PGF COLONIAL GRIDS (GBG)=[1H1V] DOUBLE LOCK LOCAT|ON=[Dining Room 'B] COMMENTS: 7 (1431aFIN /1441aFLG)Vinyl NON -impact SH 1 35VVX60 1/4H FL#:140042 DLO: oswxso.2e* NFRC: UF=O.31. SHGC=02. VT=V45 VVM|TE BOXFR4ME 3/4^0.A.INSULATED GLASS PACK GLASS BYWINDOW ANNEALED GLASS 10^LEANNXSPACER X188" CLANN ARGON LDE2 -3VG +c50P8F COLONIAL GRIDS (G8G)=[1H1V] DOUBLE LOCK LOCATION =[DiningRoom -B] COMMENTS: 8 1^X3-10^MVMZLight- Vertical Mullion 1 1VYX00 1/4H VINYL FRAME VVM|TE ONE WAY -2WINDOWS LID M-CLIP(O1B8^X 1845^X2.25^)=p21 2^DRESS OUT=[121.5] WHITE 9/21/20221:32:56PM 3m 8 128354 | 8/14/2022 | | AnnoMu*rtaa FL# 14604.2 DLO: 3eWxsu.2eH NFRC:UF=O.31.8HGC=0.2. VT=O.45 VVM|TE BOXFFAJNE 3/4^O.A.INSULATED GLASS PACK GLASS BYWINDOW ANNEALED GLASS 1/0''LEANNXSPACER X1/O^CLANN ARGON LOE"-306 +450P8F COLONIAL GRIDS (GDG)=[1H1V] DOUBLE LOCK LDCAT|ON=[DininO Ronm-B] COMMENTS: 10 (14310FIN /1441aFLG) Vinyl NON -Impact BH 1 24VYX48H FL#:140O4.2 DLO: swwx4m* NFRC: UF=O.31.GHGC=O.2. VT=O.45 VVM|TE BOXFRAME 3/4^O.A.INSULATED GLASS PACK GLASS BYWINDOW ANNEALED GLASS 1/0^LEANNXSPACER X10^CLANN ARGON LOE�300 +/- 5OP8F COLONIAL GRIDS (GBG)=[UH1V] SINGLE LOCK LOCATION =[Kitoh*nRoom -B] COMMENTS: 11 (14310FIN /1441eFLG)Vinyl NON -impact SH 1 35VVX01 1/4H FL#:140042 DLO: unwxm.2s* NFRC: UF=0.31.SHGC=O2.VT=O.45 WHITE B0XFRAME 3/4^O.A.INSULATED GLASS PACK GLASS BYWINDOW ANNEALED GLASS 1/0^LEANNXSPACER X1/8^CLANN ARGON LOE`-36V +/- 50P8F COLONIAL GRIDS (GBG)=[1M1V] DOUBLELOCK WINDOW OPENING CONTROL DEVICE LOCATION =[MmuterBedroom -B] 129354 | 914/2022 | 1 AnneHu*rtao FL# 14604.2 DLO: opwxo1.2sH NFRC:VF=O31.OMGC=0.2. VT=0.45 VVM!TE BOXFRAME 3/4^O.A.INSULATED GLASS PACK GLASS BYWINDOW ANNEALED GLASS 1/0^LEANNXSPACER X1/O''CLANN ARGON LOE"-3@@ +/-50PSF COLONIAL GRIDS (GBG)=[1H1V] DOUBLE LOCK WINDOW OPENING CONTROL DEVICE LOCATION =[MeeterBedroom 'B] COMMENTS: 13 (1451uFIN /1441aFL6)Vinyl NON -impact SH 1 34VVX00 1/4H FL#:140O42 DLO: 3wwxeo.2e* NFRC:VF=O.31.SMGC=0.2. VT=045 WHITE BOXFRAME J/4''O.A.INSULATED GLASS PACK GLASS BYWINDOW ANNEALED GLASS 1/8^LEANNXSPACER X10^CLANN ARGON LOE`'38G +/- 5OP8F COLONIAL GRIDS (GBG)=[1H1V] DOU8LELOCK WINDOW OPENING CONTROL DEVICE LOCATION =[Maya'uBedroom B] COMMENTS: 14 (1431mFIN /1441sFLG)Vinyl NON -Impact GU 1 34VYX50 1/4H FL#:146O4.2 DLu34 W,60'25* NFRC:UF=0.31.8HGC=U2.\/F=O.45 WHITE BOXFRAME 3/4^D.A.INSULATED GLASS PACK GLASS BYWINDOW ANNEALED GLASS 1/8^LEANNXSPACER X10''CLANN ARGON L0E"-36O +/-5OPGF COLONIAL GRIDS (GBG)=(1H1V) DOUBLE LOCK WINDOW OPENING CONTROL DEVICE LOCAT|ON=[Maya'oBedroom -B] 9/21/20221:32:56 PM 5me By signing the bottom of this order form you agreethat this represents a binding agreement to purchase products between your company and EAS. You are responsible for any and all information as it pertains to this order. Delivery dates are subject tumaterial availability and Credit approval. *Quotes are valid for 4ghours after creation ufthe quote and subject \oproduct availability. Any and all quotes for mnorder that will require one hundred ormore combined products requires prior review and authorization byEA8tobeconsidered avalid quote. EAG reserves the right tomake changes tnproduct pricing and availability at all times for reasons including, but not limited to, changing marketconditions, product discontinuation, restricted material availability, and supplier price changes. EASretains the sole right toaccept ordeny any undar.~ *** Subject 1oApplicable Sales Tax. °° SIGNATURE ��11111M.11111 9/21/20221:32:56Pw 6mro 9/21/2022 1:32:56 PM 7 of 8 9/21/2022 1:32:56 PM 8 of 8 2 E 10/15/21, 12:25 PM Florida Building Code Online FL # FL14604-Rll Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800) 432-2204 Ext 4305 easengineering@easternmetal.com Authorized Signature James Flesher easengineering@easternmetal.com Technical Representative Jim Flesher Address/Phone/Email 10030 Bavaria Rpad Fort Myers, FL 33913 (800) 432-2204 jflesher@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) $tandard Year AAMA/WDMA/CSA 101/l.S.2/A440 2011 ASTM E1886 2012 ASTM E1996 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect ELjAkgA_Ejj_Vic; qLy Ft 146Q4 AAMA EQ-p f _ff EL14604 RVk Eqkuy FL14604 ASTM EQ-p _Lt https://floridabuilding.org/prlpr�_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7badr84AYj7tUryTJXcv°/�2bhQrY5b5CWL4XA`/`3d`/`3d 1/3 10/15/21, 12:25 PM Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 14604.1 Method I Option A 05/18/2021 05/19/2021 05/21/2021 Model, Number or Name Series 1431 Non -Impact Vinyl SH Nailing Fin Limits of Use Approved for use in HVHZ., No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +50/-50 Other: Configuration: O/X Vent Size: W-44.38" H-35" Glazing 3/4" Overall I.G. 14604.2 nge Description Series 1431 Non -Impact Vinyl SH Nailing Fin Certification Agency Certificate PKE Quality Assurance Contract Expiration Date 12/31/2024 Installation Instructions Verified By: Luis R. Lomas, P.E. Florida RE. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14604 R11 AE 51094SR pdf Created by Independent Third Party: Yes Vinyl SH I Series 1441 Non Limits of'Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure; +50/-50 Other: Configuration: O/X Vent Size: W-50.38" H-35A3' G14zing: 3/4" Overall I.G. 1 14604.3 Series 2451 Impact Vinyl SH Nailing I Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressure: +50/-50 Other: Configuration: O/X Max. Frame Size: W-48" H-72" Glazing: 3/4" Overall Laminated IG Certification Agency Certificate Pnllf Quality Assurance Contract Expiration Date 04/30/2024 Installation Instructions LI-_14604 R! p�_f Verified By: Luis R. Lomas, P.E. Florida P.E. 61514 Created by Independent Third Party: Yes Evaluation Reports fL14604 R11 AE 512947Cpdf Created by Independent Third Party: Yes Series 2451 Impact Vinyl SH Nailing Fin Certification Agency Certificate FL14604 R11 C. AC N1013364_0?-R1,pqf Quality Assurance Contract Expiration Date 09/30/2024 Installation Instructions FL14-04 R11 11 8- ?C)14A,pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports EL146k4 K11 A 5137 B.p Created by Independent Third Party: Yes 14604.4 1 Series 2461 Impact Vinyl SH Flange I Series 2461 Impact Vinyl SH Flange Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: O/X Max. Frame Size: W-53 1/8" H-72" Glazing: 3/4" Overall Laminated IG 14604.5 Series FW1 1000 Impact Aluminum I SH Certification Agency Certificate PAf Quality Assurance Contract Expiration Date 09/30/2024 Installation Instructions FL14604 R'l -11 08-02915Apcif Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14604_R11 _AE913740BpgLf Created by Independent Third Party: Yes Series FWI 1000 Impact Aluminum SH Limits of Use Certification Agency Certificate Approved for use in HVHZ. Yes P-0—f Approved for use outside HVHZ* Yes P�fff Impact Resistant; Yes p�f Design Pressure: N/A EL14604 RL,,L_C _CAC NI0106' _,0,01-R2 Rdf Other: See drawing 08-02476 for design pressures. GLASS LLj,4§&j R11 C CAC N1010670zR2.1Ldf https://floridabuiIding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7badr84AYj7tUryTJXcv%2bhQrY5b5CWL4)(A`/`3d`/`3d 2/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION - 5 1 INSTALLATION DETAILS 6 COMPONENTS REVISIONS DESCRIPTION I DATE I APPROVED ADDED ORIEL CONFIGURATIONS & RATING 1 04/28/20211 R.L. 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM SIGNED: 0510412021 S aRCn TECTUfNESYSTeMS ! -STERN htEOn4OY4+PlY �tit�2ff/ R. p` �FI ORIDa3592 �ly�w� ��L •�,�`j 1w A'( y�Y"'r .aw wvoaw a cs es®.. ­222P6 3 SERIES 1441 VINYL SINGLE HUNG ®*•� o*Y NON -IMPACT 54" X 72" 0 — NOTES ;:14 , TAT CIF °w` DRAWN: DWG N0. REV i'q . fi ks /�°q 4QRAU \y"� A.M. 08 s00558 SCALE NITS TS 07/29/0$ 1 OF 6 L. ROBERTO LOMAS P. E. 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. FL NO,: 62514 434-688-0609 rllomas�idomaspe.coro 53 1/2" FRAME WIDTH 14 6" MAX. �i MAX40.C. 6" MAX. 6" MAX. i MAX. O.C. I - 72" FRAME HEIGHT 6" MAX SERIES 1441 VINYL SINGLE HUNG EQUAL WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING ±50.OPSF NONE RAIL JE 1(4) INTERLOCKING SNUBBERS, 20 1/8- FROrA CORNERS AT SILL AND BOTTOM RAIL I I 53 1/2" FRAME WIDIH 6" MAX. a 4 - f � MAX. O.C. 6" MAX. - 14" MAX. O.C.-- i AVE AM IGHT } / 6" MAX. REVISIONS REV DESCRIPTION DATE FPPROVE. D ADDED ORIEL CONFIGURATIONS & RATING 1 04/28/2021 R.L. 6" MAX. NOTES: I. EQUAL SASH SIZE: 50 318" x 35 118" 2, EQUAL UNIT D.L.O.: 48 112" X 32 112" _ 3. ORIEL SASH SIZE: 50 3/8" X 29" 4. ORIEL SASH D. L.O.: 48 1/2" X 26 3/8" 5. ORIEL FIXED D. L.O.: 48 112" X 40 718" i SERIES 1441 VINYL SINGLE HUNG ORIEL WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING ±40.OPSF NONE SIGNED. 0510412021 E FCHTECTUHAL SYSTEMS A aIVI510N OF E s ea,v lnE*ntsvaaw {tt ff ��tY1111I1 J/�� \�Li L o 1//Z�� o s, ctoa of s3sle`".y - OC-4322z04 tilti� .�,�drjiV+ r���i � e SERIES 1441 VINYL SINGLE HUNG = 61 NON -IMPACT 54" X 72" 0 - ELEVATION TAf OF•�` DRAWN: 0'NG N0. REV rtf`_1��yyp4{�(AR�y{y'<\"+*` 08 s00558 D AM. A �V TPII`�A�\`� DATE NTS 07/29/08 2 OF 6 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 LUIS R. L0171OS P.E. FL No.: 62514 434-688-0609 dlomaspIrlomaspe.com WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 EW 1 1/4" MIN. EMBEDMENT 1 1/2" MIN. EDGE DISTANCE #10 WOOD )R SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 7 SET OF SEALANT X. SCE REVISIONS OeSCRIPT". AllRGTF. D ADDED ORIEL CONFIGURATIONS & RATING 1 04/28/20211 R.L. �t":F_Alll I 1/4" MAX. SHIM SPACE BACKER ROD & APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION A N­ Eastern NMwraw SERIES 1441 VINYL SINGLE HUNG NON -IMPACT 54" X 72" INSTALLATION DETAILS DRAWN: DWG NO, A. M, 08-00 58 SCALE NTS I "A" 07/29/08 1 SHEET 3 OF 6 I. ROBERTO LOMAS RE 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 filcmasCaWrIomasp—m SIGNED: 0510412021 ik L o REV] D ONAL Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT BACKER ROD APPROVED SEALANT METE STRUCTUR BY OTHEF VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 112" MIN EDGE DISTANCE /4" MAX. IIM SPACE SMS OR DRILLING 112" MIN. W EDGE DISTANCE #10 SMS OR SELF DRILLING SCREWS METAL ERIOR STRUCTURE _ BY OTHERS TO BE SET BED OF 'ROVED SEALANT 1/4" MAX. SHIM SPACE REVISIONS REV DESCRIPTION DATE APPROVED D ADDED ORIEL CONFIGURATIONS & RATING 1 04/28/20211 R.L. 1,4" MAX, SHIM SPACE INTERIOR I EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION r7r� SERIES 1441 VINYL SINGLE HUNG NON -IMPACT 54" X 72" INSTALLATION DETAILS DRAWN: DWG NO REV A.M. 08-00558 D SCALE NTS I DATE 07/29/08 1 SHEET 4 OF 6 I. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 SIGNED: 0510412021 01111111L//o// 1k //, .. TAT 0 OF /OtM Luis R. Lomas P.E. FL No.: 62514 2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS 4° a 1 1/4" MIN. OPTIONAL 1X BUCK EMBEDMENT 1 1/4" MIN. SEE NOTES 3 - 7 EMBEDMENT SHEET 1 i CONCRETE/MASONRY 1/4" MAX. BY OTHERS - BACKER ROD - SHIM SPACE & APPROVED OPTIONAL 1X BUCK vo SEALANT SEE NOTES 3 - 7 a SHEET 1 OD 3/16" TAPCON 3/16" TAPCON >a v a a >a � 2„ 0 MIN. Q EDGE v 0 DISTANCE ° EXTERIOR INTERIOR BACKER ROD U SILL TO BE SET & APPROVED IN A BED OF SEALANT APPROVED SEALANT OPTIONAL 1X BUCK --- 1/4" MAX. SEE NOTE 3 - 7 SHIM SPACE SHEET 1 CONCRETE/MASONRY _ BY OTHERS 4 4 a � 4° VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS DESCRIPTION DATE APPROVED ADDED ORIEL CONFIGURATIONS & RATING 1 04/28/2021 R.L. 1/4" MAX. SHIM SPACE O® a3 BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM €2112 Eastern SERIES 1441 VINYL SINGLE HUNG NON -IMPACT 54" X 72" INSTALLATION DETAILS DRAWN: DWG NO. A.M. 08-00558 SCALE NTT DATE 07/29/08 1 SHEET OF 6 L. ROBERTO LOMAS P. E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 rllomasL7a lrlomaspe.com SIGNED: 0510412021 °}11R I DLioIf,,r� *. 0 * � 'TAT dF w REV Luis R. Lomas P.E. FL No.: 62514 3 3/4" 2 1/2" - - - - ------- HEAD FRAME �O0870�O VINYL PVC 3/4" - o MEETING RAIL IQ008511 _L VINYL PVC 1 2" H REINFORCEMENT(103QQL84) ALUMINUM6063-T5 3 3/4" 2 1 1 /4 SILL FRAME (10008692) VINYL PVC STILE (10008842) VINYL PVC REINFORCEMENT (12300082 j ALUMINUM 6063-T5 3 3/4" 2 1/2" I JAMB FRAME (10008668) VINYL PVC 1 1 1/4" 0 1 1/4" LIFT RAIL fl QOQ8882 LOCK RAIL (10008845 j VINYL PVC VINYL PVC 1/4" 41 3/4" GLAZING BEADW005470 VINYL PVC REVISIONS ---T---- DESCRIPTION DATE APPROVED CONFIGURATIONS 04/28/2021 R.L. ADDED ORIEL I RATING SERIES 1441 VINYL SINGLE HUNG NON -IMPACT 54" X 72" COMPONENTS DRAWN: DWG NO, A.W 1 08-00558 SCALE NTS I DATE 07/29/08 1 SHEET 6 OF 6 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rII­s(a)IrIomasp&­m SIGNED: 0510412021 P. .. L 0 4f �7ATP047 REV ­ !'4 0 R \'D D Luis R. Lomas P.E. FL No,: 62514 10/15/21, 12:23 PM Florida Building Code Online "Irl"MV1,47 I&M — '-" - 1:111"I'l.", "11113 SHE Z BCIS Home Log In User Registration Hot Topics Submit Surcharge Stars & Facts Publications Contact Us BCIS Site Map Links Search d bc. Product Approval'r 4 USER: Public User Lrag,xt AQprD�a', Menu > 2LmCL-C, APZ_l I—N)n t >.List > Application Detail FL # FL17472-R8 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800) 432-2204 Ext 4305 easengineering@easternmetal.com Authorized Signature James Flesher easengineering@easternmetal.com Technical Representative Jim Flesher Address/Phone/Email 10030 Bavaria Ripad Fort Myers, FL 33913 (800) 432-2204 jflesher@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Standard) Standard Year .a AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https:llfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqtCUGgvjQiz6AvC`/`2bOtoUJ5`/`2fzVOHhmwXlurebbsfQRo9ew`/`3d`/`3d 1/2 10/15/21, 12:23 PM Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 17472.1 Florida Building Code Online 07/14/2021 07/14/2021 07/16/2021 Model, Number or Name HVHZ Clipped Aluminum Bay/Bow Mullion Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See drawing set for mullion size, angle and design pressure rating Description HVHZ Clipped Aluminum Bay/Bow Mullion Certification Agency Certificate FL17472 R8 C CAC 622-1 4 3Rl.Of Quality Assurance Contract Expiration Date 09/22/2024 Installation Instructions F 1?472 RF3 IS P,A-00tI4 HVHZ Mulls SS' 21 6 14.Pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL17472 R8 AE PER761 �0 1_0 -1 .pdf Created by Independent Third Party: Yes 17472.2 I HVHZ Cll,ppcd Aluminum Tube Mullion HVHZ Clipped AlumInufct ubp,Mullion Vertical, Horizontal, T and X Configurations Limits of Ws:B Approved for use in HVHZ: Yes Aplreoved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See drawing set for mullion size, configuration and design pressure rating Certification Agency Certificate FL17472 R8 C CAC 622- 1 3R1,,pelf FL174?2 R8 C CAC 622-102 C3Rl,pdf FL17472 R8 C .A E22 1 3 3itl,paf FL17472 R8 CA 622 10 C3i21.pdf FL 7472 R8 C "AC 62 0 C3iZl.p91f Quality Assurance Contract Expiration Date 07/18/2024 Installation Instructions FL17472 R8 II PA-0003 i `Ns' Muiis S 2021 06-14 Of Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent7h4d"Party; Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: .. El 49 Ed Credit Card Safe https://floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjOiz6AvC%2bOtoUJ5%2fzVOHhmwXlurebbsfQRo9ew°/o3d%3d 2/2 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED, 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 5. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI_DADE FIER, 7. MULLION & CLIP MATERIAL: ALUMINUM 6005-T5 & 6063-T6 (AS NOTED) S. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL. 9. SEE SHEETS 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULLION CONFIGURATIONS, AND DESIGN LOAD CAPACITIES. 10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH THE CURRENT FLORIDA BUILDING CODE. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - GENERAL NOTES, INSTRUCTIONS, AND ELEVATIONS 2 - MULLION CROSS SECTIONS 3 - ANCHOR CLIP DETAILS 4 - MULLION SECTIONS 5 - TYPICAL MULLION & CLIP ASSEMBLIES 6 - 1" X 3-1/8" (LIGHT) MULLION DESIGN LOAD TABLES 7 - 1" X 3-1/8" {HEAVY) MULLION DESIGN LOAD TABLES 8 - 1" X 4" MULLION DESIGN LOAD TABLES 9 - 2" X 4" MULLION DESIGN LOAD TABLES 10 - 2" X 6" MULLION DESIGN LOAD TABLES 11 - MULLION ASSEMBLY AND LOAD EXAMPLES ' I— Wl'—r ' W 2' —{ G 4 ANCHOR CLIP, TYP MULLION TYP. ANCHOR VERTICAL MULL SPAN 'L' INSTRUCTIONS: i. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: • ASSEMBLIES CONSISTING OF STACKED OR SIDE -BY -SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. 5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-10, MULTIPLE ANCHOR TYP£/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. REVISIONS SA OF <tt w"` 0)�Pe°<' AM 5/25/21 FBC UPDATE Digitally signed by Hermes F Norero Reason: I am approving this document d/ Lug w,. q� SM 2/6/18 6TH ED, F6C UPDATES Date: 2021.06.14 10:59:49-04'00' 3°° EA Dw,gb� �8 BY DATE DESCRIPLION MULL {�— SPAN'L' ,V,12, if-7 / ,W1 MULL SPAN'L' W2' W 1' _11111 I N01 Z I Y , ► ! l: r�1*PG"I' rlll'w TITIE HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS GENERAL AND INSTALLATION ELEVATIONS DAT E DRAWN BY: PREPARED BY: 02 OS 13 TJH DRAWING NO: $GALE: - BUILDING DROPS, INC. FOPE CERTIFICATE OF PA-0003 N.T.S. -, '. AFn QrI1AT1Qn No. 29118 --------- -0 0 2.625" 3.375" —0 0 � 2.25" 0.125" 2" 2" X 4" X 3 3/8" L-CLIP 2.25" 0 2.25" \0 2.25" 0 0.125" 2" T- 2" X 5" X 2 1/4" L-CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 10.46" 2.501, 0.722"—1 A 0 2.25" 0.722"— 25" l I- 2.25" 2.25" o 25" 0 �2.25" 1,75" 2 0 0.188" 1.25" U-T U-T 2.125" 2.125" 10 15/32" X 2 1/4" H-CLIP 1 2 1/4" U-CLIP 13/4" U-CLIP ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5 8.25" 2.25" 2.25-2.25" T —0 0 0 0 2.625" REVISIONS -T-7- 0.125" os 0.875" SA OF 8 1/4" X 3 3/8" H-CLIP © IV ALUMINUM 6063-T6 oATE 4" �—O 0 4.625" 5.375" -T 0.125" 2" 2" X 4" X 5 3/8" L-CLIP ALUMINUM 6063-T6 10.46" 2.335"\ 2-25""\ 2,25" 'o 0 25' 0 2.25" P 0. 188" 1.25" T 10 15/32" X 13/4" H-CLIP ALUMINUM 6063-T6 EASTERN ARCHITECT— SYSTEMS A Eastern 1ASTIR'NI ��`E�-N -SYOFTY IT 33912 21. TITLE HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS t'H FSPE CERTIFICATE OF Elll.lNE.A.15,1 AUTHORIZATION NO 29578 INSTALLATION ANCHOR (SEE NOTES SHEETS INSTALLATION ANCHOR 6-10) 2 1/2" MIN. {SEE NOTES SHEETS EDGE DIST. 6-10) CONCRETE OR .° a MASONRY BY OTHERS a a CAULK BETWEEN ° 4 °. 11/4" MIN. ° 3/4" MIN. ° CONCRETE MASONRY & 1X . / d ° ° EMBEDMENT EDGE DIST. c. WOOD BUCK BY OTHERS c — 1 X WOOD BUCK CONCRETE OR v BY OTHERS MASONRY BY OTHERS— Q CAULK BETWEEN o MULLION CLIP CONCRETE/ MASONRY & 2X a TYP. WOOD BUCK BY OTHERS TERIOR MULLION TYP, Aff-�, VERTICAL SECTION HEAD - CONCRETE/MASONRY SIDE VIEW -VERTICAL EXTERIOR INTERIOR MULLION 0 TYP. j MULLION CLIP TYP. a � n n ° ° a 1 1/4" MIN. d ° EMBEDMENT PRECAST SILL O BY OTHERS INSTALLATION ANCHOR (SEE NOTES SHEETS 6-10) 2 1/2" MIN, EDGE DISTANCE VERTICAL SECTION___ 4) SILL - CONCRETE/MASONRY SIDE VIEW -VERTICAL 11/2" MIN. EMBEDMENT INSTALLATION ANCHOR (SEE NOTES' EXTERIOR MULLION CLIP Z7TYP. 2 X WOOD BUCK_11 '----------- _ _ _ _ _ _ _ BY OTHERS - v — �'C MULLION EXTERIOR VERTIC MULLION, T KILUN I AL ILLION, TYP. 'U' CLIP TYP. INTERIOR INTERIOR TYP. l �q l IZ T L SECTION Y, T-MULLION INTERSECT DETAIL ! C 1 IZ T ® SECTION SIDE VIEW q, IAMB - 2X WOOD BUCK SIDE VIEW -HORIZONTAL INSTALLATION ANCHOR I ) (SEE NOTES SHEETS 6-10) NOTE DETAILS SHOWN ARE TYPICAL FOR ALL MULLION & CLIP ASSEMBLIES. SEE SHEETS 6-10 FOR ALLOWABLE MULLION CONFIGURATIONS, SIZES, AND DESIGN PRESSURES. V 7e 5 A CIF HORIZONTAL MULLION, TYP. EXTERIOR INTERIOR MULLION CLIP TYP. VERTICAL MULLION, TYP. (T)HORIZONTAL SECTION X-MULLION INTERSECT DETAIL SIDE VIEW REVISIONS EASTERN ARCHETECTURAL SYSTEMS Eastern ADI RfQNof EASTERN METAL SYPP'-Y �.... 63 EP MEST CAVc. r 5, FL 33912 �BtW1 TITLE'. HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS INSTALLATION DETAILS DATe DRAWN EY. RE REo av: 02 05/13 TJH ORAWINO NO. 90A1E: BUILDING DROPS, INC FBPE CERTIFICATE OF PA-0003 N.T.S. AUTHORIZATION NO 29578 DESIGN PRESSURE LIMITS FOR MULLION: I" x 3-1/8" (LIGHT) - ONE-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH W' (IN.) (IN.) 18 24 30 36 42 49 53.125 54 60 24 200.0 200.0 200.0 2000 200.0 200.0 200.0 200.6 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2000 200.0 48 200.0 200.0 200.0 200.0 2000 2000 2000 20D 0 200.0 60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6 1 72 161.6 1233 101.5 873 77.7 71.1 67.2 66.7 63.8 94 1 101.0 76.9 62.7 53.5 47.1 42.6 393 393 36.9 96 1 67.4 51.1 30.8 27.6 25.6 25.2 23.5 77108T47.2 35.7 28.9 24.4 21.3 19.0 17.5 172 159 DESIGN PRESSURE LIMITS FOR MULLION: I" x 3-1/8" (LIGHT) - TWO-WAY MULLIONS SPAN V TRIBUTARY WIDTH `W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200,0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 191.4 167.5 1513 148.9 134,0 48 200,0 200.0 200.0 167.5 143,6 125,15 113,5 111,7 100.5 60 200.0 200.0 160.8 134.0 114.9 100,5 90.8 89.3 80.4 72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 84 99.2 74.4 19.5 49.6 42.5 37.2 316 33.1 29.8 96 66,5 49,9 _ 39.9 33.2 28.5 24.9 22.5 22.2 19.9 108 46.7 35,0 28.0 23.3 �2O 0 j 17.5 _j 15.8 15.6 1 14.0 1 QUALIFIED ANCHOR CLIPS ] u 2 1/4" U-CLIP ALUMINUM 6005-TS U-CLIP FOR USE ONLY IN MULLION -TO -MULLION CONNECTIONS NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. 0,125" 3.125" 0.375"y 1" X 3-1/8" (LIGHT) MULLION ALUMINUM 6005-TS 0 0 0 0 0 2" X 5" X 2 1/4" L-CLIP ALUMINUM 6063-T6 "MUST BE USED IN PAIRS 0 0 0 0 0 0 10 15/32" X 2 1/4" H-CLIP ALUMINUM 6063-T6 TRIBUTARY WIDTH = I W2] W+ 2 TABLE NOTES: SEE SHEET I FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) INSTAL METAL: SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF V'. WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90, • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0,045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. REVISIONS EASTERN AIR HITeCTUR- SYSTEMS 0 Eastern EASTERN METAL `GYPPLY 1­1 B..UUIC AlE 0 IT lP �JISS­ W 1,8 V-D-IRR 7 TULE HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS S OF I" x 3 1/8" LIGHT MULLION 0 1& DATE Oft AYVR BY PREPARED BY 02 05/13 TJH I BUILDING DROPS, INC ­E E CE TIlOA7G 01 THDRDAUGN NU, 2957B P -0003 A." A C PA N.T.S. DANI Y DAREV GIIEET AD I I NEv TE 9 DESIGN PRESSURE LIMITS FOR MULLION: 1" x 3-1/8' (HEAVY) - ONE-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH'W' (IN.) (I N.) 18 24 30 36 42 48 153.125 54 60 24 200.0 20DO 200.0 2000 200.0 20007 36 200.0 200.0 200.0 200.0 200D _20-00 200.0 _220._0 200.0_ _200.0 200.0 200.0 48 200.0 2010 200.0 200.0 200.0 200-0 200.0 200.0 200.0 60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4 72 20&0 154.5 126.8 109.1 97.1 98.9 94.0 813 79.7 94 126.2 96.1 78.4 6&8 58,9 512 49.6 49.1 46.1 96 94.2 619 51.8 44.0 38.5 34.5 31.9 31,5 29.3 .108 58.9 44.6 36.1 30.5 26.6 217 21.8 1 21.5 19.9 DESIGN PRESSURE LIMITS FOR MULLION: I" x 3-1/8" (HEAVY) - TWO-WAY MULLIONS SPAN V TRIBUTARY WIDTH (IN. I (IN.) i$ 24 30 36 42 48 53125 1 54 60 1 24 200,0 200.0 200.0 200D 200.0 200.0 200.0 1 200.0 200A1 36 200,0 200.0 200,0 200.0 191.4 167.5 1513 148.9 134.0 48 200.0 200.0 200.0 167.5 143.6 125,6 113.5 111.7 100.5 il-lo 60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 820A 72 196,8 147.6 118.1 98.4 2�3.8 663 65.6 % 1 84 124.0 910 74.4 62.0 _84.4 53.1 46.5 42,0 413 37.2 96 83,0 62.3 19,8 35.6 31.1 28.1 27.7 9 24.9 108 583 417 I 35.0 1 29.2 1 25.0 LILLL'9-8 19.4 i, 1Z 5 1,0001, 0.125" 1 3.125" -d 0.625" 1" X 3-1/8" (HEAVY) MULLION ALUMINUM 6005-T5 ULIFIE ANCHOR CLIPS n 0 o 13/4" U-CLIP ALUMINUM 6005-T5 lU-CLIP FOR USE ONLY IN MULLION-TO-MU-LLION CONNECTIONS 2" X S" X 13/4" L-CLIP ALUMINUM 6063-T6 **MUST BE USED IN PAIRS NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS, 10 15/32" X 13/4" H-CLIP ALUMINUM 6063-T6 TRIBUTARY WIDTH Wl+W2 2 1 _T MULLION-, MULLION- X/z' r7� ONE-WAY MULLION DIAGRAMS Mu TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4, SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS, S. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITV/ TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90, • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. 10.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. REVISIONS EASTERNAR HITECTURAL SYSTEMS A DI ISION OF 0 1�1 Eastern EASTERN METAL SYPPLY 16341 DOMESTIC E. 0 s �T MYE S, M S3912 7 7 a TITLE HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS -0 S rtn OF 1" x 3 1/8" HEAVY MULLION SAFE DRAWN 8Y SY 02/ 5/13 TJH BOILEGFTDIFRIOCAPSTINC. WATICIE 29PA-0003 N.T.S. ALT.CFRNNO.F1 1. 7z 398 NEEIGRI-ON REV ­ET REV --------- DY GATE7 nc 11 DESIGN PRESSURE LIMITS FOR MULLION: V x 4"- ONE-WAY MULLIONS SPANT TRIBUTARY WIDTH"' '(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 1 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 _200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200,0 _200.0 200.0 200.0 200.0 200.0 200.0 200.0 _20E0 200.0 72 200.0 200.0 2M0 181.5 161.6 147.9 139.7 138.6 132.6 84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7 96 140.1 106.3 86.3 73.2 64.1 57.4 531 515 48.8 L108 28.1 74.2 60.1 50.8 44.3 39.5 36.3 35,9 33.1 DESIGN PRESSURE LIMITS FOR MULLION: I" x4" - WO-WAYMULLIONS SPAN 'L' TRIBUTARY WIDTHW (IN.) (IN.) 18 24 30 36 42 48 53,125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MO 198.5 48 20DO 200.0 200L0 200.0 200.0 186A 168.1 )5 165.4 148.8 60 200D 2WO 200.0 198,5 170.1 148,8 134,5 132.3 119A 72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 WL_ll 109.2 98.3 LOO.O !�� 7 L 3.8 103.2 88.4 77.4 69.9 68.8 619 _E_ 96 138,2 _ 1033 _12 82.9 69.1 59.2 51.8 46.8 46.1 41.5 109 97.1 72.8 58.2 48.5 41,6 IS 4 90 32,4 191 QUALIFIED ANCHOR CLIPS 0 0 0 0 0 0 0 0 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 **MUST BE USED IN PAIRS 1.0001, 0.250" - 1 4.000" 1 j 0.250" 1" X 4" MULLION 0 0 0 0 0 0 0 0 8 1/4" X 3 3/8" H-CLIP ALUMINUM 6063-T6 ALUMINUM 6005-TS --------------- TRIBUTARY WIDTH = Wl+W2 2 x MULLION--" MULLION - ONE -WAY MULLION DIAGRAMS TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS -CONCRETE: 1/4" ITW TAPCONS * METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF I". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN, EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2`. CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. 10.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. REVISIONS rW tern EASTERN ARCHITECTURAL SYSTEMS M- A DI IB EASTERN - E-Ly 16341 -.E111.11 __gat HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS s OF REPAIRED BY -By x 4" MULLION NOTE: SEE SHEET o 19p, 02/05/13 -'p D TJH TYPES AND DIMENSIONS. BUILDING DROPS, INC l,E-N. NO SCALE fBPE CERTIFICATE Of S' 77 PA-0003 N.T.S. A.THOLIZADON NO 29578 398 E t BEACH 3 , SHEET RE - - .1 1 7_ IG - BY DATE EAESCRI-ON REV 8 OF 11 DESIGN PRESSURE LIMITS FOR MULLION: 2" x 4" - ONE-WAY MULLIONS-_ SPAN T TRIBUTARY WIDTH W'(1N.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 201 200.0 20D0 200.0 200.0 200.0 200.0 201 36 200-0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 20D0 200.9 200.0 200.0 200.0 60 200,0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 200.0 200,0 197.0 188.0 196,8 180A 84 20D0 201 195.1 166.4 146,6 1325 123.5 122.2 114-8 96 200.0 159.0 129.1 109.5 95.9 81.9 79.5 78.5 73.0 108 146.7 lill 899 76.0 6E�259.1 �54.4 53.7 49.5 DESIGN PRESSURE LIMITS FOR MULLION: 2" x 4" - TWO-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH'W' (IN.) (N,) 18 1 24 1 30 36 42 48 53.125 54 60 24 200.0 200.0 -200.0 200.0 200.0 200.0 200.0 2 DOD 0 200.0 36 200.0 200.0 200.0 200.0 2DD0 200.0 200.0 200.0 200.0 48 200.0 200.0 200W _20070_ 200.0 197.0 178.0 175A 157.6 60 00.0 200.0 200.0 200.0 1 180.1 80, 157.6 142.4 140.1 126.1 72 200.0 200,0 200.0 175A 150.1 131.3 118.7 1163 105.1 84 200.0 200.0 180.1 150.1 1283 112.6 101.7 100.1 90.1 96 200.0 155.1 124.1 103,4 88,6 77.6 70.1 68.9 62.0 E los 145,2 108.9 87.1 72.6 62.2_ 43.6 2.000" 0.250" 4.000" j 0. 60" 2" X 4"MULLION ALUMINUM 6005-T5 TRIBUTARY WIDTH Wl+W2 2 I-" MULLION ^ I MULLION-11 ONE-WAY MULLION DIAGRAMS TWO-WAY MULLION DIAGRAMS TABLE NOTES 1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 15 ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS ANCHOR CLIPS • CMU: 1/4" ITW TAPCONS QUALIFIED -CONCRETE: 1/4" ITW TAPCONS 7 METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-112" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4' & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL 0 0 0 0 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN, 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045' THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. 0 0 0 0 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 %% REVISIONS EaStern 11IT111AAICIFTIC111 I S11111 0 **MUST BE USED IN PAIRS "PI,SIET'sylLy 21112RIM IIM290ZMXIEDEIL ­41R.­133912 11E.1 N 7 TITLE HVHZ CLIPPED ALUMINUM TUBE MULLIONS NOTE: SEE SHEET 3 FOR SPECIFIC CLIP 0 F VERTICAL AND HORIZONTAL CONFIGURATIONS _p s•2" x 4" MULLION TYPES AND DIMENSIONS. DATE D- BY MIRARE BY +�01205/13 TJH BUILDING DROPS, INC URTIF­TFOf iffy yp. P _0 6 TLJ.EIlATI.JN.D,2S17. 7 PA-0003 NJ.S. AD m E b 5m . REV.11 _ __D _'l-_ BY I DER.RIPTI.N REV FEE., _ I , DESIGN PRESSURE LIMITS FOR MULLION: 2" x 6" - ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 2 OWO. 0 2001.0 200.0 200.0 200.0 200.0 36 200.0 200.0 20DO 200.0 200.0 200.0 200.0 2WO 200.0 48 200.0 200.0 2W.0 200.0 200.0 200.0 200.0 200.0 200.0 60 20DO 200.0 20DO 200.0 200.0 200.0 200.0 200.0 200.0 72 2MO 200.0 200,0 200.0 2MO 197,0 P131. 188.0 186,8 1 84 200.0 200.0 200.0 19110 171.5 157.6 148.7 14T5 -.1 1 3��2 200.0 I 1.1 161.6 1 A 3 123,0 121.8 114.6 108 2W 0 'o 162f 112.6 104.9 103.8_ 97O DESIGN PRESSURE LIMITS FOR MULLION; 2" x 6" - TWO-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH W (IN.) (IN.) _--j- 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200,0 200.0 200.0 200.0 48 200.0 200.0 200.0 20D0 200.0 197.0 178,0 175.1 157.6 60 200.0 200.0 200.0 200.0 190.1 157.6 142A 140.1 126.1 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 94 200.0 200.0 180.1 1501 128.7 112.6 101.7 500.1 96 2000 197,0 1576 1313 11216 98.5 $9.0 8T6 7&8 108 200.0 175A 140.1 116.7 100A 87.6 79,1 77.8 70.0 QUALIFIED ANCHOR CLIPS 0 0 0 0 0 0 2" X 4" X 5 3/8" L-CLIP ALUMINUM 6063-T6 **MUST BE USED IN PAIRS INOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS.I I 0.250" F 'K 411A 6.000" MULLION MULLION - ONE -WAY MULLION DIAGRAMS Rulm I me 211 X 611MULLION ALUMINUM 6005-TS TRIBUTARY WIDTH = Wl+W2 2 TABLE NOTES: SEE SHEET I FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2"& EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4' & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN, 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA, (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5, I 1 .11" 11S� os REVISIONS EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF Eastern EASTERN METAL SYPPLY 16341 DOMESNC AVE IT .1 Al 1133912 , -1-011190 IN 7 S OF loY'. . 40 1B ry I Tl- HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 2" x 6" MULLION PATE: 02/05/13 PA-0003 DFAWNBY: TJH N.T.S. PREPAREDBY: -1. N. -.11. FBPE CERTIFICATEOF ­fHOREATION NO, 29578 DATE 398 AD A DA BY SWEET: in nc ii RE, MULL SPANT' NO, lll[IE� i HORIZONTAL MULLION TRANSOM OVER MULTIPLE UNITS I- 'Wl' -I- W2' VERTICAL MULLION HINGED DOOR W1 SIDELITE HORIZONTAL MULLION MULTIPLE UNIT ASSEMBLY J MULL SPANT' VERTICAL MULLION MULL SPAN 'L 'W2' L HORIZONTAL MULLION NOTES: z; 1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2. IF THE LOADING TYPE CANNOT BE DETERMINED, USE TWO-WAY ASSEMBLY CONFIGURATION VALUES, 3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. RE] MULL SPAN 'L' MULL SPANT' -1 'Wil W2' HORIZONTAL MULLION HORIZONTAL MULLION III RN A111IT1111 A DIV SIGN Eastern A.T. E. HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS MULLION ASSEMBLY AND LOAD EXAMPLES DATE.17.11N ­Ny `F"y 0 2/051 13 TJH -­LDING DROPC INC .ING NO `11FBPE CERTIFI-E OF PA-0003 N.T.S. 4NTHQRIZATIN. N.. -1. 11 OF 11