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RC-13-2328 Miami Shores VillageCID Building Department Orr 1 2013 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 t 0E Tel: (305)795.2204 Fag: (305)756.8972 By: 0A NSPECTION S PHONE NUMBER:(305)762.4949 Li 111,43— 0 FBC Zo BUILDING Permit No. _ PERMIT APPLICATION Master Permit No.V 13 Permit Type: BUILDING ROOFING JOB ADDRESS: C12,0 �. r— City: Miami Shores County: Miami Dade Zip: � Folio/Parcel#:_� . 32 0 a -- 00-7 00`7 L Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): l 1;zU 4,43 jA-PV V -P e#: '�°-(7�``5-- Address: 9.2,>10 N' e• W4-L -�&Y City: W64 r � gg State: Zip: 29 Tenant/Lessee Name: '&j1 t Phone#: Email: CONTRACTOR: Company Name: Ual14 0TC Ciera Phone#: -:3��® U- Address: 5 ii�;Lk_z City: State: FL, Zip: g Qualifier Name: 1,14S, V&ASZ,, Phone#: 3og 2_/.Com, State Certification or Registration#: C&C 05791 Certificate of Competency#: Contact Phone#: '?C34Q-- Z,16,-7701kmail Address: ,0 I) SIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 60 Square/Linear Footage of Work: �9 Type of Work: ❑Addition ®® ❑Alteration ❑New ❑Repair/Replace ❑Demolition �� P Description of Work: l�uQ A-- 'U_ LA ^� � 1, Color thru tele: y' Submittal Fee$_ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ O v Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 absence of such posted notice, the inspection will not be approved and a reinspection f e will be charged. Signature Signature��- �Wwrkr or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of '20(3,by t I c%rCh M a4ke�r nday of 6 1 20 by l u/ who is personally known to me or who has produced who is personally known to me or who has produced r�� `� As i entification and who did take an oath. �. �_ �'as identification and who NOTARY PUBLIC: NOTARY LIC: 310612016 � TARY PUBLIC : Sign: J sign: AM Print: NkQ Y-0 o- ?e Y---- -L- Print: �. My Commission Expir My Commission Expires: '°°�,r0FF F�� Q00�� i s MARIA D.PEW _�• My COMMISSION @ EE 127785 , f AIRES:Se Ptember 7,2x15 APPROVED BY /l �� 3 Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) f - STATE OF FLORIDA OF BUS $$ am PROP13SSXONAL REGULATION CONSTRUCTION INDUSTRYLICENSING BO {8 5 9) 487-1395 1940 NORTH C! STREET WE TALLAHASSEE FL 32399-0783 PE Z, LUIS XUML ULTIMATE CONTRACTORS INC 12285 SW 4 TERRACE Mimi FL 331::84 Congratulations! With this licenseyou become one of the STATE OF FLOR10A y y al eguion DSP NT 8F BUSINESS:Flo€idians licensed by lire Department of Business and Professional Regulation. �Rb�`7iit8ST � ,IC ; ®ur prot ionaus and buss s rangy from i to.yacht brokers,frrr� ears to rbeque r urants,and keep Florlda"s economy Yq„ CGCC S'i497 128018448 Every day we work to improve the way we do business in,-order to serve you better. Forinfo r°rattorr about our services, laaae i onto ,** 6dhilcoose.dom. CER.TXF3! QR There you can find more Information about our divisions and the regulations:that PEREZ impact you,subscribe to department newsletters and m more aSout theT Tai Tt igC Department`s Initiatives; Our mission at the Department is:License EfFolentiy,Regulate Fairly.We constantly strive to sears you better so that yyou se your customers. Thank you for doing business in Florida,and congratutat its on your new lioanset ss cap undertbersr .x x®mom o 4asFE expiration datO AUG 31,, 203.4 L12072601235 DETACH. .HERE 622-8504 STATE 10 F.FLORIDA,;. ,DEPARTMENT' O ' `8U I V Sf+ FSS CAS] RRC TIO�1 Ct�PS. C` I $''R�t ` L2C L'N'G ]BOARD, SE ' I.12t?72641Z3a` .,.. ✓2. 87 26/2012 11280184#9 CGCO37497 Phe GENERAL COSTRACTOR " Named below IS{CE IFI Dnder the provisions of Cha, " �� a IM � t V a +� ae lr tea ; 31 t 2#14 �� x NP PE Z, LUIS MANUEL ULTIMATE CC CRS INC x,2285 SW TER S MIAMI FL 33184 CR SCOTTEN GOVERNOR SEC T S, OPIPRw 1t E€ £ 3 "Lou k t # € NO , p 8tk3 P t�l�is� alit PAYMO, CE{V IS I `g�Ct�NTiFA 1 6 �3 IWING BTY Y LECTt9 t6co 20 S75U6_'i117j02/ 13 pua -137 aa IT Woo 1 as af�}aegiaeluc .f(gir8t»bQf6 a' !ho Ri�tPiNQ abF € topednilo `saa ruaoS�c ��. CERTIFICATE OF LIABILITY INSURANCEDATE 10x/11/2013 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES i NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW,THIS CERTIFICATE OF s INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE { CERTIFICATE HOLDER, IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(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 ceMcaW holder In lieu of euch l endorsemen a, AFT PRODUCER KAM NAM®M k =.. 1-600-271-1620 x4800 N, 727-787-0704 f FRANKCRUM INSURANCE AGENCY,INC, noD 100 S.MISSOURI AVE, INSUR 8 AFFORDING COVERAGE NAICO iCLEARWATER FL 33756 INSURER FRANK WINSTON CRUM INSURANCE CO. 91600 INSURED INSURER e: IN RER C: FrankCrum 1-600-277-1620 INSURER D: 100 S MISSOURI AVENUE INSURER E: CLEARMTER FL 33756 INSURER R i COVERAGES CERTIFICATE NUMBER: 232367 REVISION NUMBER/ THIS 13 TO CERTIFY THAT THE POUCHES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, { NOTWITHSTANDING ANY RWUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR 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. R TYPEOPINSURANCE ADDL BURR PGLICYNUMSER MUM" poIIOY upLTR LUM LTISR WD ( ) (tdMIeDJYYYYI GENMAL LIABILITY EACH OCCURIMM E $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PRENOES Me oemmenae OLAIMS•M F OCCUR MED EW wo m $ j PERSONAL6ADVINAIRY $ GENERAL AGGREGATE GEMLAOGREOATETAPPUESPSR: PRODUCTS-COMPIOPAGG $ POLICY PROJECT 771LOO $ SINGLECOMIMM UTOMOBLLE LIASAM (Ea sadden! $ ANYAUTO BODILYDANIRY(Perpemon) $ ALLOIANED SCHEDULED BODILY INJURY(pm eaddm+q AUTOS AUTOS NON-OVA4ED PROPERTY DAMAGE ,, 1 HIREDAUTOS AUTO $ UMBRELLAUAS OCCUR EACHCCCURRENCE $ ! EMESOLIAB OLAIMS-MADE AGOREGATE $ DED RE7E MM$ $ I ' A WORKERS COMPENSATION ANO WC201=000 1/112013 11112014 X TORY UMIII'6 T# EMPLOYEW LIAMUTY ANY PROPRIETCnIPAWrNWV2XECVnW E:L.EAM A0010EN1' $1 006 Q00 0FFICENMEMBEREXCLUDED9 NIA If"%duaft wWw EJ.DISEASE-EA EMPLOYEE 1000000 CROMPTION OF OPERATIONS b*w Ea.rnsEAse•POLICY uMls 1 WO 000 I 1 I DESCRIPTIONOFOPERATWM/LOOATIONBIAIFdUCLES(AUnaRACORb Jul,AddninWRefiaft edmdul%H Bwmspmb requfm* EFFECTIVE 08/18!2003,COVERAGE IS FOR WWW OF THE EMPLOYEES OF FRANKCRUM LEASED TO ULTIMATE CONTRACTORS,INC.(CLIENT)FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM.COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. l CERTIFICATE HOLDER CANCELLATION i ; SHOULD ANY OF THEABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN MIAMI SHORES VILLAGE ACCORDANCE WITH THE POLICY PROVISIONS. ATTN: BUILDING DEPT. 10060 NE 2 AVE. AUTHORIZED REPRMNTATM MIAMI SHORES,FL 33138, I' i0 7888.2010 ACORD CORPORATION. AB dghlB resBrved. ACORD 20(2010!08) The ACORD name end logo are reglstered marks of ACORD 1 { -� ULTICON-01 S nMGGS DATE MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 10/11/2013 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 policy(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 lieu of such endomement(s). PRODUCER CONTACT NAME: Collinsworth,Alter,Fowler&French,LLC PHONE EtI:(305)822-7800 Fac No:(305)362-2443 8000 Governors Square Blvd Suite 301 ADDRESS: Miami Lakes,FL 33016 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:First Mercury Ins.Company 10657 INSURED INSURER B Ultimate Contractors,Inc INSURER C: 12285 SW 4th Terrace INSURER D: Miami,FL 33184 INSURER E: INSURER F• COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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. WSR TYPE OF INSURANCEADDLSUEHA POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDD Mwo GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY NJCGL000000481702 2/1/2013 2/1/2014 PREMISES Ea occurrence $ 100,000 CLAIMS-MADE Fx_]OCCUR MED EXP(Any one person) $ 0 X Blanket Addtl Intl PERSONAL&ADV INJURY $ 1,000,000 X Blanket WOS GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY FRI PRO- EJ LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Peraccldent) $ J I - $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $HIRED AUTOS AUTOS Per acddent UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LJAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTNE❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,desaibe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, CE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS.Building Department 10050 NE 2 Avenue Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE & ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD GEOTECHNICAL MATERIALTESTING ENVIRONMENTAL DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS ROOF TESTING DYNATECH ENGINEERING CORP. Miami,April 10, 2014 3 Mr. Luis Perez 7--j-6 + 1 ( ULTIMATE CONTRACTORS, INC. 12285 South West 4t'Terrace Miami,FL 33184 Re: Existing Residence Renovation @ 930 NE 95th Street North Miami, FL Dear Mr. Perez: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on April 10,2014 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not contracted to perform supervision and certification of the building pad preparation. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re- compacted and re-tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies,of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. � Sincerely yours, ��N ®-s� o ° Wissa 1 Naamani, P.E. B � v DYNATECH ENGINEERING CORP. Florida Reg.No. 39584 0 Cec � tfo � bec33 ? i3618 Phone: (305) 8 $0 s 0 ) 828-9598 E-Mail: Dynatech@bellsouth.net 11 i R y i i W"'-' F< iw,i vnme°mwmre.°w,. A h DYNATECH ENGINEERING CORP. 750 WEST 84'STREET HIALEAH,FLORIDA 33014 (305)828-7499 MOISTURE-DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: April 10,2014 CLIENT: ULTIMATE CONTRACTORS, INC. PROJECT: Existing Residence Renovation na ADDRESS: 930 NE 95th Street,North Miami,FL CONTRACTOR: Ultimate Contractors, Inc. MATERIAL DESCRIPTION: Gray sand SAMPLED BY: RN TESTED BY: RN TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb.Hammer and an 18"drop ASTM D-1557. % MOISTURE DRY DENSITY 6.4 103.1 7.0 104.0 7.6 104.9 107 11.2 101.0 D R 105 Y D 103 E Optimum Moisture 8.8 Percent N 100%Maximum Dry Density 105.8 lbs./cu.ft. 101 S I %Passing%"Sieve 88 Percent 99 T Y Sampled By:RN �w��1` �.�, 97 Checked By:WN 4 6 8 10 12 14 j, Respectively o � Respectively submitted, As a mutual protection to clients,the public and owsely a e orfs cc as the confidential property of clients and o z.ati n I are submitted p perty ar�iE-'m for use,publication of statements,conclusions or extracts 6J&rcQ ding Q. our reports is reserved pending our written approval. ®� �°� a * ;, DYNA ECH ENGINEERING CORP. Florida 4 da Reg.No. 958 Certificate of Authorization No.:CA 5491 DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH,FLORIDA 33014 (305)828-7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: April 10,2014 CLIENT: ULTIMATE CONTRACTORS, INC. PROJECT: Existing Residence Renovation t7a ADDRESS: 930 NE 95th Street,North Miami, FL CONTRACTOR: Ultimate Contractors, Inc. Test No. 1 Location: West side of column footer Test No. 2 Location: Center of column footer Test No. 3 Location: East side of column footer Test No. Location: Test No. Location: Description of Material: Crray sand TEST NO. 1 2 3 DEPTH 12" 12" 12" FIELD DENSITY 103.8 104.1 103.7 MOISTURE CONTENT% 6.7 6.9 6.5 MAX. DENSITY IN THE FIELD % 98,1 98.3 98.0 COMPACTION REQUIREMENTS 98% 98% 98% % OF MAXIMUM DENSITY 100%MAXIMUM DENSITY(LAB) 105.8 105.8 105.8 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Respectfully submitted,. Sampled By:RN ` Checked By:WNS ji Wissam aamani,P.E. w�� A �� DYNATECH ENGINEERING CORP. 4 ------ Florida Reg.No.39584 Certificate of Authorization No.:CA 5491 rm c. '29 'b➢4fdf,. O � '' *A density test determines the degree of compactLm gf the tested layer of math-'al only In-no way shall a density test replace a soil bearing capacity determination. A soil boring test must be provided by client;pt or(tbconstnfcyigp to verify subsoil-conditions. As a mutual protection to the clients,the public and ourselves,all reports are submitted as the confidential property"©04,10 rand°nri¢iorization for' publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. r `dss cldfe"s December 31,2013 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Permit Number: RC 13-2328 Address: 930 NE 95th Street Re:Shorina plan Dear Building Inspector, After careful consideration, the preparation of a shoring plan will not be requested from the contractor as stated in the approved architectural permit drawings. This has been discussed with the contractor and with the owner of the house both of whom did not raise any objections. Sincerely, Victor J. Bruce A.I.A., LEED R AP Vice President&Architect AR-0017103 A&I associates, Inc. 370 NE 10 Pt Street Miami Shores, Florida 33138 telephone 305-310-5030 fax 1-877-408-8280 email vbruce@ai-associates.net i lam.- PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE(FBQ 104.2,6 AS PER 104.2.6—IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTEIRIOOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: / L7 TIME OF TREATMENT: IN 7 ® APPLICATOR: OUT �^ BUILDER NAME: TREATMENT ADDRESS: q3 0 Af62- d -7(, JOB #: LOT: BLOCK: UNIT: SPRAY & TAMPSPRAY ON SPRAY# IDENTIAL COMMERCIA------------- ADDITIO CHEMICAL�r-� ®, % GALLONS MONOLITHIC SAF STEMWALL SF OF L/F STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA PERIMETER TREATMENT CHEMICAL: % GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: L/F 300 S.STATE RoAD 7 PLANTATION,FLORIDA 33317 954-584-8588 1-800-749-8588 FAx: 954584-6117 V OCT Y 2�1� Residential SY ste Summary Green Project Title: Vffy 930 95 STREET Green Residence MIAMI SHORES, FL 33138- 2 / 0 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp g Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heatina load calculation 28576 Btuh Total coolina load calculation 52708 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of calc Btuh Total (Electric Strip Heat) 134.0 38300 Sensible(SHR=0.75) 105.1 45000 Latent 151.4 15000 Total 113.8 60000 WINTER CALCULATIONS Winter Heating Load for 2275 s Load component Load � g�2, > Window total 359 sqft 6099 Btuh o Wall total 2111 sqft 5667 Btuh Door total 42 sqft 336 Btuh Ceiling total 2275 sqft 768 BtuhV Floor total See detail report 7670 Btuh \\\\. Infiltration 188 cfm 4143 Btuh Duct loss 3893 Btuh \\�\\ ��\�\� rvsuutzaaoi \\� Subtotal 28576 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 28576 Btuh SUMMER CALCULATIONS Summer Coolin Load for 2275 soft) Load component Load Window total 359 sqft 14504 Btuh Wall total 2111 sqft 4250 Btuh Door total 42 sqft 504 Btuh Ceiling total 2275 sqft 390 Btuh Floor total 0 Btuh , „o Infiltration 141 cfm 2331 Btuh Internal gain 16440 Btuh Duct gain 1979 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 2400 Btuh Total sensible gain 42799 Btuh Latent gain(ducts) 1238 Btuhaus ' Latent gain(infiltration) 5571 Btuh Latent gain(ventilation) 0 Btuh G Latent gain(internal/occupants/other) 3100 Btuh Total latent gain 9909 Btuh 'b�C F,••.• �i TOTAL HEAT GAIN 52708 Btuh EnergyGauge®System Sizing 8th Edition PREPARED BY: ` �.; DATE: EnergyGauge®/USRFZB d3.1 // •�'`- !!! ,,��I I►0111��ON System Sizing Calculations ® Summer Residential Load - Room by RoomComponent Details Green Project Title: 930 95 STREET Green Residence MIAMI SHORES, FL 33138- 8/21/2013 Reference City: Miami, FL Temperature Difference: 15.OF(MJ8 99%) Humidity difference:58gr. Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.50,0.85 B-L No E 2.Oft. 2.Oft. 63.0 0.0 63.0 18 46 2900 Btuh 2 1 NFRC 0.50,0.85 B-L No W 2.Oft, 2.0% 4.0 0.0 4.0 18 46 184 Btuh 3 1 NFRC 0.50,0.85 B-L No W 2.Oft. 2.Oft. 63.0 0.0 63.0 18 46 2900 Btuh 4 1 NFRC 0.50,0.85 B-L No W 2.Oft. 2.0ft. 24.0 0.0 24.0 18 46 1105 Btuh Window Total 154 ft 7090 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Concrete Blk Hallow-Ext 0.15 4.1/0.0 282.0 2.2 631 Btuh 2 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 72.0 2.2 161 Btuh 3 Concrete BIKHollow-Ext 0.15 4.1/0.0 136.5 2.2 306 Btuh 4 Concrete Blk Hollow-Ext 0.15 4.1/0.0 296.0 2.2 663 Btuh 5 Frame-Wood-Adj 0.09 11.0/0.0 144.0 1.4 205 Btuh Wall Total 931 ft 1965 Btuh Doors Type Area(sqft) HTM Load 1 Insulated-Exterior 21.0 12.0 252 Btuh Door Total 21 t 252 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Cath/Sngl Assem/LighttShingle 0.016 30.0/30.0 810.0 0.36 290 Btuh Ceiling Total 810 ft 290 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 810(ft-perimeter) 0.0 0 Btuh Floor Total 810.0 ft 0 Btuh Zone Envelope Subtotal: 9597 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.41 7290 0.48 67.4 1111 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 4800 5720 Btuh Sensible Envelope Load: 16428 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(R6.0-Attic) (DGM of 0.049 808 Btuh Sensible Zone Load 17236 Btuh EnergyGauge®/USRFZB J3.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Green Project Title: Climate:FL_MIAMI_INTL_AP 930 95 STREET Green Residence MIAMI SHORES, FL 33138- 8/21/2013 o ` h ` Coll*464tionf r Type' Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 5 1 NFRC 0.50,0.85 B-L No N 2.Oft. 2.Oft. 94.5 0.0 94.5 18 18 1707 Btuh 6 1 NFRC 0.50,0.85 B-L No W 2.01t. 2.Oft. 15.8 0.0 15.8 18 46 725 Btuh 7 1 NFRC 0.50,0.85 B-L No E 2.Oft. 2.Oft. 94.5 0.0 94.5 18 46 4350 Btuh Window Total 205 ( ft) 6782 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 6 -Int 0.09 0.0/0.0 160.0 0.0 0 Btuh 7 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 144.0 2.2 322 Btuh 8 Concrete Blk Hollow-Ext 0.15 4.1/0.0 411.0 2.2 920 Btuh 9 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 337.5 2.2 755 Btuh 10 Concrete Blk Hollow-Ext 0.15 4.1/0.0 128.3 2.2 287 Btuh Wall Total 1181 s ft 2285 Btuh Doors Type Area(sqft) HTM Load 2 Insulated-Exterior 21.0 12.0 252 Btuh Door Total 21 ft 252 Btuh Collings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 2 Unvented Attic/Ught/Shingle 0.017 30.0/30.0 1465.0 0.07 100 Btuh Ceiling Total 1465 s ft 100 Btuh Floors Type R-Value Size HTM Load 2 Slab On Grade 0.0 1465(ft-perimeter) 0.0 0 Btuh Floor Total 1465.0 s ft 0 Btuh Zone Envelope Subtotal: 9420 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.41 13185 0.52 73.9 1219 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 9800 10720 Btuh Sensible Envelope Load: 21359 Btuh Duct load Average sealed,Supply(R6.0-Attic),Return(R6.0-Attic) (DGM of 0.053 1140 Btuh Sensible Zone Load 22499 Btuh EnergyGauge®/USRFZB 0.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Green Project Title: Climate:FL_MIAMI_INTL_AP 930 95 STREET Green Residence MIAMI SHORES, FL 33138- 8/21/2013 Thee foiictwlwindx�xurso rnr�l bet toscds. �. _ Windows July excursion for System 1 632 Btuh July excursion for System 2 0 Btuh Excursion Subtotal: 632 Btuh Duct load 31 Btuh Sensible Excursion Load 663 Btuh EnergyGauge®/USRFZB d3.1 Page 3 Manual J Summer Calculations Details Residential Load D Component eta (continued) Green Project Title: Climate:FL_MIAMI_INTL AP 930 95 STREET Green Residence MIAMI SHORES, FL 33138- 8/21/2013 77 Sensible Envelope Load 16428 Btuh Window Excursion 632 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of0.049) 839 Btuh (Includes 31 Btuh due to window excursion) Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 17899 Btuh 1 Latent infiltration/ventilation gain 2657 Btuh Serving Zones: Latent duct gain 508 Btuh 1 Latent occupant gain 800 Btuh Latent other gain 500 Btuh Total block load 22364 Btuh Sensible Envelope Load 21359 Btuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.053) 1140 Btuh Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 22499 Btuh 2 Latent infiltration/ventilation gain 2914 Btuh Serving Zones: Latent duct gain 731 Btuh 2 Latent occupant gain 800 Btuh Latent other gain 1000 Btuh Total block load 27944 Btuh EnergyGauge®/USRFZB v3.1 Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) Green Project Title: Climate:FL_MIAMI_INTL_AP 930 95 STREET Green Residence MIAMI SHORES, FL 33138- 8/21/2013 HU T11 `r . Sensible Envelope Load All Zones 38419 Btuh Sensible Duct Load 1979 Btuh Total Sensible Zone Loads 40399 -Btuh Sensible ventilation 0 Btuh Blower 2400 Btuh Whole House Total sensible gain 42799 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 5571 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1238 Btuh Latent occupant gain (8.0 people @ 200 Btuh per person) 1600 Btuh Latent other gain 1500 Btuh Latent total gain 9909 Btuh TOTAL GAIN 52708 Btuh \ \ aY R k \ a �� \ \\ @•� \ _ ` 1. Central Unit RHEEM#RAPM-024 24000 Btuh 2. Central Unit RHEEM#RAPM-036 36000 Btuh 'Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed \ For Draperies:Assume medium weave,half closed \ \ \\ For Roller shades:Assume translucent,half closed . (IS-Insect screen:none(N),Full(F)or Half(1/2)) (Omt-compass orientation) Version 8 EnergyGauge®/USRFZB v3.1 Page 5 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Green Project Title: 930 95 STREET Green Residence MIAMI SHORES, FL 33138- Building Type: User 8/21/2013 Reference City: Miami, FL (Defaults) Winter Temperature Difference:20.0 F(MJ8 99%) o £ "0p+�nenf .bd1t}r R0flt11#1,; ll� �• ate.... Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 1, NFRC 0.50 Metal 0.85 E 63.0 17.0 1071 Btuh 2 1, NFRC 0.50 Metal 0.85 W 4.0 17.0 68 Btuh 3 1, NFRC 0.50 Metal 0.85 W 63.0 17.0 1071 Btuh 4 1, NFRC 0.50 Metal 0.85 W 24.0 17.0 408 Btuh Window Total 154.0 t 2618 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 282 2.98 842 Btuh 2 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 72 2.98 215 Btuh 3 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 137 2.98 407 Btuh 4 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 296 2.98 883 Btuh 5 Frame-Wood -Adj (0.095) 11.0/0.0 144 1.90 273 Btuh Wall Total 931 s t 2621 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated- Exterior, n (0.400) 21 8.0 168 Btuh Door Total 21 s t 168Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Cathedral/L/Shing (0.016) 30.0/30.0 810 0.3 266 Btuh Ceilina Total 810 s ft 26613tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 150.0 ft(perim.) 23.6 3540 Btuh Floor Total 810 sqft 3540 Btuh Room Envelope Subtotal: 9213 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.55 7290 0.48 89.8 1976 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(136.0-Attic) (DLM of 0.142) 1589 Btuh Room#1 Sensible Room Subtotal 12777 Btuh Pa e 1 EnergyGauge®/USRFZB v3.1 9 0 Manual J Winter Calculations Residential Load - Component Details (continued) Green Project Title: 930 95 STREET Green Residence MIAMI SHORES, FL 33138- Building Type: User 8/21/2013 Colt` s for Rout 1'� 1� � r Window Panes/Type Frame U Orientation Area ft X HTM= Load 5 1, NFRC 0.50 Metal 0.85 N 94.5 17.0 1606 Btuh 6 1, NFRC 0.50 Metal 0.85 W 15.8 17.0 268 Btuh 7 1, NFRC 0.50 Metal 0.85 E 94.5 17.0 1606 Btuh Window Total 204.8 t 3481 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 6 - Int (0.095) 0.0/0.0 160 0.00 0 Btuh 7 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 144 2.98 430 Btuh 8 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 411 2.98 1227 Btuh 9 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 338 2.98 1007 Btuh 10 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 128 2.98 383 Btuh Wall Total 1181 s t 3047 Btuh Doors Type Storm Ueff. Area X HTM= Load 2 Insulated- Exterior, n (0.400) 21 8.0 168 Btuh Door Total 21 s ft 168Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 2 Unvent Attic/L/Shing (0.017) 30.0/30.0 1465 0.3 502 Btuh Ceiling Total 1465 ft 50213tuh Floors Type Ueff. R-Value Size X HTM= Load 2 Slab On Grade (1.180) 0.0 175.0 ft(perim.) 23.6 4130 Btuh Floor Total 1465 sqft 4130 Btuh Room Envelope Subtotal: 11327 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.55 13185 0.52 98.5 2167 Btuh Duct load Average sealed,Supply(R6.0-Attic),Return(R6.0-Attic) (DLM of 0.171) 2304 Btuh Room#2 Sensible Room Subtotal 15799 Btuh I'EI�GRCUPS(131.t3CK' ODi z Heating Loads For System(s):1 Block load 12777 Btuh Serving Rooms: 1 EnergyGauge®/USRFZB v3.1 Page 2 , f Manual J Winter Calculations Residential Load - Component Details (continued) Green Project Title: 930 95 STREET Green Residence MIAMI SHORES, FL 33138- Building Type: User 8/21/2013 Heating Loads For System(s):2 Block load 15799 Btuh Serving Rooms:2 Zp r \ \ Subtotal Sensible Heat Loss 28576 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 28576 Btuh NA n 1. Electric Strip Heat 16500 Btuh 2. Electric Strip Heat 21800 Btuh Key:Window types- NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear'or Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) ;E' HTM-(ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge®/USRFZB v3.1 Page 3 A MIAMt�QiAD MIAMI-DADE COUNTY PR011 CT NTR E ON DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATOR 8 5S , 208 AFFAIRS(PERA) r 'all, 1 rida 3 7 -2474 BOARD AND CODE ADMINISTRATION DIVISION �_�._ _ T( 8 ) 5 0 (786}3 5-2599 NOTICE OF ACCEPTANCE (NOA) - "` ' .mt t e r PGT Industries O'i61-11 1 U 1070 Technology Drive, Nokomis,Fl.34275 f�— SCOPE: 1 r 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 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. DESCRIPTION:Series"SGD-770"Aluminum Sliding Glass Doors w/wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C,titled"Series 770 Alum SGD-LMP',sheets 1 through 23 of 23,prepared by manufacturer,dated 08/05/07 and last revised on 10/11/11,signed and sealed by 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 Limitations: 1. See table 1,2&3,sheets 7,8&9 of this approved drawing set for applicable SGD unit sizes,design pressures,reinforcements,glass types,sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC,as applicable. 3. All laminated glazing options are with interior HS glass,see glazing options,sheet 1,5 &G. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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 shalt 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. I This NOA revises NOA#09-0925.10 and consists of this.page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanlla,P.E. ( Mt4 Ecog � w , NOA No 11-1018.14 Expiration Date:February 17,201-5 Approval Date: December 01,2011 tl� �`` Page 1 sI �7 v✓mss � '. t ✓ 9 .4` i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(transferred from file#09-0826.10). 2. Drawing No.PGT0002 Rev C,titled"Series 770 Alum SGD-LMI",sheets 1 through 23 of 23, prepared by manufacturer,dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller,P.E. B. TESTS (transferred from file#09-0826.10) Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94, 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 Along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory,Inc.,Test Report No FTL-5980,FTL-5993, FTL-6036,FTL-60019 FTL-60149 FTL-6015,FTL-60171 FTL-60239 FTL-6024,FTL- 6025,FTL-60289 FTL-6031,FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales,P.E. Note: The test reports No. FTL 5980,FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales,P.E. C. CALCULATIONS 1. Statement letter dated OCT 11,2011 of compliance to FBC 2007&FBC 2010, prepared by PGT, signed&sealed by Lynn Miller,P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed& sealed by Lynn Miller,P.E. 3. Anchor verification and comparative analysis dated 08-19-09, 12/03/09, 01/06/10 and last revised on 01/08/10,prepared by PTC, LLC,Robert J. Amoruso, P.E. (transferred from file#09-0826.10) 4. Glazing complies with ASTME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.T. DuPont De Nemours&CO., Inc. for"DuPont SentryGlas®Plus", expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to"E.I. DuPont Denemours"for "DuPont Butacite®PVB", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11,2011 of compliance to FBC 2007&FBC 2010 and "No financial interest",prepared by PGT, signed&sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08-19- 09, signed by Robert J. Amoruso,P.E. (transferred from file#09-0826.10) 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises#09-0826.10,expiring February 17,2015. 2. Test proposals No(s)09-0177,0177-A,B &C apgrovved by CC� Ishaq I.Chanda,P.E. Product Control Examiner NOA No 11-1018.14 Expiration Date:February 17,2015 Approval Date: December 01,2011 E- 1 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR DESIGN PRESSURE CHART NOA DRAWING MAP GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASSSTRENGTHS- T=TEMPERED HS-HEAT STRENGTHED SEE TABLES 1,2&3 ON SHEET INTERLAYER TYPES- SOP- .090 DUPONT SENTRY GLAS PLUS DBPVB-.090 DUPONT BUTACITE P" GENERAL NOTES.............1 LITES G3-7/18'LAMINATED:(2)LOF 3/18"HS GLASS NTH AN.090 DBPVB INTERLAYER. SHEETS 7,B&9 QUALIFIED CONFIG.......... G4-7/18'LAMINATED:(2)LITES OF 3/18"HS GLASS WITH AN.090 SGP INTERLAYER. GLAZING DETAILS............6.8 03A-9/1W LAMINATED'(2)LITES OF 1/4'M GLASS WITH AN.090 DBPVB INTERLAYER. ANCHORAGE.....................7-16 G4A-9/18'LAMINATED:(2)LITES OF 1/4'HS GLASS WITH AN.080 SGP INTERLAYER. DESIGN PRESSURES 7-9 G5-1" INATED LG.3/18"T EXT.CAP+31W AIR SPACE+7/18'LAMINATED:(2)LITES OF 3118' HS GLASS WITH AN.090 DBPVB INTERLAYER ELEVATIONS.....................16-18 GS-V LAI9INATED I.G.3118'T EXT.CAP+3/8"AIR SPACE+7718'LAMINATED:(2)LITES OF 3/18"HS GLASS WITH AN AW SOP INTERLAYER CONFIGURATIONS..........17 G5A-1'LAMINATED I.G.1/4'TEXT.CAP+W18"AIR SPACE+7/18'LAMINATED:(2)LITES OF 3/16' HS GLASS WITH AN.080 DBPVB INTERLAYER VERT.SECTIONS..............18 GSA-1'LAMINATED I.G.1/4"T EXT.CAP+5116'AIR SPACE+7/18'LAMINATED:(2)LITES OF 3/16" HS GLASS WITH AN.080 SGP INTERLAYER. NORM SECTIONS............19.20 2.DESIGN PRESSURES: PARTS LIST.......................21 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300• EXTRUSIONS.................•..2223 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3.ANCHORAGE:THE 33103%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4.SHUTTERS ARE NOT REQUIRED. 5.INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. B.REFERENCES: TEST REPORTS FTL-6950,FTL49W,FTL4 001,FTL-8014,FTL-W16,FTL-8017,FTL-8022,FTL-8023,FTL-8024,FTL-8025,FTL-8028,FTL-8031,FTL-8033 AND F1766036,DATED WM9. ELCO TEXTRON NOA:07-0425.01,03.0226.05,ANSUAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM 2005 ALUMINUM DESIGN MANUAL 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 8.DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE,AS APPLICABLE. 9.CONFIGURATIONS!SEE DP TABLES(SHEETS 7.9)AND CONFIGURATION ILLUSTRATIONS(SHEETS 2.4). A.D.L.O.WIDTH=PANEL WIDTH-7' B.D.L.O.HEIGHT=PANEL HEIGHT-8.2V NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS.13-15:. 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"OR 6/18'ULTRACON(FORMERLY TAPCON)CONCRETE rtoucT REVUllm SCREWS OR 1W ELCO S84 CRETEFLEX•SEE TABLE ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. �1Yt ne,1s 2.FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(GB). 1/4"ELCO S34 CRETE-FLEX MAYBE USED INSTEAD OF#12 SCREWS(PAN HEAD). ~ —ID 1 .I q 3.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2'THICK 1x WOOD 8=8 ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS � I1nre JC DEPICTED A8 2x ARE 1 1/r THICK OR GREATER 1X AND 2X SUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD. 4.FOR ATTACHMENT TO ALUMINUM:THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 808346 AND A MINIMUM OF 1fi'THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE 912 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 13,SHTS.7-9,FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 6.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS) (MAX.114'SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC 18 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Consists mow Anc1101115e Mlnlmum Embedment and Minimum Edge sten RequIremenla Concrete Strangth Requtrements Raw"8trengm RRquiremsum Type Dia. to' Umeu-ted emu ASTM C90 Need and Bill 114" A8TMlC80 WM VvA mft v V Concrete Un•Orouted CMU or mled CMU Qco Ultra*= omuw CMU to 1)eedmn 2108221.2 and e/te" 3t�psi 8808 alne PBC. Dia. W.Emb. tion.4 Min.Emb. Mdn. Min. !Ain.Fd pco Crete•Flex 884 1!4" 33lS pal �� 114' 1 :M8 2 1/2 1 1/4 2 112 1 V2 112 Ultracon 1018" 1 3/4 1 114 1 114 1 eme Soo Cmte44ex 884 114" 1 S4 2 IM 1 1142 112 Not Reoa d pe8 Emb Embed=Embedmmdood rows(Hand. I I&Jemba)In. ��`\`p�J� `INN MulFR'�i P41wk(Mohor Tetmlon) P•Nookmoundm Adapur(Anatroreteart Ed�Edge Dlslen� IR.Ernh IIBIm Ed .,��:••��C�NSF•'•., Cmtmete emumd GIU CormrMa Graded CMIU teen.=Mlnlmtmt a '•. @92 Wood Somw 21 R'r• Type Dia. mtn.Fmb. Mnn.'Ed tAFn.Emb. AAIn.Ed Mgn.Emb. taln.Ed Mgn.Snb. eAfn. Doo Crete-Flax 894 1318' 1' _-jt:: pp,58708 Elco Ugrason 1/4- 1 214 2112 1 9w 2 1n t 214 2 1n 1 214 t v4 FCot4CRETE SOWM STRENQTHS: UIVLESSQTHERWISE NOTED Soo Cm*Rn$84 1W 1 S4 2 112 NO Raomnmereed 1 a14 2 112 Not ROOMW 0ed ANAL-135 K61 K81 ,C•'•.�` e it 11 JJ 1tZH1H1 FBC20lOCODE CHANGE ' ' gfLuz ATEOP oR/ve GENERAL]VOTES. MAP tom rECIwoL�1 �,c�;., 01/mm a PER MY M 114DHCOMAGENTS NOKOMlB,FL 34m SERIES 770 ALS IJM SGQ-LMI �ISS101N1A! 1 8/09 A MRMWNDARECOhSWM P.O.BQXI e�' m"ao-" A LYNNh41LLERP.E are oe.mne a," NOxQ° R 4 mm NTS 1 23 PGT0002 C P.ER 84708 SMC 9B/09/07 K APPROVED CONFIGURATIONS: SEE D.P. TABLE, SEE D.P.TABLE, SEE D.P.TABLE, SHTS. 7-9 SHTS. 7-9 SHTS. 7-9 AN SEE P SEE i SDP DP DP IE TABLE TABLE / / �1 TA SHTS. / jwl, SHTS. ; SH7-9 1 7-9 � 7I xp xo, ox, xx, oxo, Oxx, xxo, xxx, SEE D.P.TABLE, oxxp, xxxp SHTS. 7-9 MIAW famoruvam so°coRNER . wMas Vlmd& h-hut •�y E DPI TABLE / / / SHTS. 7-9 � � = x OXXO, xxx0, oxxx, xxxx, xU(xp CORNER,TYP. POCKET,TYP. POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING ,. NY LYNN,��%,�� DETAIL"S"OR"T"INSTALLATION.EXAMPLE: �? '' o6E"SF'' XXXX IN POCKET CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET ' * No.587o5 CONFIGURATION CAN BE OXXXp.POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL 0 SIGNIFIES INOPERABLE PANEL. a. o`.:ar N �= .� �r W11/11 c NDCHANSETMSNEET tnmrEcysvoLomr�vE QUALIFIED CONFIGURATIONSRWWW SM o11AMMO a PER DADECOMMENTS 0TUct w 3M �'SSIDNAL�NG`• Pa SERIES T%OALUM.SGD-tMl /,,, ,,, llfM9 A PER DARE COMMENTS a e�aae aero e..e mea a LYNN P.E. am Miami; mm Fce ec+nn0 NTS 2 s 23 PG70002 c P.E9ow0& .. SEE D.P.TABLE, SHTS. 7-9 -sus-----� I SEE Dp TABLE SHTS. 7-9 OXXXo' XMXO, oXXM, XX)O(X, XX)UUCp SEE 90°CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P.TABLE, , ft SHTS. 7-9 DP I TABLE SHIT 7-9 i ,�v � vv i oX]=0' XX]U( (v O, oXX]U(X' XXXX)OX. `��•(LYNN�'jll��'�i `��1�•' NSB'•.F� '� XXXXXXp * No.58705 APPROVED CONFIGURATIONS = : fll 1. w J 90H1H1 NO CHANGE ° ��'.• STATE OF SUC 0t�►0 a v +�aneinaoFcon�e�ruTs AVQUALIFIED CONF/GURAT/ON5 :�'��'• �tORiOP•'(� � _ mSUr A PERhDAMI DAABCOMMEh7S P.O.eQ+craQe 1�x SERIES 770 ALUM.SGD-LMI SMC 08/abt� NCJWW%a SW4 oae Mr m iyxo rre A LrNN MLLl�eb P E. sw?m TS 3 a 23 PGM02 C P.Es68708 APPROVED CONFIGURATIONS: _ SEE D.P.TABLE, SHTS. 7-8 DP SEE � tl J-1 TABLE / SHTS. OXXXXXO, XXX)OOCO, OXXXxxx, X)OOO( CX, )00(xxXXp SEE 90°CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P.TABLE, :. SHTS.7-9 I SEE DP TABLE Al SHTS. 7-9 VYN -- j OXX)OOCXO, XX)OOOCXO, OXM/Cxm, Xxx�M/OOOCX, �•�`pC1�—..... X) XX)CXXXp =*. N0.58705 ..pp �•'•. STATE OF 90/11/11MMOCHANGE7HISSHEET ,omrEofwaoorn QUAUFIED CONFIGURATIONS % F•.�coRoP C�2 am owm a I PCflatmaWEooaoEtlrs NQKDaMFL3W5 SER/ES77 UM.SGD-LMl sato +vmw A PffluaasoAos ets vasgxta� a � Is .%1 0 gx NOHOMf R Ft 9e274 80ATI0 NTS 4 �+23 PGTom C A LYNNR P.E EXTERIOR ZOZ 3/18°H3 GLASS EXTERIORZO Q 3118°H3 GLASS .090 DBPVB .090 SGP 3/18°HS GLASSVG�Wl 3H8°HS GLASS 74 7/16°NOM. 7H6°NOM. 82 82 . 3!4°NOM. GLASs80 80 BITE 54 54 7/16"LAMINATED GLASS TYPES G3 7/16"LAMINATED GLASS TYPES G4 riwm=wnwsao ... madorbae. adiftcoft EXTERIOR ZO3 i4°Hs GU133 EXTERIOR 2O5 1/4"HSGLASS , k„ In .090 DB080 PVB SGP 1/4"HS GLASS 74 1/4"HS GLASS 74 9N8"NOM. 9118°NOM. o 82 82 3/4"NOM. 3/4°NOM. GLASS GLASS 81 SITE 81 BITE 54 54 9116"LAMINATED GLASS TYPES G3A 9/16"LAMINATED GLASS TYPES G4A .�` �'��YNN•M/�t °� atit', IP ?LU = rr I f/1t c NOCHMOETMsSHEEr to�orFchavata�rnx QAZ/NGDETAILS i�.c�''•..F�OR10P•' C��: WWW8,FL seeH�G SERIES 770 ALUMINUM SGD-LMI SM 11/108 A M/AMI DADS PO.eqX iB� a a em�e am u mom". a" ym �•E rroxonUs Ft saa�� soano NTS 6 -23 PGTDD02 C a u p EXTERIOR21 3118°HS GLASS '212 3118°HS GLASS r .080 DSPVB EXTERIOR 080 SGP 3/18°HS GLASS 3/18'HS GLAS6 3/8"AIR SPACE 74 3/8°AIR SPACE 74 3/18°T GLASS 3/16"T GLASS 1"NOM. 1°NOM 83 83 3/4'NOM' 314'NOM. GLASS GLASS 79 BITE 79 BITE TRUSEAL DURASEAL SPACER TRUSEAL DURASEAL SPACER 1"LAMINATED I.G.TYPES G5 55 1"LAMINATED I.G.TYPES G6 55 make!uVism. .wa�yx�.riarr4l. rrwr� 11. 1-Iol 4 EXTERIOR211 3116"HS GLASS 213 3116"HS GLASS .080 DBPVB EXTERIOR •080 SGP 3/16'HS GLASS 3/18°HS GLASS 6/18°AIR SPACE 74 5/18"AIR SPACE 74 1/4°T GLASS 114°T GLASS 1"NOM. 1"NOM. 83 83 314°NOM. 314°NOM. GLASS GLASS 79 BITE 79 BITE NN TRUSEAL DURASEAL SPACER TRUSEAL DUR..SPACER \��.I�'�....kk 1"LAMINATED I.G.TYPES G5A 55 1"LAMINATED I.G.TYPES G6A 55 Z*: 110.58705 Q In q 1� F A Z. ri 101/11 0 NOCHAMTHIS SHEET GLAZING DETAILS r'��,o` PLOTOLOT, Raw omroTEa�+ruoc WOW Am— MMM SERIES 770 ALUMINUM SGD-LMI /ONA smc I1/1&0 A PE WMIDADECOMMHfIs N a q ® a cma �a� alYrUi�e�1 R P.E. �N aan am sonno NTS B d 23 PGTWO2 C PEAwoe DESIGN PRESSUREAND ANCHORAGE-UN-REINFORCED-STANDARD STILE-STANDARD ASTRAGAL TABLE 1. DLO WIDTH NOM.PANEL WIDTH-7" DLO HEIGHT=NOM.PANEL HEIGHT-8.26" ` >HEAD&SILL(H&S)INTERLOCK,STRAIGHT&CORNERASTRAGAL CLUSTER PLUS IN(FRM®IATEANCHOR QTY.PER PANEL H&S, >JAMBANCHOR QTY.>RHOOKANCHOR QTY. 60 Anchor Types: 03-7118"LAMIED PM NATGLASS-(3118"H.S./PVB/3118°H.S.) 1)`114"ELCO ULTR40ON(FOREY TAPCON INT. G3A-9/18°LAMINATED GLASS-(114-H.S./PVS/IW H.S.) 2)•1/4"SS4 CRET&FLEX 86-7118"LAMINATED LMLL-(311("TEIUP./AIR/3/1(°H.S./PVB 13118"H.S.) 3)'5/18°ULTRAOON G6A-7/18"LAMINATED I.G.U.-(114"TEMP./AIR/3/16"H.S./PVB/318"HS.) 4)1812 STEEL SCREW(GS) •SEE ANCHORAGE NOTES 19 2 ON SHEET 1. UNIT HEIGHT 113 80 04 900 67 88 o zz E)Cr. V O O U STANDARD ASTRAGAL NOM PANEL FRAME WIDTH SIDE a 0 v N v a STANDARD STILES GLASS TYPE-3,3A b,6A 1 +60 -80.0 +80 -80.0 +60 -60.0 +80 -60.0 81 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 I C4+2 C4+1 I C4+1 I C4+2 24 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P•HOOK b b 6 b 6 b S 5 B 5 5 1 6 118 GLASS TYPE-3,3A 8,SA +80 -60.0 +80 -60.0 +60 -80.0 +80 -60.0 H&S O4+1 C4+1 C4+2 C4+1 I C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 I C4+2 �T 119 30r JAMB 10 10 10 10 1 10 1 10 10 10 10 10 10 1 10 90^OUTSIDE CORNER 3 P-HOOK 1 S 5 6 b 1 S 1 6 6 5 5 5 6 1 5 GLASS TYPE-3,3A 5,5A =., - +80 -(10.0 +80 -60.0 +80 -60.0 H&S C4+1 C4+1 C4+2 C4+1 04+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 81 118 IWr�QUCT YBYIYRA 36- JAMB 10 10 10 10 10 10 10 10 10 10 10 10 INT. ��Maalsir P-HOOK S 6 6 5 5 S 8 6 1 b 5 5 8 J GLASS TYPE-3.3A 5,6A +80 430.0 +80 -80.0 +60 -80.0 +80 -60.0 Rg1rrM�Yl H&S C4+1 C4+1 C4+2 C441 C4+9 C4+2 C4+1 04+1 C4+2 C4+1 C4+1C4+2 42 JAMB 10 1010 10 10 1 10 10 1 10 10 10 10 10 E)ICr. P-HOOK b 6 b S b b 8 8 8 8 8 8 GLASSj-3,3A,S,SA +80 -60.0 +60 -80.0 +80 40.0 129 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 1 C4+1 C4+2 481 JAMB 10 1 10 1 10 10 10 10 10 10 10 10 10 P-HOOK 6 1 6 1 S 1 8 1 8 1 8 8 B 8 7 7 1 7 O 90"INSIDE CORNER 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL, EXAMPLE ON SHEET 10 2.WHEN USING THE 21 PZ"SILL,POSITIVE WATER DP IS 46.87 PSF MAX.WHEN USING THE 4"SILL POSITIVE WATER DP IS 80.0 PSF MAX TABLE 1 A OH LENGTH (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. SILL HT.VS POS.DP 3.4-,3 1W AND 21/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION SILL RISE (+)DESIGN OVERHANG WHEREAS THE 11/2"SILL IS NOT AND MUST ONLY H9GHi LOAD BE USED WHEN WATER RESISTANCE IS NOT REQUIRED. POSITIVE OH LENGTH DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED FLUSH 1-1/2" WA OH OH HEIGHT WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE HEIGHT LYNN 1y//�� FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM}; LOW 2-1/2" +48.87 PSF EQUAL TO 1 �• O Q OR GREATER �` •��:.•��OENSE�'••. THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. MED 3-1/4° +80.0 PSF 3c 4.SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT HCH 4" +60.0 PSF ; k: No.58705 INFORMATION. SEE NOTES 1-3 SEE NOTE 3 = * . W= 6.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. �'•,GC• -,-Ip I� �'f� '.• 8TA'TEOP •:�: 10111/11 NO CHANGE THIS SHEET DPANDANCHOR4GE oew otawro W a RNAaaWSCOWA MB tom" � SERIES 770 ALUMINUM SGD-LMl am P.O.BBQQXX t8� am IN= A PBtIEAMIOADEDD�IiB NOJ(OA11$R94II74 ® o,a,mw.e � °rt: omrsxo "w, ALYNN fdL��PE ua aac NTS 7 a 23 PG7D002 C REARM SM 8 DESIGN PRESSURE AND ANCHORAGE UN-REINFORCED HEAWDUTY STILE-STANDARD TABLE2. >HEAD&SILL(HW WRLOCK&STPAI%'&OORNFRASMSAL CLUMM PLUS 841E W='rEANMMQTY.PER PAN&H 8 S, 61 >JANBANOMORQW.>P-HDOKANCWRQTY. Armhorlypm: G4.7H8°LAMMIED GLASS-(7✓1(°HS./SSP/3M8'KS.) 1)'tW ELCO ULMOON(FOMOCY TAPOON G4A•9MW LANWTEDCLASS-('l/4°K&/SGPI IW KS.) 2)'lW 884(29E1 MIX G8.7MS'LANMIM L4U-(3/1S'7EUP./AIR ISMS'KS./SOP/8M(°H&) B)Bl1&"IL•N OM GOA-7MW LANESATEDLO.U.-(1/4-TW./ARI SM6 KS.I SGPI SMS-KS.) 4)'S12STMS=X(05) 'SEEANOHORAGEWfES 1&2 0NSHS T 1. UNRHEK;HT 80 84 90 9B 1 102 108 114 �Qf 0 NOR PANEL FRE S i3 iS 3 N N Nd N t7 Nd N•- N Nd N•" N d N d N d N td N M d 67 WIDTH SIDE STANDARD♦W�RA GAL 'j HEAVY DUTY STILES GLASS TYPE-4,4A,8,6A 00.0 -804 80.0 40.0 BOA 4o.o 00.0 604 60.0 -80.0 60.0 -80D 80.0 60.0 60.0 .80.0 [*&SC4+1 C4t7 C8+2 C4+1 C4+1 CB+2 C4+1 C4+1 C6+2 C4+9 C4+1 CS+2 C4+9 C4+1 CBt2 C4+1 04+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4t1 C8+2 2410 10 10 10 10 10- 90 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 SEE SHEET 7 OR 9 FOR 90- b 8 6 8 B 8 6 6 8 8 b S a B 8 8 6 8 $ 8 8 6 0 B INSIDE&OUTSIDE CORNER DEPICTION OL0.S3TYPE-4,4A$,8A 6DA 60.0 80.0 •804 60.0 604 604 60.0 60,0 60A 60.0 -60.0 80.0 60.0 80.0 60.0 AW +14+1 C8+2 C4+1 C4+1 CS+2 C4+1 C4+1 CS+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 04+1 Cm6e C4+1 C4+1 CB+2 C4+1 04+1 C8+2 30 10 10 10 10 10 10 10 10 10 90 10 10 12 12 12 12 12 12 12 12 12 12P 8 8 6 $ 6 8 8 6 8 8 8 8 8 8 0 8 8 B 8 B 8 8 DLO WIDTH NOM.PANEL WIDTH-7" GGLASMS TYPE-4,4A,0.BA 604 60.0 60.0 40A 80.0 404 60.0 604 1 604 bob 60.0 -60.0 60.0 60.0 604 60.0 DLO HEIGHT=NOM.PANEL HEIGHT-825" 11 H8$ C4+1 C4+1 CB+2 04+1 C4+1 CS+2 CAt1 C4+1 CBt2 C4+1 C4+1 CS+2 C4+1 C4+1 CS+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 04+1 C441 CS+2 36 JNuB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 92 12 12 12 P HODIt B 1 6 8 7 7 T 7 7 7 TYPE-4,4A8, 60.0 -60A OOA 40A 60.0 40.0 60.0 60A BDA 60A 80.0 60.0 60.0 60A 00.0 40A H&S v 4+1 C8+2 04+1 C4+1 06+2 C4+1 CAW CS+2 C4+1 C4+1 CB+2 C4+1 C4+1 C6+2 04+1 04+1 CS+2 C4+1.C4+1 CS+2 04+1 C4+1 C8+2 42 JAAds 0 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 42 12 12 12 12 K6 0 6 8 5 8 8 6 8 8 8 6 6 7 7 7 7 7 7 S 8 8 B . GLASS TYPE-4,4A6.6A 604 40A BOA 404 604 40.0 60A 604 60.0 -BOA BOA 60.0 60.0 60.0 SOB 60.0 ,y H&6 04+1 C4+1 (*+2104+1104+1100+2 C4+1 C4+1106+2 C4+1 04+1 C8+2 C4+1 C4+1 CS+2 04+1 C4+1100+2104+11C4+1 C9+2 C4+1 C4+1 C8+2 IS 48 1 JAMB 10 10 10 10 1 10 1 10 10 10 10 10 1 10 10 12 12 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 12 $$ P-HOOK 0 6 8 8 8 1 B 8 1 6 6 7 1 7 7 7 1 7 1 7 1 B 1 8 I S 18 8 8 1 8 1 9 9 laq� GLASSTYPE-4,4AG.SA 604 60.0 ODA 40.0 00.0 6OA 80.0 604 4=0 G1+2 C4+2 CS+2 C4+2 C4+2 C8+2 G1+2 C4+a C6+2 04+2C4+2C8+2 84 10 10 10 10 10 10 10 10 10 10 10 e B e e e 8 8 B 7 7 7 7 PANELS OVER 48"WIDE GLASS TYPE•4.4A% 804 -1 .o BOA A .D 60.0 604 NOT AVAILABLE OVER 98"HIGH H&s 1 C4+2 C4+2 C8+2 C4+a G1+z CB+z O C4+21211+21 C8+ C4+2 C4+2 C6+2 JANE 10 10 10 10 10 10 10 10 10 10 10 p-HOOK 8 B 8 8 8 8 7 1 7 1 7 7 1 7 8 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114'SILL. O = EXAMPLE ON SHEET 10 2.WHEN USING THE 21/2•SILL,POSITIVE DP IS 48.87 PSF MAX.WHEN USING THE 4-SILL POSITIVE DP IS 80.0 MAX. OH LENGTH -� (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. TABLE 2A 3.2112',3114"AND 4-SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE SILL HT.VS POS.DP f OVERHANG 1 112°SILL IS NOT AND MUST ONLY SLL FSE (+)SIGN BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN OW LENGTH PRESSURES SHOWN m TABLE 2 MAY BE USED LOAD OH OH HEIGHT 1 I I I I I L I BUILDINGTHE DOOR IS CODE EE ADJACENTPROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA LOW-2-7 +4&87 PSF LUSH-I-11Z WA HEIGHT a� EQUAL TO 1 `.`,t0�..GENSF �% THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. -3114 +60.0 PSF }SI OR GREATER J X511 4.SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT HIGH-4P +BDA PSF j f r p0.58705 INFORMATION. SEENOTF$1-3 SEE NOTE 3 = og 6.DOOR SIZE TO COMPLY WITH FSC EGRESS REQUIREMENTS. W JJ 'jWfVflMj NOCHANQETMSSNEET '��'•, BTA F Z 1D7DTEDM�fOLooYDRA/6 DPANDAAICHORAGE ,,,t� •..FcoRAaP•'��: orwaMD s Ft2tML4M/LU10EL�1814ENT& NO1Q os 94a7aFnT SERIES 770 Al UMI(dUM SQD-LMI '�`S,`0NP'\`�� aw lvlaw A PERAMWOADECOAMEWS P.O.6QX 1678 g-yp este mnroN. rue m Nox°Mta,At 34274 8fTD7f0 ALTs 8 m 23 PGT0002 C A LYNN" P.E. SPX Ofi>O m DESIGN PRESSUREAND ANCHORAGE-LIN-REINFORCED-HEAVY DUTYSTILE-HEAVY DUTYASTRAGAL TABLE3. >HEAD&SILL(H&S)MIFRLOCK,STRAIGHT&CORNER ASTRAGAL CLUSlr:R PLUS MTERM®IATEANCHOR QTY.PER PANEL.H&S. INT. 61 >JANSANCHOROTY.>RHDOKANCHORQTY. Anohor Types: G4-71187 LAMINATED GLASS-(3/18"H.S./SGP/3(18°H.S.) 1)•1/4'E LOO ULTRACON(FORMIF CY TAPCON) GOA-9118°LAMINATED GLASS-(1/4"H.S./SGP/1/4'H.S.) 2)'V4'SS4 CREMFLD( GB-7116'LAMMMTED W.U.-(3/1 W TEMP,/AIR 13116'H.S./SGP/3116"H.S.) 3)`6/18'ULTRACON G@A-7/18'LAMINATED LMU.-(114"TEMR.1 AR/3118'H.S./SGP/3/18'H.S.) 4)*#12 STEEL SCRHN(GB) EXT. 'SEE ANCHORAGE NOTES 1&2 ON SHEET 1. UNTTHEIG T 68 80 84 90 go Zv 0 0 v HEAVY DUTY ASTRAGAL NOML PANEL FRAME U O U U zO HEAVY DUTY STILES WIDTH SIDE U c1 U V v LIT. � sY N � V' N P7 �- N - N - N �- N GLASS TYPE-4.4A 6,6A 80.0 -90.0 80.0 -90.0 80.0 -90.0 90.0 -90.0 H&S C8+2 C8+2 C8+2 C6+2 C6+2 C8+2 CS+2 C8+2 C6+2 C8+2 C6+2 C6+2 118 24 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 DLO WIDTH=NOM.PANEL WIDTH-74 P-HOOK 1 5 S 6 6 5 S 5 5 6 6 6 6 E,�, 118 DLO HEIGHT=NOM.PANEL HEIGHT-826" GLASS TYPE-4,4A,8,8A 90.0 -90.0 90.0 .90.0 90.0 -90.0 80.0 -90.0 @ H&S C6+2 08+2 C8+2 C8+2 C6+2 C6+', 08+2 C8+2 C8+2 C8+2 C8+2 C6+2 90°OUTSIDE CORNER 30 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P HOOK B 8 B 8 8 8 8 8 7 7 7 7 61 118 GLASS TYPE-4,4A 8,8A 90.0 .-90.0 80.0 -90.0 90.0 -90.0 00.0 -90.0 H&S C8+2 06+2 06+2 C8+2 C8+2 CB+2 C6+2 C8+2 C6+2 CS+2 CS+2 C6+2 PMOHUCi 6E1(18R0 36 JAM® 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 6 7 7 7 7 7 1 7 8 6 8 8 Mr11 o(5 GLASS TYPE-4,4A S,SA 90.0 -90.0 90.0 -90.0 90.0 -80.0 90.0 -90.0 qR, H&S C6+2 C8+2 C6+2 C6+2 I C6+2 08+2 C6+2 I C8+2 08+2 C6+2 CS+2 C6+2 ` 42 JAM@ 10 10 10 10 10 10 10 10 10 10 10 10 120 P-HOOK 7 7 7 7 7 8 8 8 ( 8 9 9 GLASS TYPE-4,4A,6,6A 90.0 -80.0 80.0 -90.0 90.0 -90.0 80.0 -90.0 11 1 H&S C8+2 I C6+2 06+2 C6+2 I C8+2 1 C8+2 C6+2 C8+2 C8+2 C8+2 C6+2 C6+2 48 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 90'INSIDE CORNER P-HOOK 8 8 8 8 8 8 0 9 1 9 1 10 1 10 1 10 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 9 SILL. 2,WHEN USING THE 2112"SILL,POSITIVE DP IS 46.67 PSF MAX.AND WITH THE 31/4' SILL,POSRIVE PRESSURES IS 60.0 PSF MAX. TABLE 3A OH LENGTH (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. SILL HT.VS POS,DP 3.21P2',31/4°,AND 41 SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION SILL RISE (+)DESIGN OVERHANG WHEREAS THE 1 1/2`SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN HEIGHT LOAD OH LENGTH PRESSURES SHOWN IN TABLE 3 MAY BE USED OH 'moi HEIGHT WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLUSH-1-1P1" NIA HEIGHT FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM}; LOW-2-1/E" +46.67 PSF THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. MIS_3114° +80.0 PSF OR GREATER 4.SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT a ;*; No,58705 INFORMATION. HIGH-4' +90.0 PSFL _ - b.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. GEE NOTES 1-3 SEE NOTE 3 - -1 it -; �= wnva oaf Oa STA T" :'�w- -o'. : JJ. 10/11119 C NOCHAN[GET"SHEET i 10yoTEcxxotoaYQmvE DPANDANCHORAf3E ,�.o'••..FLORIo?:•"0 '� S/ONA�- mono a aElreTlaacaasv►e nroxansrs�.s�7e � '. S � •� F SERIES 770_ALUMINUMSQO-LMl _ r� awo 11/1899 A PERMWDAVOCOMMEW aaegxl�a 81.r 08/06/08 neuc reoxonld4,a 9es�a svuna NTS 9 -23 mor PGT0002 C a LYNN 68M P.E ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4°ELCO ULTRACON(FORMERLY TAPCON) 2)1/4"ELCO 334 CRETE-FLEX 3)5118"ULTRACON 4)#12 STEEL SCREW(G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3.SHTS.7-9:_ HEAD&SILL...............8"MAX.FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES,SHTS.7.9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL(THE 8•FROM CORNER ANCHORS CAN BE INCLUOED).ADDITIONAL ANCHORS 24"MAX.O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL,INTERLOCK&90°CORNER ON SHT.11-12. JAMBS&P-HOOKS...8"MAX.FROM BOTTOM AND 21"MAX.O.C.UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHTS.7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. TH"ANCHORS PER PANEL"ARE 8"MAX. 3,8 INTERLOCK SEE CLOS DET.,SHT.11 ASTRAL INTERIOR — 8°MAx OSE AT THE HEAD AND SILL — CENTERLINE CENTERLINE 8°MAX BETWEEN CLUSTERS OR THOSE ti TYP BETWEEN A CLUSTER AND A 4.051" o o FRAME JAMB OR P-HOOK 2.04' ' ' I 4.051" 0 0 0 3.5" 3,5• 24"MAX.O.C. 3.5. EXAMPLE OXX ANCHORAGE PLAN: 04+2 HEAD&SILL ANCHORAGE(3'PANEL,2-TRACK EXAMPLE SHOWNI=(14)ANCHORS TOTAL TME (3)PANEL, 48"x 96"DOOR FROM TABLE 1,SHT.7,ANCHOR TYPES 2&4 IN WOOD SUBSTRATE EXTERIOR --------------------------------------------- C4+2&CORNERS=(20)ANCHORS TOTAL AT HEAD AND AT SILL SEE DETAIL L B JAMB CLUSTER BELOW SEE CLUSTER 2 C4 2 C4 2 C4 2 DETAILS,SHT.11 I x I I x x x x x x x x x 9•MAX. •x x x x x x x x x x W MAX rwmuc R%viRCB • 10"MAX. x x .8 . wmdxmw SEE NOTE T—• 3"MAX x (10) meq.1 -1 D{S 15l ` 3.5"TYP. BELOW�y • x a FRAME 21• ANCHORS k odw�� o ANCHORS MAX.O.C. (SEE ti, a` (7)P-HOOK 14• • AX. Mrd ANCHORS 0 • •=P-HOOK 13 FOR 24' _ INTERLOCK • • ANCHORS x CLUSTER MAX. CENTERLINE O.C. • e 3•MAX. SPACING O.C. • 10°MAX. x x 8•MAX •x x x x x x x x x 8"MAX x x M x x x x x � --� 2a•MAX.o.c. 3.5•��] 8•MAX,TYP. L_ 90"CORNER EXAMPLE OX-900 OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: (4)PANEL, 60"x 96°DOOR FROM TABLE 2,SHT.8,ANCHOR TYPE 1&2 IN CONCRETE SUBSTRATE SEE CLUSTER DETAILS, �•.-- i INTERLOCK CENTERLINE SHT.11 I 8"MAX LYNN Ml(�"/i�� 4.051° MIN. 4�,:'��GENSg'• p* - i O.C. _ 3.5" 2,04° ` k r No.58705 T JAMB cLllSTER FOR CET I S EXTERIOR SEE CLUSTER DETAILS,SHT.12 NOTE: SEE DETAILS S&T ON SHEET 14&DETAILS M NN ON SH 15 FO P- OOK ANCHORS i Ol•�j�li (ii u.4m 'A STATE OF Jr 1011v11 c NO CHANGE THIS SHEET �o7oTEc voea+rnrervE ANCHORAGE SPACING&EaCAMPLEPLANS ,,0.o'•.,aeoRwP SERIES 770 ALUMINUM SGD-LMI ''SIONAX- "' am 11/I]]#APERM]Ai0CA0ECOMffM P.O.BQXidt •ex s.x. oeaow I MOlCtJMlB,FL 34174 A.LYNN IfcILLet%P.B. scw77o NTS 10 a 23 PQT0002 C P.E.kWM ----------- r---------------- A§'1`RAZiAL OR - - ----- Ab�TRAOAL OR^ - 1 INT.- A§fRACiAL tSFF 1 I INT. 1 INT.- - --- 1 INTERLOCK 1 1 r—INTERLOCK I 1 INTERLOCK t j CENTERLINE j I t CENTERLINE CENTERLINE 3.6 1i iI R3.6 I 41.76 3.6 .061 1 I t 1 F 0 2.0401 j 2'0j 2.040 1 I I I I40m 7 i 7 I t 2-TRACK.ASTRAGAL/INTERLOCK 2-TRACK.ASTRAGAL I INTERLOCK 2-TRACK.ASTRAGAL J INTERLOCK ANCHOR CLUSTER-C4 ANCHOR CLUSTER-Cb ANCHOR CLUSTER-CO Ampjmx- ----------- --- ------- -------------1 NOTE -R -------� �'tRAOAL�T�------- - � rA�'I'RAaACaTt----- INTERLOCK �' i i INTERLOCK INT. I I INT. 1 ALL DIM INTERLOCK —" j INTERLOCK i ARE BASED ON MINIMUM CENTERLINE I i i CENTERLINE 3.b I 1 CENTERLINE t I ALLOWED.ALL DIMENSIONS H 3.6 1 1 t t 7 3•b i SHOWN ARE IN INCHES. I 1 1 '{ 2.040 i ; 4.048 4.0721 i 4.0721 1 6389 i 2.04 i rKoacliT ReYwreB f 1 ,dd,s..111sM► L------------- ------------ -J �14 3-TRACK.ASTRAGAL J INTERLOCK 'd-TW11 3-TRACK ASTRAGAL/INTERLOCK « tMr� r ANCHOR CLUSTER-04 ANCHOR CLUSTER-C6 AN CLUSTER-C8 �A (A� a --------------i --------- INT I �A5'IR�i�`RCaIr--------- --- I INTERLOCK ' I I INTERLOCK I 1 INTERLOCK -- j CENTERLINE i I CENTERLINE i CENTERLINE� 1.76 i t i 1 3.5 3.6 i { 3.6 I 1 4.046 20401 i 7-0401 i i 4.048 2040 ' 6.368 e C i I t1111Ntlrr 10 ---- --- -.. -_---� 4-TRACK ASTRAGAL J INTERLOCK 4TRACK ASTRAGAL/INTERLOCK 4-1RACK ASTRAGAL/INTERLOCK �c ANCHOR CI -C4 ANCHOR CLUSTER-C5 ANCHOR CLUSTER-CS 58705 0'• Okiololl ' Jr a�vt� NOCHANQHTWSSHEEf ANCHORAGE•EMMPLECLU37'ERS '�Q,o •.aFLORN .-' 1WDTECHNOLfxiYDlirVEev Nd1°MA9" M SERIES 7770 ALUMINUM SGD-LMI ''�,`'10N A� sMo ltrrame A PERAO NMECOAMEM vaegxlaae A.LYMJ P.B NO/C0648,PL 34274 a� mm NTS 11 m 23 PG70D02 C P�sams SMC Comm 1 _-` I-----------------3.b------- r---------------.._ I INT. � NOTE. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.ALL DIMENSIONS S2.04 INT. \ { I SHOWN ARE IN INCHES. 3.889 I \ I i EXT. 3.889 I , EXT. ; I 2.04 -------------- _ r14 2-TRACK,Mr OUTSIDE CORNER SHOWN, 2-TRACK.90°INSIDE CORNER SHOWN, 2-TRACK.90°INSIDE CORNER SIMILAR(OPPOSITE) 2-TRACK.90°OUTSIDE CORNER SIMILAR(OPPOSITE) ANCHOR CLUSTER-C4 ANCHOR CLUSTER-G8 USED FOR CB AND CS fpOAUQi'NiViflip � �_wI�M!M�rAIMgIM� !4wlr'wt1N.- ti-:a ri� � ---- -- OMS S-------•---__,_ i -INT. 3.b ----� I >M 2.04 j INIT. 1 3.889 t I I I 1, I P&BW � ------------ 3.5 3-TRACK.90°OUTSIDE CORNER SHOWN. 4- 90°INSIDE CORNER SHOWN. 3-TRACK.90°INSIDE CORNER SIMILAR(OPPOSITE) 4-TRAOK.80°OUTS�E CORNER SIMILAR(OPP0317 E) �\` aV L M.44.sp , C-B ANCHOR CLUSTER REQUIRED C-8 ANCHOR CLUSTER REQUIRED ��•''�pEN3F'••.,P AT ALL 3-TRACK CORNER8AT ALL 4-TRACK CORNERS - �' A Zo It rl .L or R(/� �r 1o/ivt1 C NOCHANGE TM SHEET ANCHORAGE EXAMPLE CLUSTERSFTAm`oP.,.'2. tom7Eax+NocoorcarvB aw.n411UCorAa UOADEQONormMte R S42T8 u �,,F�SrS'/p •LrSERIES 770 ALUMINUM SGD-LMI r,r •\'�\ xLYNN tdPF- 12 E 12 d23NmenPQTOO2 wC PP988QPBNMWN6 NT3mEm �C \ � — 21/16"O.C. 2x WOOD BUCK TYP.,SEE ANCHOR NOTE 3,SHT.I SEE CHART,SHT.I NCRETE SEE CHART,SHT.I 1"MIN. 21/16"O.C. 21/16"O.C.TYP E.D.TYP. 1"MIN. 21/16°O.C. TYP. E.D.TYP. TYP. EXT. SEE CHART I 3/8"MIN. 13/8"MIN. SHT.I M5 'l 114° 1/4" MAX MAX 1/4" 1/4' SHIM SHIM MAX. MAX WOOD ANCHOR TYP,SEE ANCHOR NOTE 2,SHT.1 SHIM SHIMEXr. DETAIL A -TRACK FRAME HEAD DETAIL 3.3-TRACK FRAME HEAD ONCRETE ANCHOR SEE ANCHOR N I BHT SEE CHART SHT-1 —2 MOD INSTALLATION WOOD INSTALLATION DETAIL D.3-TRACK FRAME HEAD WOOD ANCHOR TYP,SEE ANCHOR NOTE 2,SHT.1 2xWOODI-Knffl CONCRETE INSTALLATION SEEANCHOR, SEE ANCHI.NOTE 3, \\/Ix WOOD BUCK TYP.. NOTE 6 SHT.I SHT,1 21116"O.C.,TYP. SEE ANCHOR NOTE 3,SHT.I (IW MAX) SEE ANCHOR SEE ANCHOR NOTE 8 SHT. NOTE 5 SHT.I (1/4'MAX) (1/4'MAX) NCRFTE EXT. 13/8"MIN. Go 21118" I"MIN T INS"MIN. E CHART O.C.,TYP. • E.D., • SHT.I TYP. 2x WOOD BUCK1;mll DETAIL E.2-TRACK FRAME SILL ime. TYP., D., SEE CHART,SHT.1 WOOD INSTALLATION SEE ANCHOR O.C.,TYP. TYP. QETAIL-Q�24RACWFFUM St NOTE 3,SHT.I DETAIL F.3-TRACK FRAME SILL CONCRETE INSTALLATION CONCRETE ANCHOR TYP., WOOD INSTALLATION -u-ON SEE ANCHOR NOTE 1,SHT.I I"MIN '""l NOTE "'" SH ' ' . SEE ANCHOR m" 21/16°O.C.,TYP. E.D., r— 1 NOTE 6 SHT.I TYP. (lwMAX) NCRETE wow L - . .. - -'.-.:,. SEE I 31W MIN. CHART EXT. r SHT,I EXT. WOOD ANCHORTYP ANCHOR NOTE Z SHT.1 21/16° DETAIL I FR HEAD O.C.,TYP. SEE CHART,BHT.I WOOD INSTALLATION DETAIL H.3 TRACK FRAME SILL 2xWOOD BUCK TYP., CONCRETE CONCRETE INSTALLATION SEE NOTE 3,SHT.I WOOD ANCHOR TYP., SEE ANCHOR NOTE Z SEE CHART,SHT.I SEE ANCHOR SHT.1 NOTE 6,SHT,I rj.,t:j SEE CHART (1/4"MAX) SHT.I EXT'. 1318"MtN. N.N 21118°O.C.,TYP. EXT, 21/16°O.C.,Tw, E.D- CONCRETE ANCHOR TYP.,SEE ANCHOR NOTE 1,SHT.1 DETAIL J.4-TRACK FRAME HEAD DETAIL K 4-TRACK FRAME SILL TYP- 1c No.53705 WOOD INSTALLATION CONCRETE INSTALLATIONit OF 'iwimi a' NOCHAAMMSMEET ANCHORAGE DETAILS 0 .......... mmmwawEcommzm wm "",qSION4! SERIES 770 ALUMINUM SGD-LMI /,w �% aw Ivim A PERASWOADEOMIaM — — NIGGER PE. NOXO14S8,FL 34274 NTS 1 13 -23 U�vr VAS. OWbdl Vd. I PGTWO2 sm G&wm CONCRETE ANCHOR TYP.,SEE NOTE 1,SHT.1SEE CHART7 CONCRETE SHT.9 21!16°O.C.,TYP. SEE ANCHOR IW MAX SHIM 114"MAX SHIM 2.04' NOTE 5, SEE CHART EXT. ... I SHT.I SEE CHART (1/4'MAX) SHT.I SEE CHART 6W� i: SHT.I SHT.I CONCRETE ANCHOR 21116' 4.051 21118° TYP.,SEE OMIN. .C.,TYP. C.,TYP. ANCHOR EXT. 0 • NOTE 1, O.C. SEE CHART,BHT I — DETAIL L,4-TRACK FRAME SILL SHT.I TYPICAL i"cLu$TER FOR oETAu M,N,QP,Q&R CONCRETE INSTALLATION CONCRETE ANCHOR TYP SEE �DETAIL P 2-TRACK FRAME JAMB- 1318"MIN. I'MIN. "�-- ASONRY- 114"MAX.8 13 "MIN. AN61�61R CONCRETEINSTALLATIOk' HIM EXT. I1!4"MAX SHIM NOTE 1, 7 EXT. SHT.1 WOOD WOODSHT.I ANCHOR ANCHOR MIN. 1/4MAX.SHIMTYP.,SEE TYP,SEE EXT. SEE CHART ANCHOR CONCRETE ANCHOR ..... SEE CHART NOTE Z 2 1110" DETAIL 0,4-TRACK FRAME JAMS NOTE2, ANCHOR Sw•1 SHT.I BHT 1 O.C.,TYP. CONCRETE INSTALLATION TYP.,SEE •.ciltm i 1W MAX SHIM NOTE 1,2X WOOD 131°MIN. ANCHOR BUCK SEE EXT. SHT. 21/16" ANCHOR O.C.,TYP. L--a NOTE 3, DETAIL N.2-TRACK FRAME JAMS 1" MIN. FAVOW 2 I/l(P SHT,I WOOD INSTALLATION wiaell O.C.,TYP. e WOOD an ANCHOR 2X WOOD 13LICK TYP.,SEE SEE ANCHOR �ASONRY ANCHOR 21/18° NOTE 3,SHT.1 DETAIL R RACK FRAME JAMB DETAIL M44FRAME JAMS NOTE 2, O.C.,TYP, CONCRETE INSTALLATION WOOD INSTALLATION WOOD FRAMING SHT.1 SEE CHART,SHT.I P-HOOK MOUNTING ADAPTOR 1 31°MIN. P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MIDSPAN j ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK BETWEEN P-HOOK INSTALLATION ANCHORS DETAIL Q.3-TRACK FRAME JAMB INSTALLATION ANCHORS WOOD INSTALLATION -------CONCRETE MASONRY (GROUTED GROUTED BLOCK ONLY) CHART,l"MIN. I 31,V SEE MIN. SEE CHART, SHT.1 E.D.fE. WOOD ANCHOR SEE ANCHOR NOTE 2,SHT.1. SEE ANCHOR NOTE Z SHT.i. ANCHOR QTYFROM TABLES LYNN .. EXT. CITY.FROM ROM TABLES ...... ... . L--JD== or-eNsi� 2.69V MIN. 1-3,SHITS.7-9 PERTAIN TO 1-3,SHTS.7-9 PERTAIN TO EXT. THIS ANCHOR LOCATION, THIS ANCHOR LOCATION, 2.693"MIN. No,68I05 DETAIL S.P-HOOK DETAIL T.P-HOOK WOOD INSTALLATION CONCRETE INSTALLATION a VATE OF 'Aj' 'laql/l I 'c Ato cHANw 7m&fr.-r ANCHORAGE DETAILS 0 Row— a PERWMDAMCMAMM ;=,FL mWo jumbw U�c; SERIES 770 ALUMINUM SGD-LMI S'/0NAV \\\% am AD,RQX im ft*.Ud* MOKOAM nUM 14"\ ivum A MMMDAMCCIAMM IL M 1V($ 14 ROW a—ft amim mw SGDM RESUM emc mivm 1 17u, m I,�Pm�m �c WOOD FRAMINGSEE CHART,SHT.1 /-CONCRETE/MASONRY 131W MIN. P-HOOK MOUNTING ADAPTOR (GROUTED BLOCK ONLY) P-HOOK MOUNTING ANCHORS LOCATED MID-SPAN ADAPTORANCHORS BETWEEN P-HOOK LOCATED MID-SPAN INSTALLATION ANCHORS • •,. �• •' ••a, ":�•r:N' BETWEEN P-HOOK "! ;'t:•f,,��•'';"-:�';. �':.� INSTALLATION ANCHORS ',''y +"•"�* `"'~*`"'' .•"��'• SEE CHART, 13/4 MIN. 1 1/4 MI -,j'. i^i r`'`t. SHT.1 1"MIN. E.D. !1 : .e. c 7 t'; ?: ;.4. WOOD ANCHOR SEE ANCHOR NOTE 2,SHT.1. SEE ANCHOR NOTE 2,SHT.I. ANCHOR QTY.FROM TABLES ANCHOR QTY,FROM TABLES 1.3,SHTS.7-9 PERTAIN TO 13,SM.7-9 PERTAIN TO THIS ANCHOR LOCATION, THIS ANCHOR LOCATION, 2.693°MIN. 2.693'MIN. DETAIL MM,P-HOOK FOR 80X RISER DETAIL NN.P-HOOK FOR BOX RISER WOOD INSTALLATION CONCRETE INSTALLATION ra"Ver avow rM 4C06 1 ie N"fA DETAILV.SHT.1 #10 X 1.69` 8, aYYftYap* ANCHORAGE DETAILS W PH SMS fiR--------' -------9 : . $'C',SHT.13 PANEL CORNER es__e=_, 1b �^ B !1 PANEL a o PANEL ; PANEL ^ PANEL B DETAIL fif TYPE TYPE v TYPE TYPE Iia ,A, u¢ 'QS' u i 'AS' K A 0 0 'DETAIL'EE',SHT.19, #8 X(OPTIONAL)(/ ANCHORAGE DETAILS'M PH SMS(OPTIONAL) iiu o c ' n f $'P',SHT.14 u f SEE i t¢ o a ml NOTE o e 3,SHT. iia i u i 96 DETAIL MS',SHT.19 fia fu ei „a o a a a f EXT. UL 6bbbnmmmamb6mmmmmmm , � DETAIL'KK',SHT.20 DLO WIDTH=NOM.PANEL WIDTH-T �DETAIL'U',SHT.18, DLO HEIGHT=NOM.PANEL HEIGHT-8.25" ANCHORAGE DETAILS E' �f i i i fill,. 8,'G',SK.13 XX-90°CORNER-XX(2 TRACK INSIDE 90°CORNER) INT. r FRAME CORNER '\ '&y..""..<<F�+�'% 'SEE APPLICABLE ASTRAGAL&INTERLOCK PER OP TABLES DETAIL HORIZONTAL SECTION B-BNO.5B7a5 i( ;•btu; dr 10H1/11 C NOCHANf3ETIMSMEET ANCHORAGE DETAILS/EXAMPLEELEVATIO �.o' •.FLOR��P`��; fomTEcrraaot+rfurn� • ... psuc w a a Pe WMDAuwafMUM ACCO a,FL 34M SERIES 770 ALUMINUM SGD-LMI P.aagxf� a.re°ar ee.e onra,aa an ��,, m fvfw9 A PEp AA7Af®aA°EQOAANBfTB NO1COMi9,FL 34?74 A.LYf�1 MILLEFi,`P.E. � savrro NTS 1S m 23 PGT=2 C PE.#"M NOTES: 1.SEE SHT.17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL DETAIL CC',SHT.19� DETAIL'BB',SHT.19 HEIGHT AND WIDTH. PLEASE SEE SHTS.18-20 FOR SECTION DETAILS AND SHTS.7-16 FOR ANCHORAGE DETAILS. i 2.DLO WIDTH-NOM.PANEL WIDTH-r DLO HEIGHT-NOM.PANEL HEIGHT-8.25" ,-4`DETAIL'FF,SHT.19. ,Vi ♦� DETAIL'V',SHT. 3•(1)LOCK(ITEMS 70&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ANCHORAGE DETAIL'N'& DETAIL'EE',SHT.19, ANCHORAGE ASHG 'P',SHT.14 ANCHORAGE DETAIL8'N' DETORAGPULD ' 4.PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER OP TABLES. &'P,SHT.14 &'C',t 3rr.13 aI ^ DETAIL V,SHT.18. I ,/—ANCHORAGEDETAILS lip &'C',SW.13 PANEL PANEL PANEL PANEL Ari i a "^-a Q—_-� --—- `- n TYPE TYPE TYPE TYPE Ili PANEL a a PANEL a PANEL PANEL ANCHORAGE DETAILS 7V' I I 'C3' O R 'L' D' A' TYPE a s a a TYPE a TYPE TYPE 'A' &'P',SHT.14 I I e a Ila O a I 'G13' 'IC AX HT. iia a a I I / / MHT.. DETAIL BB',SHT.19 Ila ' a a nE % NOTE SEE TABLES III ao a l USEETABLES3 I I^ ° DETAIL'JJ',SHT.20 o x x x { a ea G' a � I _/INT. 11 p---------I 64S>vnasesca6�nnnnsnnd ♦ EXT. DETAIL'U,SHT,SEE FRAME& ANCHORAGE DETAIL91E f w XX-90°CORNER-XX(2 TRACK DETAIL U,SHT.18, HORIZONTAL SECTION A A ANCHORAGE DETAILS IP PANEL CORNER &'G',SHT.13 90°OUTSIDE CORNER)-EXAMPLE &'G',SHT.13 CONSTRUCTION OXXX(2 TRACK) DETAILS SHT,16 EXAMPLE . rr08acrn$vwrB DETAIL'CC',SHT.19 DETAIL'BB',SHT.19 DETAIL'BB',SHT.19 oaw}iPytywliuei�ida (^moi `� ♦ i I N� �� I'101 •/� VDETAIL `DAILH ,SHT.OD,SHT.19, ADETAIL T,SHT.18, ANCHORAGE DETAILS'a ANCHORAGE DETAILS•S'&T, ANCHORAGE DETAILS N' ANCHORAGE DETAILS T &'R',SHT,14 SHT.14,%4M'&WN,SHT.15 &'O',SHT.14 &'J',SHT.13 DETAIL 7C,SHT.18,ANCHORAGE DETAILS'B'&'D',SHT,13 PANEL PANEL PANEL PANEL i TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL I 'M' 'F IF 7C TYPE TYPE TYPE TYPE I MAX. 'L' 'M' 'F' / / HT. HA• POCKET DEE SEE / / / / UNDER SEE TABLES DP APPROVAL SEPARATE NOTE TABLES SEE 3 � � NOTE I 3 < ' X X X X1�3 IUIIII - ----iL O X X X i I �, ``�♦�oNl LYNN M/�� DETAIL'Y',SHT.18, �.• vGENsF •. P* Al LAI ---- I =0((4 TRACK BY PASS) ANCHORAGE DETAILS W , No.58705 OXXXp(3 TRACK RIGHT POCKET) DETAIL'W',SHT.18, J EXAMPLE SHT.13&'L',SHT.14 _*;' EXAMPLE ANCHORAGE DETAILS'P _ j �- &4f,SHT.13 ! p' to Q 11 Imm� amr ��•'• STATE JJ 1wv11 c NO CHANGE THIS SHEET tworECHxaoorowv3 EXAMPLE ELEVATIONS =�0' ..PLOR,O� :C.7 Bre OMM B FMAM11BBABB via Nawmis,a 3M ,"K '•cCS+ Pn agx+s� SERIES 770 ALUMINUM SGD-LMI S/ONAL sm MIM A PIMMMICIABSD�MT3 moboYcOet ea►` ue wrpro /bic SM oava109 FJA m� �ar-maNOXOMI9.Rso q 8tlA770 `, NTS 18 -23 PGT0002 c a P.�!!M P.E. PANEL LETTER PANEL LETTER SINGLE NOTE: ` P INTERLOCK LOCKSTILE AREGM&M A97R4 c 1.SEE DP TABLES FOR PANEL WIDTH$ FDW R t�LE �� APPLICABLE ASTRAGAL$ INTERLOCK INTERLOCK INTERLOCKS. TA�� FDS S(NGLE (at>atOM OUT LOCKSTILE INTERLOCK T ALGAL ❑— LOCKSME sC SINGLE EK CORNER l�TW REAR S �D ASTRAGAL o LOOKS77LE OUT QS CORNERLr smiGLE 'Q INTERIOR S DOCK (ALL PANEL TYPES) LOCOME ASTRAGAL SINGLE CORNER EXTERIOR OWN !N SQ INTERLOCK LOCIOME . SINGLE AS REc wnuawx �� INTERLOCK Our LAIR AS SINOW MME ur INTERLOCK SA INTERLOCK RECOVER Y MTR4G4L ME tv KLM 8MLE ClCORNER SINGLE (�W am INTERLOCK LOCKME p�tOCK GqL CSXGLESINGLE CORAER INTERLOCK AS IN WERLOCKtOCx3TTLE ow"uC Mum (swW � q�rlM Oe llwld� BSOCK UY M� C� ,�CEwER � 'r'rri 161 •�q LOOxSTTLE �=1000 FINTERLOOK INTERLOCK FC LOCKSTRE CORNER RECeATR SWGLESINGLEpp swam INTERLOCK pp INTERLOCK LOCYSME FLXED SINGLE K INK LOTXf3TILE RR LOCKSTdE INTERtOC/C UASTRAGAL FrLOTSTTLE (�„(wo Our UASTRAGAL (=#4 nv Locr�snlE As"a INTERtocx LOpI37Tl.E D LYNN Ilq ' tOCxET/1E SINGLE `� O E'•.,FiP INTERLOCK �T.• \PENS * i JNo.5B7a5 LOcxsTT1E AaTT��, �I T( our tmv rI 10T11H1 c NocwwGETTi/sstT aoTOTECIaoLoarDRlvE PANEL TYPES ,gyp'. sTn OP.'2: NDKOWS,FL SMS mr •'•..FLOR\O,. rw tvasw A PERear DADECO Po.egxarea SERIES 770 ALUMINUM SOD-LMI �''�r`SSrOl�N��At-�``� m® ms nrorconCMf r1%11 ewreoe �. ea.e mcWw ro� aLYNN M[Lmk1PE suc cawm... m SoDT7a NTS 17 d 23 PGTIW2 C RE. SOM SILL RISERS OPTIONS - za 23 a EXTERIOR INTERIOR[a 21 (ALL VERT.SECTIONS) 18 4.086° 2 2.888' 3.306° EXT 112 1.587° EXT. EXT. � EXT. � EXT. `� 62 61 FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 62 61 i 26 DETAIL U!SCREEN 46 22 AT HEAD 20 48 1 p ;:l' x.112 LCOW 2 F6" 2MV DETAIL MM SCREEN 1.68T EXt. EXT. EXT. AT SILL FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER MAW=ARV wMi M Antl. IL SIN IDI t1 1 3 ( 113 6 113 6 113 89 89 88 EXT. EXT' T• Ar DETAIL v DETAIL x DETAIL z FIXED PANEL FD(ED PANEL FD(ED PANEL SHOWN SHOWN SHOWN 8B 89 69 T• 72 OR 73 EXT 72 OR 73 EXT. 72 OR 73 7 9 10 11 11 11 IIIIIIII/ 119 913 113 ��`\`ONV V N o j� Ido.58105 DETAIL V DETAIL Wd' DETAIL'Y' = a, * _ yoI) /l u- o.mom¢ '•� ••. STATE0 : �� J f f0/19H9 nrocrwwo> nnssarEer VERTICAL SEC77ONDETAILS O.o% ,F,ORIoP `f�� 8mC OU76H0 H PBiNWtl DA0F V78 A FL Sf= � SERIES 770 ALUMINUM SGD-LMl �`S,S!OPIAL awow 9V18w A P�MIAIEOAGEOOA6�Nf8 P.O.BQV 1 II�tt Omney pEn NOXOMIB,FL3Yd74 8rotM1o0M �° °rpifepp°' A0F A LYNN MILLER,P.E. SMC g IVA 8OD770 NTS 18 a 23 PGT0002 c REA88708 60 81 OR 81 103 113 18 6 OR 61 113 113 14 67 DETAIL'CC' 88 DETAIL W 6 STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL 85 OR 61 6 AND STILES AND STILES 14 103 113 82 111 63 BO OR 81 17 66 8 DETAIL'II' OR 61 113 108 168 DETAIL'HH' AT MIDSPAN DETAIL VP MXED PANEL) 103 113 16 18 DETAIL BIT 112 �� o DETAIL'EE' a 82 40 28 61 Ao*pam -61$.I 03 ow so 27 63 80 OR 81 WORM 29 17 DETAIL TIN'SCREEN e ATJAMB 68 111 82 113 106 105 DETAIL ILL! AT MIDSPAN 28 DETAIL DIY(FIXED PANEL) OR 61 27 03 20 80 OR 61 29 4 INTERIOR (ALL HORIZ SECTIONS) 1"� as EXTERIOR 113 106 �p�y l.Y'NN M/(�FQ��:. 111 �4 ,•'��GENS$ � 62 k DETAIL'AA AT MIDSPAN 58705 DETAIL'Ga(FDMD PANEL) *ITEM 81 SHOWN,ITEM 80 ALSO APPLICABLE,SEE TABLES 1 3, SHTS.7.9 FOR DP(PSF)ASSOCIATED WITH STILE ;,© I o 1t Il !6/11'1 O NO CHANGE Tms SHEEP HO g1A 1o7orec�ovaoc+roRrvE HORIZONTAL SECTION DETAILS 'O,o' .. OR1v.• ��SS/ONPL Banclomw owwro a PER caBE uw NOS A SERIES 770 ALUMINUM SQD-LMI �i ! 8182 11H8� A PEREBAMOADECOM ENIS P.O BQX 96Y8 aw wi* Bwk �b ua aoeh a,s �Il �1 11 Ra r NoxoM�,P��27e SBD770 NTS 49 d 23 PQT0002 C LYNNE L P� 5 61 113 118 7 11 113 103 14INTMWR ZrT�Turm�liu_u 5 120 EXTERIOR � 1O MERIOR � wii M rlwilr 5 "'�,'�1�A- y �r IAJI� 14 '�"'^ 113 118 11 Wo 7 99(4 5 DETAIL 'JJ' DETAIL 'KK' (90° OUTSIDE CORNER, 2-TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN) �' ��:'��pse * No 58705 J 10/11/11 a NOCHAWETMSHEETfomTEc�ovaooY ��,t� 8 HORIZONTAL SECTION DETAILS CORNERS ,O .� nCa BBBQf}XX� U(K�; SERIES770_ALUMINUMSQD-LMlMWAUWa4WiVAWM ommeF a omc ffOKa Ft3 74 3[fOT/0 NTS20 23 —o POT== C A.LYNN "�ro8 RE SMC X09 IPWPE ITEM PGT Dag.# PGT.# Deeadplon ITEM PGT OHg.# PGT.# Deeaription 1 17306 617306 2-TRACK HEAD 60 17325 617326 PANELBTI.E 2 17303 617303 2-7RACK HEAD WITH SCREEN RAIL 81 173M 817= PANEL STILE MAW DUM - 3 17309 817369 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 4 17312 817312 4-TRACK FEAD 63 1226 81P248 VINYL BULB W87P.•TITIN(WIDE INTERLOCK) 5 17314 817314 FRAME SCREW COVER –8;r 1728 71728 SILL END WEATHERSTRIP PAD 8 17317 817317 FRAME HEAD/JAMB ADD40N 86 17328 617328 INTERLOCK SCREW COVER 7 17304 817304 2-TRACK SILL 87 17328 617328 ASTRAGAL 8 173011' 4-TPACK 301 2.7RACK SILL WITH SCREEN RAIL 69 17339 617339 HEAW DUTY ASTRAGAL 9 17307307 3 CW�CIC SILL 89 17324 617324 Top 8 BOTTOM RAIL 10 17310310 TRACK SILL 70 17380 417360 WEATHERSTRP EXTENSION MJEC ION MOLDED) 11 17313313 FRAME SILL TRACK INSERT 71 1896 71896 1117 X 1'X3/4"HIGH FPI SEAL DUST PLUGS 12 17316318 FRAME SILL SCREEN ADD-0N ?2 8163 761= TANDEM ST.STL ROLLER ASSY, 13 1731818 FRAME SILL SCREEN END ADD-ON 73 0163 78153N TANDEM NYLON ROLLER ABBY. 14 1730806 ZTRACKJAM13 74 SILICONE DOW 80OR896 18 1730202 2-TRACK JAMB WITH SCREEN RAIL 78 8186 761BOX GEMINI MORTICE 3-PLY DUAL LOOK WA.ONG TRIM PLATE 16 1790808 3-TRACK JAMB 76 71032X1FPFX #1032 X 1'F•L.SS SCREW W!TYPE IP TTP 17 17311 .11 4-TRACK JAMB 77 7103239 1032 STEELZINC U-NUT 18 1732222 SILL RISER-0 76 17368 817368 3116 81/4 OGEE BEAD HORPANTAL 19 1731818 SILL RISER-0 HOLLOW 79 17367 817357 1'O BEAD HORIZONTAL 20 1732121 SILL RISSER-LOW FLAT 80 17369 SIM 7118 BEAD HONZONIAAL 21 17318 18 SILL RISER-LOW HOLLOW 61 17380 617w 9118 BEAD HOTBZONTAL 22 17366 817366 SILL RISER•MED FLAT 82 1224 87P247K VINYL BULB WEATHERSTRIP 23 17364 817364 SRL RISER•MED HOLLOW83 03TAPE I=1/18°SINGLE BOE ADHESIVE TAPE FOR 10 BEAD 24 17320 6173'20 SILL RISER-HIGH HOLLOW 26 17323 817335 SILL ER-HIGH FLAT 100 8062 48062 ROLLER ADJ.HOLE PLUG 26 17333 617333 POCKET DOOR P-HOOK 101 72687 JAMB BUMPER 27 7070 SIM NEOPRENE BLAB WSTP FOR P-HOOK 102 1698 71696 DUST PLUG 28 17394 817334 N002tET DOOR P-HOOK MOUNT 103 8183 78186X 1'KEEPER r4mucir mpllMlb 28 17338 SIMIP-HOOK COVER 104 653 78OKEEP SCREEN LOCK KEEPER 11-1e 18•}L f 17398 617348 POCKET DOOR P4{OOK FOR BOX RISER 105 17344 617344 FDED PANEL CLP•6'LONGIft OPTIONAL PARTS(NOT SHOWN IN ORAWWO) 108 17362 617362 EXTERIOR FRED PANEL RETAINER 1 40 4318 812268 SCREEN SIDE RAIL•LOCKSTILE 1071 1739 1 71738 HANDLE KIT•INTERIOR RAISED WITH THUMB TURN 41 7LOCKWGSK802iEENLOC20BET 108 1740 71740 HANDLE KIT-RAISED EWERIOR HANDLE Til—IM�f! 42 41618 SCREEN KEEPER SPACER BET 169 1731 701698N H&MLE KR-RECESSED INTERIOR WITH THUMB TURN 43 6162 68162 SCREEN INTERLOCK ADAPTER 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PIAL 44 4428 84426 SCREEN DOLBLE INTERLOCK 111 71OX34PPSDAX#10 X UP PK PN.TEK-S.S. 46 4317 612268 SCREENTOPRA[L - 112 1236 87818 WSTP,2270X.170-PIN SEAL 48 4318 612267 SCREEN BOTTOM RAIL 113 1712 84068 .187 X.230 FIN8EAL 47 866 78RAZ STANDARD ROLLER 114 710X116PPX 1#10XI112° 48 688 78RAX STANDARD RDLLER-ST.SIL 118 7101PPT #10X 1' 49 4344 84344 SCREEN ASTRAGAL 118 72WX 414-20 X 1'ST.STL 80 17349 817349 OXO SCREEN ASTRAGAL ADAPTER 117 720X112X #14.20 X 1.61 ST.STL 61 1682 61692 SCREEN SPLINE-.106 118 17336 617336 CORNER RECEIVER 62 1694 81694 SCREEN SPLINE-.160 118 17337 817337 OUTSIDE CORNER ASTRAGAL 63 618160 SCREEN CLOTH 1 1201 17338 6117338 INSIDE CORNER ASTRAGAL 64 1 1728 1 jl/r x 4"x 1116°SITTING BLOCK 66 1 1728 1 ll'XCXIIIS'SrnM BLOCK 777777 2M I 07LA38 17me LAMINATED HT-HT PVB 210 GLASS LAMINATED 10 3/161-7N8 LAMINATED HT=HT PVB ``�•�y 4YNN Mll( �i,� 269 GLASS 8/18 LAMINATED Kr44T PVS211 GLA83 LAMINATED tG 114T-7116 LAMINATED HT-HT PV8 `�r0,•�OgNSF *'�% GLASS 7/18LAM04ATEDHT-HTSGP 212 GLASS LAMINATED IG3/16T-7/16LAMINATED Hr-HTSW 206 I GLASS 9118 LAMNATw HT4iTBGP 213 GLASS LAMNAIED 101l4T-7118 LAMINATED FR-lif SGP �• 88105 No. NOTE:ALL ALUMINUM=8063-T6 Q to it j\ AG lmv11 C NO CHANGE THIS SHEET gfA� mmw am 107D 1EGW=QoYalrvE PARTS L/ST %�O ' ormsno a PERACWWWOOr,hOM AagmFS.srrrc a� � •........• arto A �AGWaCEOCAVAM N P.O.�a 3m�74 SERIES 770 ALUMINUM SG L�MI � �'�i/S{S�ION�� aLYNEx"m PE SMC R✓A SSD770 NTS 21 a 23 PGT0002 C P EaT 687os s 1.303°' r 0..080° 0.718" 1.060°� O.B3°� ° -►{ 1.060" 1.003° j j 0.082" � ► 1.888' 0326° 0.050° 0.778" 0.082° 0.062° 0.752 0.289" 0.708° 1.182° 0.284° 0.767" 0.060" 0.060" 0.080" 0.660" 1.738" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(SINGLE) SILL TRACK GLAZING BEAD(I.G.) FD(ED PANEL CLIP FIXED PANEL RETAINER INTERLOCK (Bb) MAT L;6083 T8 (6)MA f'L:8083 TB (7$)MAT L 6063-To N 1)MAT L 6053-T6 (79)MAIL 8083-T8 (1 MAIL 6063-1 (108)MATL e063-TG ( )MAT L X83-T8 3.802" 3.879° 3.979° 0.762" 2.304" T- rf r�j L F 1.163° 0.885" 0.076" 0.076° 1.846° 1.845" 0.062" 0.788" 0233" O.Q82" P-HOOK SCREW COVER 0•m, P-HOOK MOUNTING ADAPTOR (29) MATL 8083-T8 0,126"' 0.281" L (28)MAT'L:ao83•T8 P-HOOK FOR BOX RISER HEAVY DUTY ASTRAGAL 3.802` (30) MAT L 8083 TB STANDARD ASTRAGAL (68)MAT'L:6083-T6 87 MATL:8Q83-T6 4.126° 4 4• 0.674° 0.082' 0.076" wvaucrnsvaow► 0.062° 1.304° 1.8" 0.133° 1.8" e.eNiMjrsn.w.M. P-HOOK ,�.MN. -) I �I (28)MArL:6083-T8 3.126° amX . 3.28" STANDARD STILE 3.128" s �• TOP/BOTTOM BOTTOM RAIL (60)MAT'L:6063-76 (89)MAT L 8083'8 1.872" HEAVY DUTY STILE 0.232" (81)MAIL:8Q83-T6 0.750° -►{ 0.760° 0.082" 1.018" Ti SCREEN STILE 0.232" 0.082° 0.082• (40)MAT'1.:8083-T8 0.082" �►tt►- 0.750" FLUSH FLAT SILL RISER 0 (18 MAIL;808346 0.232° 0.082° 0.9Q8" 4,068° 3.305" 11 3.966" 2.555"0.062° 3.205" 1.667 2.455" tttul �Zo; E 0.062° -►it+- 0.082' -yit+ 0.062° -►tH- y15T05 _ HIGH BOX SILL RISER MEDNM BOX SILLRISER LOW BOX SILL PoSER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED.FLAT SILL RISER HIGH FLA .ILL RISER _*. No• (24)MA''L:8083'8 {23)MAT L:8083T6 (21)MAIL:6063-T8 1 MArL•8083-T8 MAT L 6083-T6 (22)MAT L 8083-T8 (26)MArL•8Q63-T8 J l0/ll/ll C NOCHANOE7HlSSHEET P: EXTRUS/ONS o. 4070TEWINOLOOYORNSF R�.• www roc i- A � � uOX a�n SERIES 770 ALUMINUM SOD-LMIpmwmamm �FSSION V�Bffl am SMC 08/05/09 RIA tm� NOXOAiR.4,R$W4 eeanxre m"e om9ge A L1T11(1{71ueN,P.E. 8OD77O NT3 22 -f23 PG70002 C P.E.@"m s 1.046° 1.38° 1.606° r 1° 1.993" 0.082" -I---aii An-j-1 1 0.081" 0.081° 0.080° SCREEN TOP RAIL 0.081° 0.TRACK HFJ1D 4TRACK SILL (�MATL:8083-T8 (1 MA 68083 (10)MAT L:8083 TB 8.188° 8.826° 8.198" 5.069° 1211,2i 1° 1.606" 0.676° -1 9.883° 0.081" 0.080" 3-TRACK SILL 0.082" TRACK HEAD W!SCREEN TRACK (9)MAIL:8083-TB SCREEN BTM.RAIL 2 M TL 8 83-T8 (48)MAIL 8083-T8 2-TRACK JAMB 6.221" (14)MAIL:8083-TS 7.106° 2-TRACK JAMB W! 1.606° $GREEN TRACK 1.38° 06)MArL:8083-78 1.211" `I 0.480"2-TR8 SILL V SCREEN TRACK �'I 1.38" O.Q81" MAr 8063-T8 I I 3-TRACK HEAD 0.081" � w�1w1► (3) AT'L W0 T8 4.49" 11-te I J 9.142" 8 � 5 0.081" 1.606' 1.211" 7.106" _ 1 0.084" (7)MA 60B3.T8 4- CK HEAD 0.081" 9.141° (4)M .80 - 1.03' - 6.8'11" � 4° '�'�{ U2.893° 1.8° 1.8" 1.498" 0.133° 1 0.080" L INSIDE CORNER ASTRAGAL 6.821° 3 TRACK JAMB `� �NLYNN EN FM��IF; (120) MAT-L:8063- OUTSIDE CORNER ASTRAGAL 2.828° (18)MAT�8083 TBTB : (119) MAIL:8083-T8 = *' No.58705 CORNER RECENER 4-TRACK JAMB (118) MA '8083 TB (17)M 4-MAK ` W 9�19/f1 c NO CHANGE THIS SHEET STATE OF :•�[/� Rnow am 1070 TEC1AMMYDR/VE EXTRUSIONS •'� •'•.•�[ORIDP.•'•�� sontre i� see„ fwe�oa n per�nnewwecomnrana pro gx�rme ?nrSERIES 770 ALUMINUM SOD-WI ......� SS,� aoxoxrs.Rsez74 �" A.�nmv�diertP,P. p�q�pg �q son7so NTS 23 d 23 PGTW02 c P e e ESTos ' MIAMP MIAMI-DADE COUNTY,FLORIDA ==in PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND.REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miaml,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovwera/ PGT Industries 1070 Technology Drive Nok0mis,T134275 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 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. DESCRIPTION: Series"PW-70111 Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets l through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, 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 with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by.the manufacturer or :its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0504.05 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. 1NOA No.11-1110.15 •. , tc�c9(� Expiration Date: February 19,2014 � Approval Date: February 02,2012�Z Page i 2S ,,•o e 1 s'4 ` qr a"P� } �� ( I f �Z �'Fp �d. < � vl e l�4 `� � h I F� 5 �•, t � � C '� e � � s p�� f `'' fo ,� /` � s t �. � �} f . � � ISI �� i ' Y�� ^� � i :_\ "� ., �� '\ t t PGT Industries NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-1105.01) 2. Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8; prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, 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 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI.-3835 and FTL--3850,dated 07/18 and 31/03,all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 03--1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC-2007,prepared by manufacture,signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No. 10-0504.05) 2. Glazing complies with ASTM E130042/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex--Clear or colored Interlayer"dated 04/21/11, expiring on 04/21/16. 2. Notice of Acceptance No. 114624.01 issued to E. I. DuPont DeNemours & Co., Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. " STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2: Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller,P. E. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19,1014 Approval Date: February 02,2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 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 08/19/10 signed and sealed by Anthony Lynn Miller,P. E. (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller,P. E. (Submitted cinder previous NDA No 10-0504.08) 5. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller,P. E. (Submitted under previous NDA No. 10-0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL-3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan,P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 10-0504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window-L.M.I."approved on 09/22/10 and expiring on 02/19/14. �7y Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.11-1110-15 Expiration Date: February 19,2014 Approval Date: February 02,2012 E-2 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). 44-1/4" VISIBLE 45-1/4" B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED VISIBLE LIGHTLIG TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR5" MAX, WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. 6" 12-7/8" O.C. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. MAX. 8 MAX. D•C• 2" MAX. ►{ f► p NIDA DRAWING TABLE OF CONTENTS C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, GENERAL NOTES........................I REFERENCING NOTES FROM SHEETS 8 & 7. C C ELEVATIONS, FLANGED...............1 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED A A ELEVATIONS, INTEGRAL FIN.......1 ON TESTED PRESSURE AND ASTM WATERGLAZING DETAILS.......................2 02, 3-SECOND GUST. I — DESIGN PRESSURES, FLANGED.2 POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND — ASTM E130O-02, 3-SECOND GUST. 98 1/4" t DESIGN PRESSURES, FINNED FIN TO 1 INSTALLATION, INTEGRAL FIN.....3 3.ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN FIN I CORNER ASSY, INTEGRAL FIN..3 USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING 92-1/4" 5" T INSTALLATION, FLANGED.............4 BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACTVISIBLE MAX, J CORNER ASSY, FUWGED.........4 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE L LIGHT D.C. 93-1/4" INSTALLATION, MISC.................. 5 REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD \\ \\ VISIBLE ANCHORAGE...............................6,7 DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. I 96" LIGHT EXTRUSION PROFILES................8 12-7/8" FLANGE 98^ PARTS LIST................................8 4. SHUTTER REQUIREMENT: NONE REQUIRED MAX. TO FLANGE 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C-90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850, NOA: I J 07-0425.01 (ULTRACON), 03-0225.05 (CRETE-FLEX), 1 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION, ADM-2005 ALUMINUM DESIGN MANUAL. 6" 48" FLANGE D 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY MAX. TO FLANGE 2" MAX• 48" WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 50 1/4 —�I INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FIN TO FIN 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TYP. FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY (TESTED UNIT) (TESTED UNIT) OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. OTHERS. PR0DUCfRlt111m 1 WIDTH "11WIDTH. �—WIDTH—rl adding BwFlMi� � = WIDTH AeceptmmeaNu �.I I"J --I WIDTH WIDTH 1- - x M In, 1�—WIDTH--1� I--WIDTH--I h WIDTH i Imo-WIDTH--I I+-WIDTH---I _ T — TT5 � T T `�.�`�.� c, !F �. L No.58705 •* = L Ilk J.J. 10118111 D 2010 FSC UPDATE STA GN 1070 TECHNOLOGY OTWE ELEVATIONS AND NOTES 0.c�'••.,FkORW?:•''��`l� J.R. 3 31 10 C R E N.VENICE, FL 34275 ' �i FS c 2 R 1 02 AND REV! P.O.80X 1529 ALUMINUM PICTUREWIN�W,IMPACT ��S/DNA-1 F.K. 4 4 07 8 %LORA NOTE 3. 111=' a toast: Brom: NOKOMIS, FL 34274 P.E. 587 �•E• Oroetnp N". F.K. 7H4/R9 - P1W701 NTS 1 m 8 4269.4 D P.E.1¢ 58705 i 7/18'Wtt GLASS NOMINAL FhtBnd- ��-�� 773�am�lSea•.o9otroe-9J16HS OW DUPONT aurapTE OR .FIQIIBBd FIree$Ur9(+j. /SBtmAIIMSABIMP-7HBAIR•9AGA-.O90PVB-9/3816 S/t B"ANNEALED OR FIFAi SAFM INTERLAYER MAXIMUM o WI611017I8 ° OT"6"QIB7@R8bn 01) STRENGTHENED BASS 3 18'HEAT 24 3B 42 64 60 67.876 ED Gess 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 12 1EE A" & B" DIMENSIONS MAY M. 48 60.0 80.0 80.0 80.0 80.0 80.0 BOA 80.0 E ORIENTED VERTICALLY OR 80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 04.0 - 17 R 21 ORIZONTALLY AS SHOWN. 67.876 80.0 80.0 80.0 80.0 80.0 71.1 64.0 811 72 80.0 80.0 80.0 80.0 70.3 71.1 64.0 a 1a/�NO r-- "B" DIM. \\ "B" DIM. 78.8 80.0 80.0 80.0 8D.0 76.0 70.0 84.0 T e -�Y 80.0 80.0 80.0 7. 8831 83.8 DIM. \� a 85.3 80.0 80.0 80.0 73.6, 67.4 82 6 13 2 b Be 80.0 80.0 77.2 64.7 66.2 14 15 108.7 80.0 80.0 72.3 88.3 120 810 80.0 70.4 7/16" LAM[ GLAZING DETAIL 128 70.0 FLANGED OR INTEGRAL FIN FRAME aae 80.0 e0.0 (FLANGE FRAME SHOWN) FlO131M 'mexb11d"esigif 7 i ASHS-,mm Flm veeeure(+F�Sfi 7/Set.�ttwa/SanaP7/SSAw•sKats-.osotwe•s/tets 7/18'LAM GIhSS f-1/18'LAW GLASS NOMINAL B �bB - A or O 88U NOMINAL _ .090'DUPONT BUTACRE OR a 3D 36 2% 48,,' 64 so IP.876SAFLEX XMPSAFE MAXIMUM 7/18'AIR SPACE PV8 INTERLAYER 38 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 J/18°ANNEALED OR HEAT STRENGTHENED MASS J/18'HEAT 48 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 3/10"HEAT T CLASS 3/18"TEMPERED GLASS 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 87.878 80.0 80.0 60.0 80.0 80.0 71.1 64.0 62.1 12 72 60.0 80.0 8D.0 80.0 80.0 71.1 84.0 18 ORO 76.8 80.0 80.0 80.0 80.0 80.0 71.1 84,0 11 jw 80,0 Box 80.0 80:b 80. 71.1 11DEm0a 11/18"ROM, 85.3 60.0 80.0 80,0 80.0 80.0 71.1 CLASS On 08 80.0 80.0 80.0 60.0 80.0 108.7 80.0 80.0 80.0 80.0 13 1 PRlDD}JC7'ROVISBD 120 80.0 80.0 80.0 8471 4 16 �-F AGNo 128 80.0 80.0 80.0 145 80.0 MG 1-1/16 LAMI I.G. GLAZING DETAIL ttq Comm FLANGED OR INTEGRAL FIN FRAME NOTES; (INTEGRAL FIN FRAME SHOWN) ��ON.�II-YNN 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32Fi'. 'yyCENS0'•.F� 2. FOR SIZES NOT SHOWN, ROUND P TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. Q 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 'k No.58705 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A"AND "B7 MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). ' a J.J. 10 18111 D CHANGED HS CAP 70 TMP FOR 30'RULE GLAZING DETAILS � 0�`'•.• P �'w NIT" R IRN 10 INCLUDE 1070 TECHNOLOGY D _ LOR10�,.•'G�`� J.R. 3/37/70 C RMATION GER N N.VENICE, FL 34275 ALUMINUM P/CTU/ZE W/NDOW IMPACT �''!Si`S/ONAL V,"" F.K,row. 4/4/07 8 NO CHANGE THIS SHEET P.O.BOX 1529 1 yyy NOKOMIS,FL 34274 emies/M°ea: da BnaeE 0iaehip °' Rra A L�aI�tIIGr, P.E. "IV 7Zt4� WW767 NTS 2 a 8 1 42694 D P.E.# 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK kj �'_ " IM 1/4- MAX. SHIM 2X WOOD BUCK OR FRAMING OR FRAMINSEE ANCHOR GUIDELINES, INTERIOR1.375" MIN.2X WOOD BUCK OR FRAMING EDGE DISTANCE .131" (1/8) X 2-1/2" NAIL, WITHIN 2" OF—�CORNERS AND 5" O.C. X 2-1/2(1NAIL 1EMBEDMENT 375"MIN. WITHIN 2" OF18 oRO 17 R 21 10 11 1 EDGE DISTANCE CORNERS5' O.C. MAX. VISIBLE UCHT OPENING 13 LMAX. WINDOW HEIGHT HORIZONTAL SECTION C—C MAX 10 22 WINDOW HEIGHT 17 MAX. VISIBLE LIGHT INTERIOR OPENING SEE ANCHOR GUIDELINES, SHEET 8 13 L 1 1/4" MAX. SHIM EXTERIOR 1 3/8" MIN. PEXTERIOR EMBEDMENT MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SHEET 6 2X WOOD BUCK (SHOWN) OR CORNER KEYS AT OR FRAMING SCREW BOSSES PRODUCTREVIBED VERTICAL SECTION D—D O aso=VlyinBwhbOwFWda 90°CORNER ASSEMBLY ANGLED CORNER ASSEMBLY ABal �rto NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. IIt 0"' I.YNN `�ta'��.•'v10ENSF '•:FNP �: *' No.58705 t J.J. 10/18/11 0 NO CHANCE THIS SHEET caa W"m ��.' O 11 1070 TECHNOLOGY DRIVE INSTALLATION FINNED FRAME rF,•. FtOR1vp,• J.R. 3 3t/10 c R F Ea N N.VENICE, FL 34275 ALUMfNl1M PICTURE WINDOW,IMPACT '�s`S/OA1A1-�. P.O. BQX 1528 �/ N NOKOMIS,FL 34274 �^/mwo Nw A� A,coh!M18dr, P.E. FX 7/14W P*781 NTS 3N a 8 42694 D P.E.B 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES1X 1/4" MAX. SH , WOOD BUCK "� SHEET 7 1/4- MAX. SHIM SEE ANCHOR GUIDELINES, X WOOD BUCK OR FRAMING MIN. CONCRETE 2 13 SH ET 6 KSI PER IMERIOR 13 2 SEE ANCHOR ANCHOR TYPE,-..;. A GUIDELINES, MIN. CONCRETE KSI SEE SHEET 7 SHEET 7 PER ANCHOR TYPE, SEE SHEET OR 1.5 KSI SEE ANCHOR 7 OR 1.5 KSI MIN. CMU MIN. CMU GUIDELINES, i; ° " '� • . iX WOOD BUCK SHEET 7 • �� 1/4" MAX. SHIM 11 GUIDELINESSEE , 11 18 O 17 aR 21 10 SEE ANCHOR SHEET 7 GUIDELINES, 13 MAX. WINDOW HEIGHT SHEET 6 HORIZONTAL SECTION AA MAX. Q DRQ WINDOW ILI HEIGHT 17 RO MAX. VISIBLE LIGHT INTERIOR OPENING o SEE ANCHOR GUIDELINES, SHEET 8 13 8- 2 1/4" MAX. SHIM EXTERIOR SEE ANCHOR GUIDELINES, SHEET 8 /x MITERED FRAME WITH INTERIOR EXTERIOR E WELDS BUCK (SHOWN) OR CORNER KEYS AT ING O SCREW BOSSES PRODUCTRBVISBD VERTICAL SECTION B—B 8s=3plrinsviunwm0rw8 900 CORNER ASSEMBLY ANGLED CORNER ASSEMBLY AMPMWNG 0' NOTES roa�lco.m0i 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 11 I II VYNN 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2 1X WOOD �� t..... 'VEN3�c• BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X.ARE 1-1/2"THICK OR Q GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. * N0.58705 ��•' Qo of !I •�� J.J. ' 10/18/11/ D No CHANGE THIS SHEET IN TION FLANGED FRAME Off'., STA o ;�� d By 070 TECHNOLOGY DRIVE + �` '•.;�COR10P.•''G,\`� J.R. 3 31 10 C R N N.VENICE, FL 34275 tmu �� P.O.BOX 1528 ALUMINUM PICTURE WINDOW,IMPACT '�i`1 IONA�E?` NOKOWS,FL 34274 ® °' �� X81 ` �1O°�pO' R°' A. Lp�d M1d14, P.E F1C o PW-701 NTS 4 4259.4 D P.E.# 58705 MISC INSTALLATION DETAILS SEE ANCHOR SEE ANCHOR SEE ANCHOR SEE ANCHOR GUIDELINES, GUIDELINES, GUIDELINES, GUIDELINES, FIN FRAME WITH SHEET 6 FIN FRAME WITH SHEET 7 FIN FRAME WITH SHEET 7 SHEET 7 FIN REMOVED FIN REMOVED FIN REMOVED INTERIOR LLrF:�IOR lN�RL48 INTERIOR 1/4" 1X WOOD BUCK 1/4" 1/4" MAX 1/4" MAX. SHIM SHIM SHIMSHIM MAX .. -: .•'•: SEE ANCHOR 1 3/8" MIN. SEE ANCHOR r.':•.:: ,e•, GUIDELINES. EMBEDMENT Q GUIDELINES, 7 q ~':::• ;:3: :: SEE ANCHOR '': SHEET 7 " • ' GUIDELINES,: - MIN. CONCRETE KSI 2X WOOD BUCK OR FRAMING SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU OR 1.5 KS1 MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME EQUAL LEG FRAME EQUAL LEG FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) .(OTHER FRAMES SIM.) PRECAST SLOPED SILL 2X WOOD, SUBSTRATE 1X WOOD BUCKSTRIP DIRECTLY TO MASONRY 1-3/8" MIN. 1/4" MAX. SHIM �.--• 1/4" MAX. SHIM 1/4" MAX. SHIM EMBEDMENT 2X WOOD BACKER 1/8" NOM. MIN. EXCLUDING POINT X12 STEEL 1/8' STEEL 1/8" NOM. MIN. X12 STEEL X12 STEEL SELF—DRILLINGSEL —DRILLMG SELF—DRILLING SELF—DRILLING SMS (G5) SMS (G5) SMS (G5) SMS (G5) USE SAME USE SAME USE SAME USE SAME ANCHOR ANCHOR ANCHOR ANCHOR QUANTITY & QUANTITY & OUANITTIY, a QUANTITY & SPACING AS SPACING AS SPACING & EDGE SPACING AS $12 STEEL #12 STEEL DISTANCE AS ®12 STEEL SCREW EXTERIOR SCREW EXTERIOR #12 STEEL EX�RIOR SCREW QMRIOR (SHEET 6) (SHEET 6) SCREW FULL—LENGTH, WOOD (SHEET 6) RADE APPROVED MULLION METAL FRAMING (SHEET 8) (SEE SEPERATE NDA) A36 STEEL Fy=36 KSl MIN. BACKED STEEL STUD STEEL SPUD ALUMINUM: 6063—T6 MIN. .125" MIN. WALL THICKNESS ALL GAUGE THICKNESSES Fy=33 KSI MIN. .125" MIN. WALL THICKNESS (ATTACHMENT BY OTHERS) 18 GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM,) ra:oDDcrRsva9laD ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUD/WOOD SUBSTRATE STEEL STUD SUBSTRATE a9ooaga1y19gw8hueol mida 13v9diog C.odO I t-111©.Ib A000A=No NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 8 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �OatCoa1no1 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. 1X WOOD 11II I11! BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR `�� tJx LYNN M,, GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING `��A�' ENS JURISDICTION. No 6 3. FOR ATTACHMENT TO METAL-- THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. * No•58705 _ 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. J.J. 0/18/11/ D NO CHANGE THUS SHEET INSTALLATION,FINNED FRAME CX`'•Tft . PtQRioP•- J.R. 3 31 f0 C p0 1070 TECHNOLOGY DRIVE N.VENICE.FL 34275 Isram ALUMINUM PICTURE WINDOW,IMPACT r'csSIONAIh�P P.O. BQX 1529 ooR genie &„ ft.zl to. A 1L�rld lI)1�1 P.E. NOKOWS, FL 34274 FAo1 PYW70f NTS. 6 8 42684 D P.E. 58705 Head,810 and Jamb Anchor Quantities Into Wood or Metal(Anchor Types 1.4) En. Min. Anchor "A"or"B"Dimenslon(In) Type Anchor Description Substrate Edge Embed- Type 24 30 38 42 48 64 1 60 07.875 Distance meat Al2,Steal screw(G5) _2.Ph1e_ 1.375- Anchor L • 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 892 Steal scre4V (cam S0.Stud,Gr 33 0.324° .048°18Ga #12,Steel screw(Gsq- Alum_6083-T6 0_.32_4° 0_.1261 __ 3B Jamb 3 3 4 3 4 3 4 31 41 3 4 3 4 3 4 1 31 4 3 4 3 4 1 3 4 3 4 3 4 3 4 3 4 3 012,Steel screw(G5) A35 Steel 0.324" 0.126° Hsad/S01 2 2 2 2 3 3 3 3 4 3 4 3 8 4 8 4 6 6 6 6 8 b 8 6 8 8 8 8 7 8 7 a 814,Steel screw(G6 S.Pbre 0.884" _1.376" 48 Jamb 4 4 5 4 6 4 5 4 8 6 6 6 6 5 6 5 5 5 6 6 5 5 6 6 6 5 6 5 5 5 6 6 2 814,Steel acrsw�- SO.Stud,Gr 33 0.361" .048718Gs HeaMR1 2 2 2 2 3 3 3 3 4 3,4 3 5 4 5 4 6 6,6 5 .8 8 7 6 6 6 7 6 7 7 6 7 814,Steel screw(GS) Alum.6063-TO 0.361" _0.126° so Jamb 6 6 6 6 6 6 8 5 8 8 6 6 e 6 7 6 6 6 7 6 7 6 7 6 7 6 7 6 7 6 7 8 814,Steel screw G5) A30 Steel 0.381" 0.12b° HeadlSlg 2 2 2 2 3 3 3 3 4 3 4 3 5 4 8 4 6 6 6 5 6 6 7 6 7 6 7 6 8 7 6 7 3 114"Steel UOrecon S.Phre 1° _ 1.375" 87.876 Jamb 6 6 7 6 7 8 7 6 7 6 7 6 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 1I4" 410 SS CraleFlex S.Pine 1" ^1.375° HeadISM 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 6 6 6 6 6 6 7 6 7 ® 7 6 8 7 8 7 4 518" Steel URracon S.Pine 1.28° 1.375° Jamb 6 0 8 8 7 8 8 6 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 72 Head/SN 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 5 5 8 5 6 6 7 6 7 6 7 8 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 70.8 HeaMill 2 2 2 2 3 3 3 3 4 3 4 3 6 _L.L 4 8 6 8 6 8 8 7 6 7 6 7 6 E Jamb 7 7 9 7 8' 7 9 7 8 8 9 8 8 8 9 8 a 8 10 8 9 8 10 a HeaMIO 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 Q Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 tT 85.3 HeadlSRl 2 2 2 2 3 3 3 3 4 3 4 3 6 4 6 4 5 5 6 6 6 6 7 6 98 Jamb 8 8 10 8 9 8 10 8 9 9 10 919 9 10 9 9 9 11 9 HeaMlll 2 2 2 2 3 3 3 3 4 3 4 315 4 6 415 6 8 6 109 7 Jamb 9 9 12 9 10 9112 9 10 10 121101101101121101 HeaVSM 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 "Width and Height dimensions maybe 120 Hea"Ill 2 2 2 2 3 3 3 3 4 3 4 3 reversed to locate anchor quantities on the Jamb 19 11 13 11 12 11 13 11 12 12 13 11 table.If so,the Head/Sill and Jamb rows 128 must also be reversed so that the longer 'A" & "B" DIMENSIONS MAY HeatllStll 2 2 2 2 3 3 3 3 4 3 4 3 dimension gets the most anchors. BE ORIENTED VERTICALLY OR Jamb 12 12 16 12 13 12 15 12 HORIZONTALLY AS SHOWN. 145 Head/SRl 2 2 2 2 3 3 3 3 t ItODUtTRaVIBBD DIM. B� 11wabtlmFlorida �`G�, NOTES: Aoceptmw ll- ID oil 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND!!E TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. I+- "B" DIM. ►1 \ aria Cmrtr°1 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL \� "B" DIM. LYNN NN WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. Nj� 7ji7 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A"AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. \� `��:•'\,\CENSF RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 1 i_ No.55705 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. oeamWw° •-'O�,. K'BTAIXE t� •fit/: 10/18/11 D NO CHAP/GE THIS SHEET 1070 TECHNOLOGY DRIVE ANCHORAGE,WOOD SUBSTRATE '0iC�'••. F(ORiOP,•''G?` J.R. 3 3f/10 c ata oR wtN ND.W .VENICE, FL 34275 TftALUMINUM PICTURE WINDOW,IMPACT 11"SSlONA1-E F.K 4 4.107 B NEW SHEET P.O. BOX 1529 as e 1 r NOKOMIS, FL 34274 C �M[her, P.E. FJG H4Wed� PYWmf NTS B "+ 8 4264.4 P E. 58705 Head,Sill and Jamb Anchor Quantities Into Masonry(Anchor Types 6-7) Anchor "A"or"B"Dimension Qn) Mtn. IVIrL TYPe 24 30 38 42 48 64 e0 87.876 Anchor AnchorDescApBon Substrate Edge Embed- Anchor it Tylre ment Location• 6 B 7 6 8 7 6 8 7 6 8 7 b 8 7 b 6 7 6 8 7 b 8 7 1/4° Steel Ult�accn Hollow Bkrck as1°Ce .2b° 114° Steel Ultmoon 2.7k Concrete 1° 1.376" 38 Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 41314 4 3 4 4 3 4 4 3 1!4"410 SS CrefeFlelr Hollow Bk1ak 1° 126" Head/SIII 2 2 2 3 3 3 4 4 3 6 6 4 6 5141 6 6 6 6 6 6 7 7 6 6 Jamb b 4 4 6 6 4 b 8 14 8 b fi 8 6 6 I 8 6 ol 8 6 8 8 6 8 U4"410 SS CreteFlax 3.35k Concrete 1° I- 48 7 6/16° Steal UNrecon _Hollow Block 1.683 I. H�d/Sgl 2 2 2 3 3 3 4 4 318 6 4 6 6 617 8 8 7 8 B 8 7 7 6118" Steel Ultracon &5k Concrete 1.26" 9" 60 Jamb 6 6 8 8 8 5 6 6 81 7 8 6 7 6 61 7 8 6 7 6 61 7 8 8 HeaMill 2 2 2 3 3 3 4 4 3 6 6 4 8 6 6 7 6 6 7 6 8 8 7 7 87.878 Jamb 7 6 61 7 8 6 7 7 6. 8 7 7 8 7 7 8 7 7 8 7 7 8 8 1 7 Head/SM 2 2 21 3 3 3 4 4 3 6 5 4 6 5 6 7 8 8 7 8 8 8 8T7 72 Jamb 8 6 6 8 7 8 8 7 6 8 7 7 9 7 7 9 7 7 9 8 7 _ Head/Sill 2 2 2 3 3 3 4 4 3 6 8 4 8 6 8 7 6 6 7 1 6 8 Jamb 8 7 7 8 7 7 8 8 7 8 8 61 9 1 8 1 8 9 8 8 9 8 8 76•8 Head/8111 2 2 2 3 3 3 4 4 3 6 5 4 6 5 5 7 8 6 7 8 6 84 Jamb 9 7 7 9 8 7 9 8 1 71 9 8 8 101 8 1 8110 8 8 Hea&SAl 2 2 2 31 3 3 4 4 1 31 6 6 4 8 81 617 8 e 86.3 Jamb 9 7 7 8 1 8 7 9 8 1 71 9 8 8 10 8 f57 8 8 Head/S10 2 2 2 3 3 3 4 4 3 8 6 4 6 8 9 6 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 HeedlSM 2 2 2 3 3 3 4 4 3 8 6 4 6 6 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 109.7 Hea&SHI 2 2 2 3 3 3 4 4 3 6 6 4 r Width and Height dimensions may 120 Jamb 13 70 10 13 11 10 13 11 10 be reversed to locate anchor Jamb H 2 2 2 3 3 3 4 4 3 quantities on the table.If so,the 128 amb 13 1t 11 13 12 11 13 12 17 Head/Sill and Jamb rows must also HeadlSQl 2 2 2 3 3 3 4 4 3 be reversed so that the longer "A" & °B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR Fm Jamb 16 12 12 1B 13 12 dimension gets the most anchors. HORIZONTALLY AS SHOWN. Head/8111 3 3 2 2 2 3 D M.� PRODUCrREVISED avaoa>plylcgwUU the Florkla NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145-AND HAVE AN AREA OF MORE THAN 32FT2. % 2. FOR SIZES NOT SHOWN, ROUND UE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. �— "8" DIM. el�oduct 3. FOR ARCHITECTURAL WINDOWS, FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL \� "B" DIM. WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. LYNN oN........Mid 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A"AND "B') MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. \ \` ��'V{CENS�c''•�FQ'�i� RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). `*' No.68705 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. J.J. f0 f8 11 D NO CHANCE 1}11S SHEET O,n -r � ANCHORAGE,MASONRY SUBSTRATE J.R. 3 31/10 C RAAA ON FOR ER N W5. ON.OTECHNOLOGY VENICE,FL 3342755 mec �SS•FCOR.OP'•*U.;`�`� ;FJC a/4/o� a New s1+�r P.O. �X 1529 ALUMINUM PICTURE WINDOW,IMPACT ''l/It/IO'NAI.'F�1` NOKOMIS, FL 34274 ® e"b'/ � >3 >�'°t D�drq N°' M A."Lynfil IMIIIP P.E. PYI�701 NT$ 7 a 8 426&4 P.E.# 58705 2.784" 094 .970" �{ .346" " .974" --�{ .975° .975" f .047" 2.500" .050" -+i f F 1 .050"-yl x— �� 7/16" LAMI GLASS BEAD 1-1/16" LAMI I.G. GLASS BEAD INSTALL. FASTENER COVER .062"—"-I�- I 062" MAT'L11: 6063—T5 MAT'L: 6063—T5 MAT'L: 6063—T5 •077" 70 DWG NO. 4255 DWG NO. 4254 13 DWG NO. 4224 1.125" ITEM DWG# PART# DESCRIPTION 1 4256A 84258 Integral fin frame head,sill&jamb INTEGRAL FIN FRAME 2 4253 64253 Flanged frame head,sill&jamb MAVL: 6063—T5 7 1155 781PDX #8 x 1 Quad PH SMS stainless steel DWG NO. 4256A 8 Schnee-Morehead SM5504 acryl-r narrow Joint sealant or 10 4255 84255 7/16 Jami glass bead 11 4254 64254 1-1/16lemi I.G.glass bead .094" 12 1224 STP247 Vinyl bulb weatherstrip(thick) 13 4224 Installation fastener coin 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant,black 1.875" 7116"lama glass:3/18"annealed-.090 DuPont Butacite or 17 Saflex KeepSafe Maximum PVB interlayer-3/1W heat strengthened •�" .062" 14116"lama I.G.glass:3116"heat strengthened outboard- .062" 18 7/16"airspace-3/18"annealed-.090 DuPont Butacite or 2.784" Saflex KeepSafe Maximum PVB Interlayer-3116"heat FLANGED FRAME strengthened 20 4282 84282 Architectural comer key Ro w �wl amR01aa O MAT'L: 6063—T5 ealamBcDw DWG NO. 4253 7118"lams glans:3/18"heat strengthened-.090 DuPont A=erAww0No 1 H 10 6 ILA 21 Butactte or Saflex KeepSefe Maximum PVB interlayer- 3/16"heat strengthened pmdaa 14116"lam[I.G.glass:3/18"heat strengthened outboard- lilt- 7/18"airspace-3/16"heat strengthened-.090 DuPont �� NN Buteclte or Saflex KeepSete Maximum PVB interlayer- 3118"heat strengthened k No.68705 W� J.J. 10 18 11 D At0 CHANCE THIS SHEEP owmt ' 8 ATE `1 J.R. -3/3 1/10 c ow 1 N°v�ENi cFl°�34zis EXTRUSION PROFILES&PARTS LIST O,c'•.,. Ptorao.-I�? P.O. Bo_x 1529 ALUMINUM PICTURE WINDOW,IMPACTONA\-�� NOKOMIS, FL 34274 " w b*M. aee Altiddlg011�r;1P.E. FtG auwmt NTS 8 8 4268.4 D P.E.# 58705 e . MIAMI�ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ivw�v.miumidade.gov/sera/ 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 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. DESCRIPTION: Series'1PGT"Clipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT:Drawing No. 6300M titled"Impact-Resistant Aluminum Tube Mullions", _ sheets 1 through 22 of 22,prepared by manufacturer,dated 48/29/11,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 with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 140A#10-0819.05 and 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. NOA No.11-0922.01 APPRO E 4 E A Ex iratson Date: May 26,2016' Approval Date: December 08,2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR,titled"Impact-Resistant Aluminum Tube Mullions",sheets 1 through 22 of 22,prepared by manufacturer,dated 08/20/11, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28-11,and addendum letter dated 05/05/11,all signed and sealed'by Marlin D. Brinson,P. E. (Submitted under previous NOA #10-0819.0 C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010,prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and FBC-2010, and no financial interest, dated June 06,2011, signed and sealed by Anthony Lynn Miller,P.E. 2. Proposal#10-1070-R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda,Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05,issued to PGT Industries,for their PGT Series Aluminum Clipped Mullion—L.M.I.,approved on 05/26/11 and ' 4 on 05/26/16. 4 ue Perez,P.E. Productn 1 Examiner NOA No.11-0922.01 Expiration Date: May 26,2016 Approval Date: December 08,2011 E-1 SUITABLE FOR ALL LOCATIONS REQUIRING $ NON-IMPACT OR LARGE AND SMALL GENERAL NOTES: MISSILE IMPACT-RESISTANT PRODUCTS Q 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE GENERAL NOTES...........__.......1 EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD SUCKS IF USED, INSTRUCT ION&..........._.._..._..1 FIGURE 1: ELEVATION..............................t Q MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. g n MULTIPLE —OPENING WIDTH FOR VERTICAL MULL ARCHER TO BE MULL TO 2X WOOD..........._-----2 tiY MULLIONS MULL TO IX 8 MASONRY-.„.-...._2 6 / SEE DETAILS INSIDE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS INSTALLATION NOTES..........._.2 A-D,O,H; $HAPS HAVE BEEN TESTED AS*FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MUWON CLIPS,BUT SHALL MULL TO MASONRY-„.„„_._.__...3 _ SHEETa 2a NOT HAVE A GAP OF MORE THAN 1/4°FROM THE CUP. MULL TO STEEL STUD..___.__..3 MULL TO MULL...............„........3 Ii I 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WiNDLOADS CORRESPONDING TO THE REQUIRED•`� ANCHORSPECS...-._.-----------_3ALTto I ♦♦ SAY MULL INSTALLATION NS CLIPS..-..._.._....4 Z i i ♦� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED \\ DAY MULL MULL ..............4 � ' / �/ �/ ♦;` IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 X 2 X.125 MULL SPEW......._.0 � \\ 1 X 2 X.375 MULL SPECS_..........B 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2.76X376 WILL SPECS........7 SEE DETAILS I INSTRUCTIONS. 1 X 2.76 X.S MULL SPECS......__8 Z ATHRU G; / N / 111 _ /_1 1 1%3.125XS80MULLSP£C6......_1) W Q yX BHEET92-3 I _ 1 Amu tr 11)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND i x4%376 MULL BPECS._...___I fr'Srd SHEET a 23 ANCHORAGE FOR THE COMMON MU WON,SEE EXAMPLES ON THIS SHEET AND SHEET 21.FOR MULTIPLE UNITS,CONSIDER lab X 3.188 X.Zee MULL SPECS...12 vI OPEMNa ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 2 X 4 X 26 MULL SPECS.._........13 HEIGHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 2 X S x26 MULL SPECe_.._...._.14 Z W tLD 3TH � MULL 128 X 2.11 X.125 MULL SPECS_..16 HORN FOR 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 3V X 3.25 BAY MULL SPECS..._16 � BEE DETAIL E, 45'X325 SAY MULL SPECS._..._17 � EX WON 6 I&2...II AEN6ION8.__ SHEET a MULLJO 7)ANCHQR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WtmD BUCKS BY OTHERS,MIUST EXAMPLES LP D...............__2121 ul �- BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT LOADING EXAMPLE8.._.,...,......2Z F 01 AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Q aid FENESTRATION REACTIONS. N c gE ODF"CTS� 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSNAF$PA NDS FOR WOOD CONSTRUCTION; W MM13E ADM-ALUMINUM DESIGN MANUAL N / MANUFAC7URE0 ANLIF. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Q Q CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH d /SEE DETAILS PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. gm ffi HORIZONTAL SHEETS z,a 16 )MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. ai LFFF------ MULL LENGTH HORIZONTAL Mm IN8TRUCTIONB: LENGTH 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS” 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 WIND LOADING IS'RECTANGULAR”OR'TRIANGULAR711APEZOIDAL°. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIF-)FROM TABLES IA THROUGH 13A,ON SHEETS 6 THROUGH 17 PRODUCT REVISED MULL r^OPWIDTH I'—NORIZ.MULL LENGTH RESPECTNELY,USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING as aomglyfa8 wilh"m Fk da txJMG - -� VERTICALLY OR HORIZONTALLY).THE MULLION CAPACITY(LBS/PT'PI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE SuRding Cede I LENGTH F” REQUIREAWNT(LBSIFM FOR THE OPENING OBTAINED IN STEP 1). 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(1.881.THIS By I1II� HFOR VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL oPEfmlo LL HO�AQ MULLION CAPACITY. I I I HEI[ LENGTH MMMyy�LLLL. f' MULL f I I 6)FROM THE ANCHOR CAPACITY QM)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\\ 1\,VNN !I_ L (I— ANCHOR/SUBSTRATEGINCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED �`\ O� ANCHOR CAPACITY IS MET. : �Z:.\\pEN3> *i SINGLE MULLION SINGLE MULLION +� FOR �y 7)IF THE MULLION CAPACITY(LBS/FT%OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT'3 58705 oPEMNG wum FOR THE OPENING,YOU MAY USE THE ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY _ a' FORVEFITICAL MULL REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS "0 =W` FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(I S&+T")FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL 8T � MULLION CAPACITY(LBSIM OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE ��T •.•PLORII:-' MULLED FENESTRATION PRODUCT ASSEMBLY. F �G 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A LYq IMIILWP.E. FL P.E.#58705 SOL88#7d ld 3d agllVL{4iN � �AI'V 31`d...... THOHONV ANNOSVW VOlV93NSSV'S'S.M 0013 NO NOJ9'min OOl3 .•'do�tioiy y0 i 03AOVddVALNn00 3aVa1WMW AINO 38n'A1NnOO 30VO-IVMW NI SNOLLVOIIddV AMNOSVW LIOd(8 .40 m' U a 1 ' '.O•: Ie'BHHS'O IIV13a 33s'IVNOIldo 321V smone ooOM(4 � OV3FIiVld NOOV3HX3H'UnHM/d 38 AVW 3dA1 a143H NOHOW(£ 50L85'old 39 AVW clnO 2101213 M NO GWONVlS 3141 V3HM3'a'V SWIM MOA'8133HS ONIMOTIOd 3H1 NO s3I9V13H1 oJ.M3d321'03Mo-nOd 391SM SVOHONV do NoLLvoOI aw ALLLNVn01O3vuoo 3H1'30NV1S10 NOHOW 01210HOW Mil NO A1121Vd GHM SI"OVdVO NOHOW 3H13SM39•AINO No11V1N3S321d321"M2101'Jld 2104 3NV 3AO8V NMOHS RZS NornnW aM/sMoHONV dO Aiuwno(Z t !III 111 'DOOMS NO ONISIMNa IIVM ONOA38 39 INRs IVINaLVW 3SVS 011NMI33SK3 NOHOW(L >DP�hI O '831oN NO 18N � 0�a MMA 1NO119 ma�nvLr> w a9£1Aaa.l�naoae ( -71A3Ht 1NOM3-` - - M31A 30S �aWO NO 31BgNOO ISM CC MW ?• � '•: :• a ' v 'L 310N 338 c .r 'SUMMI AS 'L 3101338 _ - 1NMRHDVlld LNUO .LLV a� .1M�YQ38P13 �•�OB 80L•8L 1N i 3 aNV .IL SMIRVI SM cuum m 3ONW.ma ONRSDM e0L-8L S378V1338 SOL-BL B318V1339 so"I.8318V133S� '3ltlalaBflB aid �. 31tla1SBM kM '3L.Val6erai aid aoHONV'dAl IT NOWN.dA1 NOHONV'dU Y> A -1 O N _ v'o ° .°o O p MaIM31X3 8a0HONV �gDD D C - Vv ° AtlN09VW v° . Z 3ONV1810 k•°' o. o. (/1 C LOHL3iq BOLL .. 3003 AB 03lN.L8Nl o v ° ,D . $ 3B MWdM MOM31X3 C Z TMW13Bdd0 y� 3H1 a3H113 d.;,. - V' o 0) , M31A 3QIS ° - I I a p BNomma-rnr a SM3aO8 ° 'OOH13W WHl AMOM UW D m �� '° 1 ! aooaa and i4.� �' BOL•BL 3ONV18W 3003— Y I 'o. 3ONVLM - L I 1 k .18 0317V I rC S318VISM338 �., v o ® 3003 1111Y713Sid0 F '4=VJRG 3003 '..(M NO HL3aONC,1 I 1 oD BNOLLVOOI I '•o' a00aVONV18 Z '',v jBN LZ NO"1 b Erm S133RS�` I I ° 3H1 a3H113 p I 'L 133NSI `L 310N 338 NOIl7nW { I eoL eL a3layl33s 33s u uy (NMOHS d110 OLIVONVIS) (NMOHS MID J 3Sdd0) '31Va1SOMb3d oNV .IMNOSVW ONVHO(le a00M 0t o aNV OHO 'dAL dlala>tane XL 0103HOV11V NOIlinn 'JNIWVMd OOOMMO r Q NMI M :9 TV13a Nom MOM OOOM XZ 01 NOIIInW �� V 1IV13a DETAIL E: DETAIL C. MULLION TO MULLION ® A -R .128'MIN. INTERSECTIONNOTES; aC MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE MULUOJ (U-CLIP) 1)MAY BE INSTALLED IN-TEE'OR'CROSS' (STANDARD CUP SHOWN) INTERSECTIONS. 4 VAI s 2)MAY BE INSTALLED HORIZONTALLY i TYP.ANCHOR L (SHOWN)OR VERTICALLY. SUBSTRATE, STANDARD Oi SEE TABLES 18•IBB 3)SEE U-CLIP DRAWINGS,SHEETS 18-20 OFFSETR 13 CUP MAY BE j •$$$ E06E DISTANCE FOR VIEW FOR CORRESPONDING MULLION. Z � INSTALLED BY iI i• .. FOR MASONRY YAMtIES MULLION THIS METHOD. I I T ANCHORS ELF-aR LSPI OR PRE-DRILL J Q' MILLION AND USE M W m O a a m EXTERIOR °a a MULLION Z m EDGE DISTANCE ` O FOR MASONRY ! •.�! / \` Z �' ANCHORS INTERSECTION U-CLIP !n j/' 8 ° s EXTERIOR v7 TYP.ANCHCR ''.d R.. Z PER SUBSTRATE, BEE TABLES 1&108 OOOOOODDH TYP.ANCHORSUBSTRATE, BEE ROLE S 10-20LOCATIONS FOR PER SUBSTRATE. HOLE LOCATIONS AND SEE TABLES 1&100 FRONT VIEW ATTACHMENT EOQE BY OTHERS, S SEE . e !' 1B•10H t a.`. SHEET 1. r., <�'.� Q Z O EDGE ..... _DISTANCE gg�� MN 2.7 K8100NCRETE OR CMUBLES MN 2.7 KSI CONCRETE OR CM IB.105 SIDE VIEW (� FRONT VIEW SIDE VIEW DETAIL D: 666 ffi O MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL$HALL BE BEYOND WALL DRESSING OR STUCCO. ��"""'''TYP'ANCHOR A PER SUBSTRATE, BEE TABLE81&108 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a � 8EE SHEETS PRODUCT RBVISBD ONLY,BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 1�0R ® aompg with do CORRECT QUANTITY AND LOCATION OF AN(2i0R3 MUST BE FOLLOWED,REFER TO THE TABLES ON THE ` HOLE T3aHding Coda FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Awapmnee No 1 .`.�.`� 1aHonDaro lip 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION MPloddal 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® SAPPLICATIONS5)FOR MASONRY IN MIAMI-DADE COUNTY,USE ONLY CO ULTRACON OR ELCO .S.AGGREGATOR MASONRY ANCHORS I-DADS COUNTY APPROVED DISTANCE FOR STEEL.STUDS THINNER THAN SEE TABLES \� A'2`.•TGENS� :'P FRONT VIEW ISOAaND COMPLIANT WITH THE FL SUaDNG 18-108 ` QCT. �' .,•* CODE•A 2X WOOD BACKER OUST USED. ATTACHMENT BY OTHERS. 58705 USEWOODANCHORSPE0S — EXTERIOR SIDE VIEW — — NOTES: Lll— � U z: •',0',a• Ir�lI 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ts A"' bF •'_�: ANCHOR VALUES MAYBE USED. FLOR\Op '�C9\� 2)SEE CORRESPONDING MULLION TABLES, SHEETS 8.17,FOR QUANTITY OF SCREWS. A.LYNN�IIyL�ER,P.E. FL P.E.#58705 DETAIL F: DETAIL G. DETAIL H: oil FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION � r (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) 0 SEE DETAILS A•E, 2! p SHEETS 2AND 3 FOR WSTALLATIO4 $V OR 43' SY TO SPECIFIC SUBSTRATES. BAY MULL ri MULLION l+ � O 'II IIS O Z 0 0 0 o a O 0 O LD O O TOP VIEW SIDE VIEW W p� . SHOWN WITH rx4•x.12B' I TOP VIEW I I m o MULLIONI I I I TYP.ANCHOR ,S EXTERIOR I I I I ID PERSUBSTRATE, CI I I SEE TABLES 12B OR 13B Z STANDARD MULLION CLIP I TYP.ANCHOR MODIFIED TO FIT FIELD I I SKTAABLMODIFIED1B m I EXTERIOR r CONDITIONS. I 11 I I Vr'1 W I I I 7X WANGLE CLIP, � Q I I I I I 2 PER MULLION END.MUST BE MULLION j I I I I INSTALLED INSIDE OF BAY M3BL !I I I I ANGLE CLIP, H N 2PER MULLION END, MUST BE INSTALLED Q ? 0 INSIDE OF MULL I TYP.ANCHOR Oy PERSUBSTRATE, SEE TABLES 1B•109 INTO WOOD. STEEL,ALUM INTO WOW,STEEL, STANDARD CLIP TO BE EXTERIOR ORMASDNRY EXTERIOR ALUM,CM OR MASONRY MODIFIED IN•FIELO. OeoGEOL�a _(.�•-"� '-*— PRODuCTRSVISBD P8R^lY F BUOdWpIfte im do F1mdB ® I INrowooD.sTBEL 1 Aoaoyl��Pb j ® ® 1:7 DGE kTANCE By EACHOR DIST GEE PFR ANCHOR NOTES FOR INSTALLATION OPTION G&H `��•r,`T`�r��GENSE'•''•�'p �� 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ; �c NOTES FOR INSTALLATION OPTIONS F. — *: ND 58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28°X 2.1 V X.125'MULLION. 2)DETAIL G:SEE TABLES 1B•11 B FOR ANCHOR QUANTITIES AND SHEETS 16-20 FOR HOLE LOCATIONS. OL 2)SEE TABLES 18-108 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 128 OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. HOLE LOCATIONS. '%0, F OR10P' (��•� A.LYNRI MILLER,P.E. FL P.E.#68705 TABLE 1A Mufflon Capacfty Tabi9 � OP-111gNNd9r(farveft4papanNtgmuMcm)oropening H9t ht(for hodwfty-spamumorri) � so In eOln 70 In so in 901n fro bl 120 In 140 In lool" ReafenrAr I TMW ftn ftaw gWar I Tmpaftlo. Re4l War I TmW7nmg. ReoWgLder I T % RmtwW4er I 7moyftM Reofereldm TlWrdwg Rectmgvtm Tmffft . & iteWhlmg. Reat®gldar I TMOT&g. e 4 Ix2x.I 6 Lmrnrlg uttem Loaft Lmd9g L"ft Lawft Loaft L-ft LW&Q Lwft Loamlg L-ft L-4110 Loaft Loft Lmft LoaftftnL Tu by Muftn o fin 421n 111.8 408 129,8 332 092 408 11&8 326 719 408 107.8 321 Sao 408 104.4 819 821 408 104.0 318 6&9 408 106.0 319 4&B 408 104.0 919 Sae 409 104.0 Me 8&0 4� tOQ.O 318 J 481n 74.9 $12 8&8 260 82.4 312 73A 282 99.8 312 9'7.0 248 40.8 312 892 246 41.8 912 81.9 244 379 312 01.0 244 91.2 312 61.p 244 2&8 912 81.0 241 29.4 312 61.0 244 "I 50,828 in 63.0 281 70.8 234 83.2 281 61.8 228 48.8 231 6&7 22A 99.0 281 8&1 222 30.8 201 �,1 220 31.8 281 4&3 219 28.8 281 49.9 M9 V.8 281 443 219 20,0 281 49.8 219 O 54 628 20 67.8 207 410 247 49.8 '202 $7.6 247 44.0 1 190 329 247 41.6 108 29.2 247 39.4 194 28.3 1 247 1 3&4 103 21.8 247 3&1793 1&8 247 3&1 993 18.4 247 8&1 193uj m 8091 98.4 200 492 170 820 20D 3&q 186 27.4 2tQ 91,8 188 24,0 200 2&B 180 21.9 20p 27.1 189 18.2 200 2&9 187 10.6 200 25.0 188 O 83 N So.1 181 98.8 188 27.0 181 30.8 10223.7 161 28.0 149 20.7 181 24.8 148 18.4 181 22.8 144 18.8 181 21.7 143 W In 20.8 788 3M6 142 24.0 166 2&1 138 2a8 188 2&1 138 1&0 188 21.0 134 Z (q iQ �• 721n 222 139 23.8 120 18,6 136 lag 118 1&0 139 17.6 rib N 76 91 1&8 128 1a7 108 1&7 126 18.6 107 m In 17A 118 1&2 104 ffT I TABLE 18 ANCHOR CAPACITY ADJUSTMENT FORMULA MCItorCepaaltq Tebto(Ib6) ANCHOR CAP.e„a, N u 27k Caemte &Bk Coro. Hdioav CNU Fpler4 CMU PTWOod 44eW Dm)X( )=ANCHOR CAP.® N 8418•Q40 114'88 Elco 81ir llao 1d•BB Blue 010 Blee1 012 Btael H2 Steel MULLION CAP.®,,, AlenlotT7pa: 8116.000lmr�m 114°Qm L01ta4on 9118°Qoo UOm4on ir4•Eo Ultmaon X A1toMrCtlpPeBerrm UNmm A9Pe0efer UOmoon AigmOetor Som1(G9)8eras(a67 Sow(es) USE THIS FORMULA TOOBTAIN THE'ANCHOR Edp tuatmine Ont r aux r 211r 3tA1° I r aur r 2 trr r 3-11a r0.4e o.e4 o.s24 CAPACITY REQUIRED*CORRESPONDING TO AN V X Q O smbeamam0n 1-Se 1114• 1-14• 134• r I.11r 1-114• 1-114' 1-114• 1.114• 9-111• r 1.31r 1.316^ eeerMs41 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arch=@41V LOn.as r Fu mdo6 Cup ft 1X Mme 880 me 450 lbs MR* IS4416a 270 on MOM 964 740 roe 488 me 884 me 1192 ma me 420 680 ma OPENING,WHEN IT IS LOWER THAN THE MULLION a 4 An4bpe 6 1.98°Mbl.0.411 81et8imd(a00eA)C9P(F1W 2k 4811 ma 700me WA WA WA WA MUM WA WA WA WA WA 882 me 6401be 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED a A ®s•N n O.C.r l2!IDtBA g e(2lpe r(Flg.3j 78°me m pe 860 ma ism 1m 1698 me go Oe M roe WA 780 fire 9398M 680 ma 2384 me 652Ilm 640 ma 11�pre MULLION,IT WILL YIELD A MINIMUM ANCHOR a Atehae Q 0.48'MUI.as i UCOp.No 1r8° WA WA WA WA WA WA WA I WA WA I WA WA WA WA WA 718 ms CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aootraf FLOP(FI2.B}: 166 ma 196 Oe 2261ba 448 me 971 ma 136 rm 140 me 177 TH 370 on 234 me 3321ha am[be 168 ma 210 me 290 me ADDITIONAL ANCHOR OPTIONS FROM THE 2A1113110001.10"mm°.Cl FfiAp 240 ma 960 ma WA WA WA WA 180me WA WA WA WA WA 3nft 420Oe 880 ma ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCTREVMD 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. ea oomplyft with dw Flit" • 0 • • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1 AmT f. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 0 19 *0 IGURE S)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 18-20. By product ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN 2.1 THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. II \\111111 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L 126' ,�� (a�,� ••••• /1(F�� FIGURE 4: FIGURE 6: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED ��,. \GENSF •, YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE S8346 AND BE A MINIMUM OF,126• LTHICKEAST STEEL STUDS TO BE A MINIMUM GRADE 33 AND.048'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT 1•x r x.126'MULLION N°.58706 � III IIS IIS IIS � v�� IUI�IUI�� ,�T�•1�wTHICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND OL ST rF OF A.LYN1 N MILL@it,P.E. FL P.E.#SM TABLE 2A Mullion Capacily Table fbsM 0 �Ar� Opening WId87(tor darlca*spannhlg mullions)or Opening Hetght(for hodtoltt*sparndlp mutlarm) �{ 60N BON 70 BDN OON Immo 120N 140N ISO In d( R-W%Wm I Tmp/niaS Rmtmpuiar Tmprrrlmg. RWWWW Tm011fte Reoleru4ar Tm*Tftix mwrden6. Re-R9dar TMOT-0. ReM®N14m TmplTdmg. R ulm TmpRdanz ReotergoNr ftNT&M. b 6 1It2x.376 toady L--em L4aft `Loft Loaft Loemrg Lawam t.oaa� Laeft LwAft Loeft Lee1>du LasW10 LomNg Lowing LwQInB L-ft 11 1t Alum.Tube mullion z m 42 In 170.0 870 170.0 436 161.3 882 170.0 478 IM7 882 17MO 808 1118 662 1698 818 100.8 1 882 188.8 817 00.8 882 188.8 817 76.7 882 168.8 817 64.8 1 882 f21.7 = 80.7 662 lM9 817 0 48N 121.8 601 138.0 470 107.4 807 118.2 410 86.9 807 1097 403 78.0 807 1026 398 87.0 807 WS 307 $MS 607 69.0 396 80.7 897 99.0 3W 43.4 607 3&0 607 98.0 398 J 60.BTD In 103.7 4W 114.8 378 88.4 468 9&0 371 74.1 4W 90.8 384 84.8 458 64.8 3W 67.8 468 81.3 367 81.8 458 80.0 355 43.2 469 890 388 37,0 468 324 4W 80.0 388 O! 64N 68A 400 83.3 938 71.2 400 80.9 $26 01.0 400 727 322 624 4W 67.3 319 47.6 400 04.0 318 427 400 62.3 3U 35.6 400 81.0 313 30.6 400 26.7 4W 81.0 313 m 11 WN 82.23 324 W.9 278 61.8 921 57.5 270 44.6 324 51.2 284 3&e 324 499 280 34.8 324 43.8 707 31.1 924 420 266 28.0 324 40.5 263 77.2 324 10.8 324 40.6 263 kiln 63.6 284 87A 282 44.8 204 492 248 38.4 294 43.8 241 33.6 204 398 237 298 284 37.1 734 26.8 280 35.2 2.82 224 284 38.6 290 19.2 264 18.8 284 33.4 230 06 N 46.0 268 498 290 39.0 288 424 225 33A 268 37.6 227 292 288 84.1 218 20.0 268 $1.8 218 23.4 288 28.6 212 18.8gma 9&7 288 14.8 268 27.7 209 Z �� • -a,-, N 38.0 87.9 108 00.0 225 92.2 187 21.7 228 28.1 iB8 726 226 21L8 786 20.0 225 T3.8 182 190 226 22.1 1W 1&0 729 226 10.8 176 11.3 226 18.8 776 0. 202 320 177 2&6 202 272 179 21.8 202 23.0 170 101 202 21.5 167 17.0 202 19.7 186 15.3 202 194 103 128 10.0 2G! 18.0 188 8.9 202 16.8 168 (78N 28.3 192 20.8 1W 2&B 992 211 185 �1 182 220 182 17.7 182 19.7 1W 16.7 182 78.1 167 142 182 16.8 1n 11.8 90.1 182 14A 180 &9 192 U1 150 Q saw 18.8 144 790 12B 15.4 1 144 18.1 128 WN 152 1 127 1 18.8 119 � OYOO:+� TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: Motor Capacity Table abs) ( euhnmta 27k Cmuaete &5k Corm. IbOe cmc Wed CMU Wand mew ��)X`ANCHMULLIONCAP.,,m„s,�`ANCHOR CAP. � N � 6l18'Else INC 98 Eloe 6118°Men 1/4'86 Elan 870 Steel 1112 Steel #12 Ste® H AWwlyps 3178.040 Uhmm 114'MM UlNmon 9118•Elan Macon tl4•Elan Ultmoon V �( Q O Atxho7 Clip Patterns IBtruar AggmOdor lamoon AggmQater 8meo(IM eomw(tiB 8amm(CB) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge DW ms(InB r I 2-1W I I- 2-11r 3.118' r 2-7rr I. 1 2-0r 2 MW 2° 0.48^ 9.54• mow CAPACITY REQUIRED'CORRESPONDING TO AN �y Embedmad 6n Iaw 14W 1.214• tank^ P 1.1/0 1.114• 7.114• 1-IW 1.114• 1-v4' T 1-316' lase° (eee ants 4) ACTUAL PRESSURE REQUIREMENT FOR THE g py O 2 Anotmm 4.76°M O.C.I Bmrdoni c, 721p(flg,t7. 3W the 998Ibe 450th. MUM 1044 On 279Ihe 280 bs 3541be 740 ft 4W me 884 roe 11111 roe 328 roe 420 The Ibe OPENING,WHEN IT IS LOWER THAN THE MULLION �a 4 Andlma 0 CIO`Men O.C.I SterSlmd(or ow COp(FIs 71: 4 i ma 7091 WA WA WA A mum WA WA WA WA Wn Wz me Boo roe 112o to CAPACITY(FROM THE TABLE)OF THE SELECTED � 4 Armlmm 0 7 MN.O.G I R1236Arab Cops I ft.4 7801bs MOPS 690 Ih3 158006 1808 W 540166 80 106 WA 780 lbs 898lbs am m9 238406 862 On 840113 1120113 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Almhps 0.48° O.G!U•4Op,bdo'UB'AOen.(F10,Ok WA WA WA WA WA WA WA WA WA WA WA WA WA .WA 718 Its CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anolar/F4Xp ft 6): 9W Om 185 p6 no Ibe 446103 622 n6 135 ft 140 the 177 m3 37066 234 Sm 332 an 591 m9 189 e6 710 Ns - 2W W9 ADDITIONAL ANCHOR OPTIONS FROM THE 2 AroMle®1.W Mtn O.CJF-C3P 6'10.e); Bin. 9W Om WA WA WA I WA 100 UM I WA I WA WA WA WA 30 nm 420Ibs 880163 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. J%ODUCT RB FIGURE 1: FIGURE 2: TABLE NOTES: es cornplyiniiwim the Fiat,& • • . B9Idi66 Com I O 0710 . • 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. 1.000' f+ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE Bjyj{gg� FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. 2000" 11711 I I I I I ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN L � THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. I�FP'�'� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDL .376° �Q �\ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOW SHALL BE PRESSURE-TREATED *•' No,68705 FIGURE 4: FIGURE 6: FIGURE& YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE t�1-T6 AND BE A MINIMUM OF.12G _ THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT� LEAST.126°THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �TAP4 THE MATERIAL �1 • l/: mo A.L1�NI(1 MILL R,P.E. FL P.E.#68701 TABLE 3A Mumon capacity Table abstF6 ® � Opening Width(forvaroca y.9paredrg7 mmuMolm)or Opening HeWht(for hcrWr4a4,spalmmirS niloore) #�, SO N so In 7010 9010 BO N 10010 12010 14010 18010 TndrA 1 s 2.75S T Reot�da TrepfMmm. Retlanguler rymm. ReeNnBdar Tiapm}en8. Rem Ta7yrAenD. ReoNnfluter TmpR8en9. RecIna TiOp/Er Reaarm.dm T(1p7rAa4 R-fmpaar T4ap7rdanD. V Q r .375Abtm, Lowm � Lmdbm L-00 Loaft Lo dflm waft Laama9 Looft Loaft Log Lou" Loaft Loaft 1awft LoaftLowng Loft oY4 {F53 Tube 1111111 1 Tfil 4210 17&0 820 1170.0 438 17UO 744 1170.01 478 170.0 880 17&0 am 170.0 BB2 /7&O 819 170.0 1118 1170.0 821 170.0 1240 170.0 621 14&7 1301 17&0 WI 127.6 1301 170.0 621 111.6 1301 170.0 621 z ABN 170.0 708 170.0 824 170.0 880 17&0 861 170.0 882 170.0 $10 170.0 1193 170.0 881 161.8 1139 17&0 877 180.6 1139 170.0 880 119.9 1139 170.0 8� 87.8 1138 170,0 �p 88.4 1199 17&0 800 80.82610 170.0 747 170.0 883 170.0 898 170.0 831 167,6 1032 170.0 084 148.8 1032 17&0 723 130.6 1032 170.0 747 117.4 1082 170.0 760 97.9 1032 17&0 789 8&8 1032 170.0 788 MA 1R@ 17&0 768 64 N 170.0 787 170.0 612 181.3 907 170.0 881 1392 807 164.7 790 120.0 807 1828 720 107.8 907 146.0 714 9&B 907 141.1 710 BAD 807 14&0 708 8&1 007 140.0 708 80.8 Bp7 140.0 7� m 6010 141.1 736 181.8 828 197.8 736 130.3 811 100,8 798 11&0 800 882 738 106.2 880 7&4 738 08.8 803 70.8 796 "A 878 6&e 736 91.8 674 6&4 186 91.8 674 44.1 730 91.8 874 � m 63 In 121.8 688 130.0 070 101.8 088 1118 867 87.0 888 9&9 847 78.2 688 90.1 638 87.7 680 83.9 631 8&9 880 79.0 628 8&8 � 7&8 &R1 4&6 888 78.6 821 38.1 008 75.8 821 S� 8810 108.0 1 807 1112.4 822 88.8 807 98,1 611 7&i 807 88,0 801 082 807 77,1 493 88.8 807 71.8 466 83.0 807 81.8 481 09.2 807 8&4 478 87.9 997 827 474 93,1 807 827 474 Z ffi' J Mb 81,6 810 88.8 443 B&O 810 73.0 434 88.3 f0 84.3 426 61.0 810 87.8 418 4&4 BID 63.3 419 4&6 610 89.0 408 SAD 610 4W) 402 28.2 810 44.4 3M 268 610 44.3 389 ? (n 7810 8&4 458 72.a 400 87.0 450 61.7 992 4&9 466 61.1 906 43./ 468 /8.0 376 9&6 469 44.8 973 34.7 408 41.6 388 a&8 488 97.7 382 24.6 488 3&0 389 21.7 480 3&7 980 7810 94.2 1136 07.0 301 83.8 436 68.8 373 48.9 1196 49.8 388 40.1 438 44.7 390 98.7 436 40.9 386 92.1 436 98.1 361 28.8 436 34.4 344 229 438 LLL 920 341 20.1 486 322 &0 ` BON 41.6 927 421 29D 80.8 317 3&A 2BD 28.8 3r/ 31.8 280 28.1 327 2&3 276 292 827 227 271 20.8 raj 23.7 � 17.4 327 21.0 282 14.8 927 18.9 208 BBN 34A 287 86.4 287 2&7 207 208 282 24.8 2Bd d 7 28.0 248 218 287 23.1 244 18.1 287 20.8 240 17.2 287 19.3 237 14A 297 18.8 232 N X's � �� IOa N 242 227 24.7 206 202 2V 208 201 17.9 227 1&0 198 19.1 18.0 188 111 N 223 216 227 194 18,0 218 19.1 191 1&8 218 10.6 198n 120 N 178 180 17.9 187 FR- qji1c14 X Q 'STABLE38 ANCHOR CAPACITY ADJUSTMENTPORMULA � a orCea Table(Are) ANCHOR CAP. DOOM* 27k Comets &8k Caro. 4mw cmu PIAad cmu PT Wood ►tefat �)X\MULLION 'ANCHOR CAP.,Q, 0' Aeomrlypx 3MW Elco Ultmm U4"Ebo un111oan Ntr Etao ane•Elan u0nmml fid•Eton Uft. U4"86 Eft 6118"Eloo 114"99 Etm 010lseal eta 8tee1 Ota Steel Atwtwt CUP PaHerre unmoor. Appfe4iBla llUteaall AypaGmar 6olativ((8)Boaso ROS amm(am USE THIS FORMULA TO OBTAIN THE"ANCHOR Edp defame(Ny 1" Mrd' 1• I 2-w 0-1/0' 1' 2-frr 1' 2.141 r 3•tir r 0.4V 0.64" D.9?A" CAPACITY REQUIRED`CORRESPONDING TO AN embmlmmd(N• I-w iso' 1244' 1s4' r I_Iw 1-U6" 1-114' 1-1w 1-im 1.114, r tars 1408• Leas nae 4) ACTUAL PRESSURE REQUIREMENT FOR THE 2AOGfae(A a.7 a.o.a/ or ctDrol ft.1): SM me 3e0 the /BD 038890 me 184400 270iea 280 ms 984 ma 740011 480 me seams 118292 328 tlo 4201M eW 9p OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Anobwe 0 1.1F WM as I Mmdwd(w Olam)CDP M* 460 ft 70D Om WA WA WA WA 980 ma WA WA WA WA WA 882 Do 840 me 1120 Dm CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arwtwm®r MN.as t q 216 ArOv wpe/ a): 780 rm M Dw BBD me Isso me imams 840 ft to am WA 7w nm R me NO[be 23B4lb3 652 m6 eao me 1120 ftMULLION.R WILL YIELD A MINIMUM ANCHOR 2 Amhas®0.48'M M O.C. I UMP,Nm 118'Alum.(Pig.4}: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 716 On CAPACITY WHICH MAY BE USED 70 QUALIFY 1 Ar&Wl F•4NP g1p. 196 me 198 ma 226 On WH* o22 Dn 136Ibs 140 lbs 177 ms 37088 234 me 332 Ow e91 pw 189 Dm 2101be280 ma ADDITIONAL ANCHOR OPTIONS FROM THE 2 Atwlwm 1.iC MOL O.OJ Fd9Jp(Flq. 210166 1 3802e WA WA WA WA 100 me WA WA WA WA WA Iba 1 4200, 1 8808, ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21, PRODUCT REVISED as mmlAyingwith f Flarlds Ekd FIGURE 1: FIGURE 2 • • . lill e • TABLE NOTES: 1 1.000° I- By 0la 01)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)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS 18 ALLOWABLE. �``pN`I LY,.., 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. 2760" �` y10ENSF ;F0. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN 7k THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.2D. = *: No.6870577- ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED *0, - FIGURE 4: FIGURE 6: FIGURE 8 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED A YELLOW SOUTHERN PINE WITH AN SG OF 0.68.ALUMINUM SHALL BE 8083-TS AND BE A MINIMUM OF.126° STA OF .. �[/ • 0 - THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT '•.,�COR10P•' LEAST.126'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 276"X•376"MULLION RFs G � THE MATERIAL '�.,S1ONA1 A LY/I�IN MILLER,P.E. FL P.E.#58705 ( TABLE4A---�'I O Mu11Ion Ca Pacify 1`e-61e -- Opening W1d09i ons)or Opening Height(for horizontally-spanning mullions) Go in 08 bi 70 in 8D In OO in 100 in 1081n 149 b1 1 x 2.76 x RmMnPW TAWRIWO ReatalgWm TmWReolwaWm TmpRSag. Re4lengWw Tmpletwlg. RaWrOWm I TwOlI -a Reotmsula Tri. Reotmom I Tmpn'V(ang. Reelm®tdm I Tmpffiimtg. RectmOWer- 7(�r7Aeip, y J960 Alum. 14 "9 Lee®g LOaW6 toe�g p L0ea7ng toemng Loaning 2 Loamlg Loam toa BnD 4 L-ft • L� Loaft toemW 1.0" i and ng Loaning I.oedh g p� Tube Mt n ^6 II I I I I z a 4701 170.0 BYO 170.0 1 488 170.0 744 170.0 479 170.0 85 170.0 808 170.0 997 17x0 61e 170.0 1110 170.0 821 170.0 1210 17x0 821 170.0 1488 TIQO 60.1 188.7 18[0 1780 671 lase 1820 170.0 821 48 In 170,0 709 170.0 624 170.0 0.89 170.0 684 170,0 882 170.0 880 170.0 IISS 170.0 881 170.0 12M 170.0 077 170.0 1417 17MO 680 141.7 1417 170.0 880 121.6 1417 VOLO 808 Io&$ 1417 970.0 e60 6a829m 170,0 747 170.0 68.9 17x0 698 170.0 W1 170.0 1098 770.0 680 170.0 1185 170.0 723 1828 1208 170.0 747 1483 1288 170.0 788 121.9 1288 170.0 788 104.8 1288 170.0 75 91.4 1208 170.0 788 `S 84N 170.0 7W 170.0 812 97x0 988 170.0 881 17x0 1118 170.0 780 190.7 1130 170.0 088 139.0 1180 170.0 897 120.8 1930 /70.0 866 I= 1108 170.0 881 681 1130 770.0 861 76.9 1108 170.0 861 60 In 170.0 688 170.0 701 14&8 618 1829 781 128.8 995 144.8 748 109.8 918 1928 795 078 815 123.9 728 87.9 915 118.8 720 75.2 915 114.4 715 610 916 114.4 716 54.9 818 114.4 716 8311. 181.8 890 181.9 718 120.6 808 1310 894 108.5 SW 779.2 891 04.9 990 1172 670 84.4 880 100.8 802 73.9 880 98.4 BSB OaS 630 04.8 SO 54.2 808 "I 848 47.4 808 94,1 449f. � 508 1921 787 108.0 880 11x0 797 918.8 899 757 700.9 87A 828 787 80.1 874 79.4 787 68.1 809 Bao 787 80.2 8W 65.0 767 70.0 883 47.2 787 78.2 889 41.3 767 78,2 881 Z � J 72 In 101.7 808 Me 882 64.8 898 01.0 840 727 898 60.1 ON 816 898 722 521 88.6 639 889 814 819 BN 623 908 424 638 57.2 080 98.3 60.8 08.3 497 31.8 We 68,2 497 ? � 7811. 889 671 90.4 498 721 GTI 788 408 87.4 470 99.1 577 80.6 471 48.0 571 68.8 484 43.2 571 61.8 459 380 877 47.0 451 90,9 871 448 447 27.0 871 44.6 449 78 in 60.0 642 89.4 474 6&7 842 70.8 089 971 542 9x1 458 50.0 Ile 89.7 440 44.4 842 91.0 442 40.0 892 47.5 437 318 842 4x9 420 288 842 40.8 425 08.0 542 40.1 423 � 9011. 521 407 08.7 381 414 407 45.4 308 372 407 399 340 32.9 407 30.8 343 288 407 32.1 338 28.0 407 288 334 21.7 407 781 927 18.8 407 241 322 1 40f 06 in/ 429 350 44.1 320 30.8 085 972 314 S0.7 '48O 314 908 08.8 908 289 304 29.8 398 287 088 21.9 958 24.0 088 17.9 988 21.0 288 18.3 35 19.2 294 _ login 30.1 253 50.8 088 20.1 283 280 081 21.9 299 229 247 las 268 18.9 244 18.7 269 We 340 18.1 283 18.6 237 11101 27.8 287 283 742 28.7 287' 28.8 798 1&6 29 2116 789 17.9 '087 18.9 231 10.4 287 188 7J9 Y N �/J 108N 220 220 2x0. 2JB las 089 70.5 205 1fl7 229 tee 2Cd Q X = O TABLE Q ArlchorCepaaHy Teble(Ibe) ANCHOR CAPACITY ADJUSTMENT FORMULA: Walatx Wk 181cO4n9 Oioumcmu Fmeeot5u viwo44 e4am1 ��)X� NCHOR MULL ION 'ANCHORCAP.� ens E m 1r4°ss Elm 5r1B'Elm IW SSElm 610 peel 6128ted 012 8tee1 USE THIS FORMULA TO OBTAIN THE°ANCHOR AnOhOr COp PeQema �6� p18'eleo lebaaen 9/e E14o Uit1wml ub=ml 3718'Elm lmraeon 114°Om l2tteoon AgweGdm Win= A or 8m (Gfl)8omw(OM Scm(O8) Edge lnetmme Ong r 2•vr 1° 2-Ur 3.1w r 2-Ur r 2-IW r 3.1re' r 0.49° 094° o" CAPACITY REQUIRED'CORRESPONDING TO AN Embemnent On 7,84° 14r< 1•ar4• 1418 r 1-v4' 1-lie 1-1r 1-ve I.1re 7-ve r fore 14re° (eee 1�e 4! ACTUAL PRESSURE REQUIREMENT FOR THE 2 •4.79°GfOt O. t pmmm m CUPO IB 1g 8s9 Um 5o o 45 me 5o U 7940.me -60Ia leo 384 roe 740 488 m4 51 ibe 11871be 328 Um 50 6m OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AftWM®9.18'WM O.C.7 OWnWN(mOW CUP ft.2g 46011m MMS MA WA WA WA 380 me WA WA RVA WA WA saw 1120 Ufa CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amkae a 3°rmn.O.o.1 W ZOAft&ape I ft sg 708 On 760HO OW g s 150 lbs 1088 me 540 me 50 ma WA 760 Ure 9W ou 85 The 238401. on me 1720 8u MULLION.IT WILL YIELD A MINIMUM ANCHOR z An4lare t{d a4S mut o.0 1 tH2In Imo Ire'AWm Q Ig 47 WA wA w1. wA wA wA wA Wa Wa wa wA Wa wA 719 ma CAPACITY WHICH MAY 8E USED TO QUALIFY 1 Anehm/RL9p 6g 198 ma 198 m3 225Ike 446 On O22 Om 136160. 140 lbs 177 On 970 ma 234 ma 332I1m 591 me 16302 go I leo m8 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anohme®1.78'0818.O.CJ F-MP(Ft9,p; 240 The 359Po WA WA WA wA 15 ma WA WA WA wA wA 908 m9 420 Ills 880 Uta ANCHOR CAPACITY TABLE. PRODUCT RBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. Ias c�1 with tiro FkW* Colk FIGURE 1: FIGURE 2: TABLE NOTES: A`m ll O297p" 1.000° f- • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. T By O O • 1111 • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I 1111 l 1111 ,�` pNy......•Mi4 ",,, FIGURE 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. 2750° � ''I ICENSF'•��Q ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN Q • • • • THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. * N0,58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED = CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.M.WOOD SHALL BE PRESSURE-TREATED 880' 0 ; FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6089-TO AND BE A MINIMUM OF.126' ST E� (I CU THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(16 OAUOE}STRUCTURAL STEEL TO BE AT �O�'•• O • LEAST.126'THICK AND A38,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1•X 2.76'X.880°MUWON • • • THE MATERIAL A LYNI�MILL R,P.E. FL P.E.#68705 TABLE 6A MuMonCapacity Table ® � Opening WMth((orvsffl a*spamdtg mu@om)or Opening Helght(forhoft"*9penNrog mtflorm) �+� 1. a BON BON 70N &IN BON 10DN 120N 1.40N "a in t; ROW MUIW I TMWTft . Redmmdm I TmPTdmm. RaotNmdm Twndmv. ftmmLkr TwIlw1u. fmmermutm trep/f0801 Rectmmd® Tmnfty. Redmml0m Tmvr*m. Reetangdm Tta ftm, TreldTOmm. C 1"x 3.126"x �m Um1Btm Lmmrty Loa6m LOaBim Iortg Lo" Loamtg Lmft LoedR9 � L-0119 L064IRB Wedre L-&M AWm TIS fill, 6 III, It fill, h I I 0 42 In 170.0 820 170.0 498 170.0 744 170.0 478 970.0 00 97$0 � MO BB2 170.0 010 ,70.0 1916 17MO 871 170.0 1240 170.0 521 170.0 1480 170A 821 170.0 1798 170.0 821 984.4 1802 170.0 821 O 48 In 770.0 708 170.0 824 170.0 BW 170.0 084 170.0 00 1700 00 170.0 1133 Me 881 170.0 1278 170.0 On 77$0 1417 170.0 880 167.7 1877 170.0 880 138.1 1877 170.0 880 198.2 1877 170.0 80 -1 60.828N 1700 747 170.0 889 170.0 8es 1700 031 1700 1040 9700 080 1700 1196 Me 723 1740 1368 170.0 747 170.0 1404 170.0 768 141.7 1406 170.0 788 121.8 1496 170.0 les 108.9 1488 170,0 788 W p� 84N 170.0 76/ 7740 812 170,0 9es 170.0 01 1740 ,118 170.0 784 MO 1278 1700 803 16MI 14M 170.0 037 1408 1401 170.0 80 1240 1401 170.0 881 106.8 1401 170.0 est 88.4 1409 170.0 881 OO In IMO 888 1700 701 17MO 100 170.0 707 15&5 1166 1700 878 138.7 1188 167.0 828 12.9.3 ,188 188.8 917 1%0 Ices 149.7 910 026 Iles 144.6 90 70,3 1180 144.6 80.9 09.4 1160 144.8 ON 170.0-00 170.0 748 1808 1040 1700 800 137.0 1049 IRS 880 110.8 100 141.7 60 108.8 1048 1820 00 989 1009 128.8 828 70.0 1049 110.9 � 80.8 1009 110.9 818 8$B 9009 N8.9 819 ON 188.8 966 170.0 780 19&0 888 161.3 804 1101 888 195.7 788 104.2 00 121A 778 828 088 1128 70 83.4 088 1004 787 0.6 08 98.8 740 88.8 00 0.7 746 U'2, 00 0.7 748 Z � 72 N 12U 803 134.8 807 107.0 B0 114.9 60 81.8 00 109.1 070 80.3 � 902 80 71.4 03 83.9 Be 802 809 7$B 042[42.. 05 72.2 4&8 80 88.8 828 40.1 0S 89.7 07 a J 78 N 1022 721 114.1 00 99.0 721 07,0 818 70.0 727 86,1 B0 0.3 721 M. 06 80.7 729 70.1 BBB 84.8 721 08.4 679 721 0.4 80 39.0 771 88.8 804 94.1 721 6$1 80 J 78 N 101.0 884 106A 80 84.2 884 80.4 661 722 884 78.4 878 83.1 881 704 887 0.1 880 94.4 888 40.6 884 628 661 884 60.1 541 S$1 884 51.9 8341 91.8 09 !>4.0 830 Z ON 868 814 07.0 40 84A 814 87.3 448 47.0 814 0.0 440 41.1 814 44.8 433 98.8 814 448 427 928 814 97.3 429 814 35.0 412 23.8 014 90.4 408 208 814 2$0 409 -842 482 0.7 404 462 4$2 47.0 8es 30,7 462 449 800 93.e 4ffi 0.4 984 30.1 328 070 27.1 462 309 373 40 XS 90 1$4 402 242 369 I$9 462 718 355 (n b 989 867 828 S72 31.7 987 82.7 817 272 387 28.4 912 29.0 387 282 30 21.1 387 227 30 19.0 987 �.8 20 587 1$0 20 108 387 18.2 287 .11.8 . 28398.1 S88 88,0 08 29.2 338 90.1 909 280 30 181 les 21e 80 29,1 282 115 938 20.8 20 17.8 338 10.0 284 Me ,$8 270 12.8 338 14.8 273 11.0 838 19A 10 � rj N 120N 27.710 282 20 19.1 les 7d.7 280 1$8 10 0.8 les 17.920 10.1 262 104 288 18.3 249 ,341 IBB ,49 248 11.8 289 ,28 240 $8 20 11,4 Z0 $7 20 104 282 TABLE 641 Anohor Capacity Table(M) ANCHOR CAPACITY ADJUSTMENT FORMULA, CoCo (ANCHOR CAP. t_ 27k Cm1mde $Bk Cotta CMU FDEO CMU I°'I'VYooO AAeml (OP-)X`MULLION CAP.,,„,"„/ ANCHOR CAP.,,, -�k AOW16C MPs 3118°Elco U two 914'�ubsoon 8116 Efoo 9198'QOo Mora l 1/4'EICO Unman 114'8S EOw 8Ma EOw 114'SS Etas 9108ted #12 Sted Mated 'ANCHOR A1lehorC/pPattem9 unmoor A9988dw W E= A Bmew06)SMM(OBI Bomw(O!0 USE CAPACITY FORMULA REQTO OBTAIN THE IRW CORRESPONDINGTOAN e1�08Ww 0t r 2-117 1' &I/8 S-W v 2-,/2' 1° 2.1/2' r 3.118° r 0.42- aw 0.324° ACTUAL YRE88URE REQUIREMENT FOR THE Emhe6mae 0* Fara• taro' taro^ farm 7 I-1/4' I-1Br' ,-IAB 1-1w 1-Im 1-v4' r lata 1.318' (em rom 4l ACTUALOPENINGPRESSURE IT 18 LOWER THAN THE MULLION zAmfpm 4. MN.0.0,/BtetldEld 411P 0`I& 200 me 3900E 460 0E SWUM , 07-29-ft 2es 394 8E 7408E 40 ft 684 8E 1182 On 928 1bE 420/ ft CAPACITY(FROM THE TABLE)OF THE SELECTED 4Alwhme®1.18°Min O.C. 8terdmd COp .�: 40108 700 Rn WA NIA WA WA 9es 0E WA WA WA WA WA MUM 890 me 1120 8m MULLION.IT WELL YIELD A MINIMUM ANCHOR 4Anohme 0 a MN.O.C./Wa16A18N p092-3}: 780me 780om Seo um lessfns less8E 040Us Genf WA 760 Ne 90 DE 000 UB 2384 me 882 BE 8400E 9110 Bs CAPACITY WHICH MAYBE MINIMUM SED TO QUALIFY 3AI1Wmm®0.42-81in.O.G/U•COP,Ods V2-Alan.(F19.4): NIA WA NIA WA WA WA WA WA NW WA WA WA WA WA 1074 BE ADDITIONAL ANCHOR OPTIONS FROM THE 1 AROWIF-(9p lFlg.dX 1060E ISSUE 226 UE 448 On Oa Us 138 HE 14010E 17711s 9708E 234108 957 IbE I MUM 163 28 So 210 Its 08m ANCHOR CAPACITY TABLE 2 AnOMm®1.16'Min.O.C./F•COp IRR R1 2400E 9esUe N/A WA WA WA 180 U23 WA NIA WA WA WA 328 U7 420 nE 600E ('ItODUCT RBVISI NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Es oomplymgvvlbti�t% 11.000°-I BCaado FIGURE 1: FIGURE 2 TABLE NOTES: umi'a • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. e 0 IFO • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Prodlmt 14411111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOWR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3.125• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 18.20. •''VCENS@'•FP �� • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. * No.58705 _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED 2- LtU FIGURE 4 FIGURE 6: FIGURE 8: YELLOW SOUTHERN PINE WITH AN 8G OF 0.85,ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.12B• tSI-AOIrTHICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT VX 3.126'X.6°MULLIONZ` (I-VF MULLION) �i'� •'••F�ORtOP••'�j: S • LEAST.126'THICK AND A38,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i • THE MATERIAL �//1,s9/0NAl- of A.LYNU R,P.E. FL P.E.#58706 TABLE 8A Mullion Capacity Table( WIe) u Opening WWth(fm eerflca*gmmd�muMorm)or OpenMg Height(for hDftrila*spenn)ng mumons) � 31" 31" 70N 31" 601" 100 In 12D[A t40N 160 in 0�L�07�5511tr � Reowrww I TOp/fdws ReclenguTw I TmWnkm. ReAm72r4m I Tvwfr Sn9. Tep7Tdna9. m Tm#Tfty Recfinetder I 73WTdm0. RedmBNer ,ffw 089. Rmte vww TOprrden9. ReafOn9Wm l3�Tdart9. >4 9x4x.126 Losmn6 Lowft Lame Lwft Laadln9 Loaft Lowly L-ft L-mv L-&0 Laaft L4m509 Loadlg L*" L-609 Loedp9 LaedNB Loed1• Y MuIllon i W 42 In 170.01 020 170.0 438 170.01 741 17&0 470 170.0 888 170.0 me 170.0 882 17&0 818 17&0 9116 170.0 60170.0 1240 170.0 621 17&0 9480 170.0 821 14&8 1468 170.0 821 127.8 1489 170.0 621 48r 170,0 708 170.0 824 17&0 03 170.0 084 170.0 992 170.0 e3 170.0 1133 170.0 891 970.0 7278 170.0 877 168.3 1903 97a0 1 860 130.3 130$ 170.0 880 111.7 1308 170.0 080 87.7 133 170.0 630 80MBIn 170.0 747 170.0 089 170.0 098 I lmo 631 170.0 1040 17&0 684 IMO 1125 1700 721 168.1 1230 170.0 747 140.0 1236 170.0 760 IVA 1748 17&0 700 100.4 1235 170.0 769 67,8 1238 170.0 763 m_ 54 In 170.0 707 17&0 812 170.0 866 970.0 881 17&0 1118 170.0 764 134.4 1188 170.0 803 1$7.2 1180 170.0 837 123.0 1188 170.0 em 1020 Nes 170.0 861 892 116E 170.0 Bal 77.2 11811 170.0 081 m1" 17&0 808 170.0 701 188.7 1042 170.0 797 1429 1042 981.1 SM 12&1 1042 14&7 898 111.2 1042 930.8 801 100.0 1042 1303 701 6&4 1042 13.1 782 71.8 1042 12&1 702 626 1042 128.1 782 491" 170.0 03 170.0 748 1012 992 162.8 818 129.8 082 144.4 708 11&4 982 131.0 782 100.8 992 121A 788 90.7 692114.8 708 7 992 108.4 746 04.8 882 10&0 744 86.7 882 101L0 744 S� 68 In 168.4 047 17&0 769 172.6 847 14&0 708 11&1 847 13.3 708 108.4 047 117.7 752 91.0 047 108.7 738 827 $47 1022 727 610. 947 06.1 713 89.1 947 04.0 711 -81.7 047 04.0 711 �' 72 N 1948 848 1427 797 11&2 848 121.0 722 97.0 849 10&8 708 84,8 849 8&4 888 78.8 648 08.1 07.8 849 B27 678 08.8 848 78.9 808 4&8 849 72.6 862 426 648 724 461 = DELL c LU 761" 118.8 782 120.7 088 09.3 762 902.8 so 82A 762 00.0 640 723 782 08.8 620 64.2 782 743 020 67.9 702 09.2 613 4&1 702 e29 002 41.3 782 69.6 087 06.1 782 894 68a 76N 90&B 720 191.4 894 89.0 724 e4.6 821 70.3 724 628 809 68.8 714 74.4 606 89.4 724 88.9 081 83.4 724 09.4 088 44.8 724 67.3 673 3&2 724 04.3- 607 33.4 72q 8&e 31" 69.6 849 71.8 4W 08.0 649 08,7 474 48.7 843 a2.8 488 416 843 47.1 408 08.0 843 42.8 4821 34,8 $93 $9.5 448 29.0 849 34.9 43 24.8 049 921 43 M.7 843 3.7 428 Win 87.3 478 08.0 427 47.6 478 49.7 418 40.9 478 49.2 412 9&e 478 3&6 408 91.8 476 34.0 408 2&7 478 920 996 29.8 478 28.1 808 20.8 97e 28.9 30 77.9 474 24.2 978 47 97 108N '10.9 977 49.1 841 33.6 977 $4.4 WS 2&8 377 3.0 S90 2&2 377 26,4 325 224 377 no 321 20.9 377 220 $17 199 377 18.0 3W 14.4 977 17.1 909 0.N- 111 N 371 357 97,6 92S 3.9 987 $1.8 310 08,8 357 27.6 918 29R 37 24.4 309 20.8 SW 220 306 18.6 387 20.1 307 16.4 357 17.4 299 x V 120 N 20.3 308 26.8 270 20.8 808 2&1 274 21.0 308 27.7 270 10.9 183 �/ 18.3 908 17.9 289 Q x Q 1441" n.o ztt n.z tin - a TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCapaoily Table(160.) )X ANCHOR CAP.,, ,.�-ANCHOR CAP. ube00te: 27k Concrete &8k Cam NaAmn CMU Fined CMU PT Wood Metro MULLION Mir Ran 114°SS Elea 0174•Elco 110 98 Ba 010 StW 012 Stmt 012 Stetl Anchor CDp Pattani9 A"6 �1r Am v4°E w U16ma7 Utraam 3118'Elm Int em v4 Elan 138eran AMeDemr IAtmw swam(OS Sam(m 8mm pm USE THIS FORMULA TO OBTAIN THE*ANCHOR CAPACITY REQUIRED"CORRESPONDING TO AN Edge Dlsim78e an} 1° 2-1a° 1° 2-va s-va v 2.12° 1 2-lir r 3-tr6° r 0.4a° 0.54• &$2a° ACTUAL PRESSURE REQUIREMENT FOR THE Embeanmm any law 1x14' law• law° r 1-114• 1-vd° 1-v4° 1-1w° 1-v4^ 1-v4° r 1x18° 1$76° (em nate 4) OPENING,WHEN IT 18 LOWER THAN THE MULLION 2 411476°Mh O.C./SWtftd C11p(R9.7 #- 390 300 We 460 690 On 1844 MS 270 na 280119 $54108 140 rob 408 roe 084 the 1182 $z0.rob 40M 508 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 A17ohae®2.2V WL O.C.1 SWrftdCflp(Fig.9): 700 @e 700 am Bin 83 141023 85203 WA 58003 WA GUM WA 83 U WA 66211• 840(M 1120163 MULLION.IT WILL YIELD A MINIMUM ANCHOR 8 kWh=a mr M6L O.C.I Standard Mp ft 960 0s 1490 @s WA WA WA WA 760 Q0 WA WA WA WA WA 1364108 tam Ihs 2246Ibe CAPACITY WHICH MAY BE USED TO QUALIFY 4AW=®T WA QC./an 2x6 A091e Cope(Ra 8): 708 ro$ Inc lbs 60003 1780 03 $285lbs 540108 bin roe 708 rob 14M Ws 639 83 1328183 2104 W 65203 440 roe 113 m$ ADDITIONAL ANCHOR OPTIONS FROM THE aAnahpe�9°M6L Q.Q/(2)228Artgie Clips{Rg.B$ 497003 1170 Ib3 ,020110. 294083 260483 810875 8401bs WA 11401 140483 19201f3 ala lbs x7603 1tl3 1t7801he ANCHOR CAPACITY TABLE. PRODUCT REV18EW ky Lempl7Ng tUU6 tha Florida 4 A*=@ 0.48 MbL O.C./U WN hso va'AIUm.(Rg.7}: WA WA WA WA N!A WA WA WA NIA NO\ WA WA WA WA 1451 tbs D9dtdmg Cada r 2 And me Q 2W 841&O.C./F-00p(Fig.6); 350 @s 360 P. 290 lbs 708 Its 47603 WA 280 rA WA 016 Ore or. 440 Ibe 083 IFI 420 808 =me Aexpte0ca No,� /lp 4 AnChn @ IAW MN,O.C.I F.Mp 0'19.8): 480169 700 The WA WA NIA WA 31M lbs WA WA WA WA WA e5z i6s 840183 1120[be1.000' r- e9lanaDaro r NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. BY Mi I36d6ot FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9: TABLE NOTES: • ° O ° • ° ° • • ° ° • • • • • E01.0 Fee 111)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES ANO SHEET 22 FOR WFORMATION ON LOADING.SEESHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ENSF2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4.000° 'k i No,68705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20.ALL FIGURE 6: FIGURE& FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. o 11391%TE OF lw\ • • • • OF 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ,126` 1�0. FLpR10P �_� Cil CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW ��SS ANGLE CLIP(FIGURES 6&B)MUST BE USED IN PAIRS. STUD TO BEERN IAA MININE MUM GRADE GRADE 33 ANDu046"THICK MINUM SHALL GAUGE).STR DUCTURAL STEEL TO BE ABE A MINIMUM ST LEAST.126°THICK 7EEL �122j SON AL r 1 ° 9•X rX.126°MULUON A.LYNN MILLER,P.E. AND ASS.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, FL REM 68708 TABLE 7A MuUlon COPeally Table Ht2 ® 1B m Opening Width(tor verBcslly4ipannirlg mu1110r1s)or Opening Haight(for tmod Toffy-spanNrp muNons)50 r4 YYFgq, BON 70N BON an hi 100N 1204, ReotscMw TlLo"0 t8. > utsr T rden8, RatongLdw tag N 180 N 0 I u 4 x 378 LoadNe Lowing Loed6® Lmmne Lowq � T Loa ftg 1ta4fet ft tteprrdane R eaar 7 m rr mar Ree anawar Tegmat. Bf tl o Alum Tube LosONg I,oeONg L°emr• Loaning LoadB• Loafing R Lwft 4 Mu lJillz -42h 170.0 e2O 170.0 438 170.0 744 170.0 478 17&0 m 170.0 BOB 17&O 982 170.0 618 1740 1118 170.0 621 170.0 1240 170.0 621 170.0 1488 770.0 821 170.0 1738 170.0 521 1700 1083 1700 871 0 GM44B(n 170.0 748 170.0 824 17&0 BSD 174.0 584 1700 092 770.0 8,90 170.0 1139 170.0 881 170.0 1275 170.0 W7 170.0 1417 170.0 680 17.0 1700 170.0 seo 170.0 18&9 170.0 eao 181.8 Zo24 170.0 BBD ..J MGM In 170.0 747 770,0 6&9 170.0 898 170.0 899 770.0 1048 170,0 8H4 1700 11N 170.0 729 170,0 1348 170.0 747 1740 1494 170.0 788 170.0 1783 170.0 788 188.0 1818 170.0 788 138.8 1819 170,0 788 � 89N 170.0 787 170.0 810 170.0 868 170,0 891 1700 1118 170.0 754 17.0 1278 170.0 809 170.0 1434 170.0 837 170.0 1884 170.0 888 1800 1788 170.0 881 137.1 1788 1700 881 120.0 1788 170.0 881 LU 2 OC m BON 170.0 838 170.0 701 170,0 1069 170.0 787 170.0 1240 172.0 878 170.0 1417 170.0 044 170,0 1684 170.0 888 188.6 1819 170,0 1033 129.8 1618 170.0 1083 111.0 1618 t70.0 1083 87,2 1818 170,0 1088 m 83N 170.0 090 170.0 748 170.0 1118 17x0 880 170.0 1902 f70.0 840 170.0 7488 170.0 1018 15817 1812 170.0 1078 747.0 1842 170.0 1122 117.6 1842 188.6 1tBB 100.7 1642 167.8 1187 08.1 1642 187.0 1167 ,6 88N 770.0 874 170.0 788 170.0 1788 170.0 80d 170.0 1980 170.0 1002 180.8 1472 '170.0 1088 1428 1472 168.6 1148 129.8 1472 188.8 1130 707.1 1472 1478 11� 97.8 1470 148.0 1161 Baa 9477 148.0 1104 FA 72 in 170.0 7O� 17.0 878 170.0 1078 1740 7000 1�.8 9520 188.2 1101 132[1 1S2D 709.8 1QBa 117.3 1� 137.8 1088 1008 1372 1289 1068 88.0 1510 117.0 1024 75.4 1920 7128 1019 8&0 1Sf• NP.B 7072 ? ,r33 70 N 170.0 1122 170.0 837 148.8 1184 16&4 1019 128.2 1180 139.8 880 1122 1184 126.7 W8 09.7 1184 116.3 1184 889 1184 107.8 862 74.8 1184 87.8 998 60.7 1189 83.1 827 88.1 1180 02.9 0n . i2 72N 18&1 1124 17AC 887 138.4 7124 747,0 SW 118.8 1124 128.8 847 103.6 1124 116.6 831 82.3 1124 108,8 818 83.0 1124 98.6 we 89.2 1124 800 880 NS 1724 84.3 881 51.0 1124 833 878 J r- W N 108.1 844 111.8 760 80.1 842 84.8 738 773 Bao 821 774 87.8 844 723 717 80.1 844 68.8 702 60,0 844 87.4 888 48.0 872 843 BTB 38.8 844 Bao 888 33.8 844 47.7 882 g 98 N 88.1 712 01.8 889 74.2 742 773 060 89.8 742 673 641 B&7 742 80.8 631 49.8 747 84.1 Bat 44,8 742 48.8 614 37.1 742 43.0 800 919 742 39.0 890 77.6 74.1 37.8 881 108N 828 BB8 83.8 830 821 688 09.8 827 44.7 688 489 BIS 329 688 dt.d 608 30.8 BBB 37.5 4q 31.3 888 84.2 492 �.7 888 2&8 481 72.9 BBB 2.8 472 18.8 888 2A.5 488 111 N 679 868 68.8 809 46.0 886 49.6 498 413 B� 42.0 487 300 658 38.0 480 920 838 34.2 673 aB.8 686 31.3 407 24.0 866 27.1 457 20.8 886 24.3 448 18.0 688 71.4 442 120N 48.8 478 48.4 4.9 98.0 x S2 476 98.0 - - 478 327 420 28.8 478 20,8 414 28.3 478 28.8 408 7L8 475 249 404 10.0 478 21.1 398 189 476 107 987 14.3 478 17.2 387 � � 172 b 20.4 330 29.7 908 72.0 330 22.4 307 1.9 830 18.3 287 10.8 330 17.0 283 't 7• TABLE 7B Q A p m Cmcrete Anc r bltyTable eke) ANCHOR CAPACITY ADJUBT IENTFORMULA; �O� 8ubataden 2 HdlmrC6tU Powo?Au PT Wood Btesl (DP_)X(ANCHORCAV.,,,,,°„l ANCHORCAP.°p A1rfta44) M 2mr Elw tllumm 1/4'Moo 18860411 R�-Eko Wtm m U4'Elw LRo mn 1w°SS Ebb&IV Elco 7e4•SS EOm 010 sto 812 Steel 812 Bted MULLION CAP.,,m�,„/v Ar1c17or Clip Pffiletr3A98190st4r lataaoon Agg e(18m SuBB(C6) ,(� (� USE THIS FORMULA TO OBTAIN THE-ANCHOR Ergo m- 1' 2117 7' z-9rz 21/� r a-7r1^ r ales. r D.4a a6r o.�� CAPACITY REQUIRED°CORRESPONDING TO AN Em6e4mmtare° taxa° lett 10/4° 2° 1-U0.^ 1-v0.° 1•va• 1.1/4° t-v1' t-v4• T tare° 1318' ACTUAL PRESSURE REQUIREMENT FOR THE 2 Andmf60'g 4. Mtib.O.G Up t380 m6 880 We 460160 880 as iBg4 roe 276a,e 280ros 950 me .740 ala 488 as Bee as 1182 as MUM 420 (��<) OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Atm7m18 220 Miro.O.G/StmMeN CAPACITY(FROM THE TABLE)OF THE SELECTED ® Cap(fl00 7W as 680180 1410 Its �a a• wA s�ibe WR ego me wR BBO ib9 WA BB2 ale 840180 1124189 MULLION.IT WILL YIELD A MINIMUM ANCHOR BArshos®Ins Mao O.C./StmldeN Cap(6T010 •woo tt• WA WA WA -NA 7eo 0e WA WA WA WA �I.A 1904 as 1880 as 2040 tW CAPACITY WHICH MAY BE USED TO QUALIFY ___LAnerore fj$56114 O.C./(�798AngIB CApa(FlB•8): 780019 780 Ube morn 1780 are 5d88 are 640 roe 664 as 7081be 1480 am 838169 iS28 as ee62 m9 e40 m9 1120m9 ADDITIONAL ANCHOR OPTIONS FROM THE 6Almhos®3'MpaO.Gt(�a�Aggle pipe(Fb• 1170 Q16 1170®6 tacola 2340 ns2844 Os 810169 MRS WA 1140% 1404Bs1920 Os s 978 as 1280 as 18Bas ANCHOR CAPACITY TABLE. PRODUCT REWWD4ARMM Q 0.48 etbt O.G 1 U-Cap,Ntp t/8°(BOm,(R,47 wA wA WA WA wA WA WA WA WA WA WA wA WA 145L 169 es wmplyla'g dmwbb FtorMe 2 Andme tab°Nin.O.G/F421p(Flg.81: 960 m9 98056 290 as 705 On 47686 WA 080 m9 WA 31e lbs 0166 100 as 0 as 3�as 420O1e Raft Bulldalg Cade 4Arwhms @ 1.16'Man.O.C./F tp 480 m9 700Ibe WA WA WR WA Rate WA WA NIA WA WA Bea Bs 810 ma Na0 m9 --y 1.000° !1y; NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. maw FIGURE 1: FIGURE 2: FIGURE 3 FIGURE 4: FIGURE 8: FIGURE 9: TABLE NOTES: • ° ° o • ° ° • • jlttltlli//// 0 0 • • • • • o • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE ``�� DSV SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. !�t o ° ° • o ° ° o • ° 4.000' `� :''��CENSF '•. Q �� ° • • • • • ° • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, : *' N0.53705 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 18-20.ALL FIGURE 6: FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. O A q 3.111 - ur • • • • ��0••, S TE OF ,:�40 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301SPECIFICATIONS,HOLLOW AND GROUT-FILLED CONCRETE %.t+ '•..,FLORIOP•' • • BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE C7. J PRESSURE TREATED YELLOW SOUTHERN PINE F i WITH AN SC3 OF 0.88.ALUMINUM SHALL BE 8083.75 AND BEA MINIMUM OF.128"THICK.STEEL STUDS TO BEA MOaiMUM 378' �TS ��NAL ?�•` ANGLE CLIP(FIGURES 888)MUST BE USED IN PAIRS. GRADE 33 AND.048'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125 THICK AND A3&ALL ANCHOR$INTO /// 111111 METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1 X 4"X.376°MULLION A.LYNN MILLER,P.E. FL P.E.#bB7lT5 TABLE SA Munion copeafty Table absM OPenlnBWldfh(forunnlw*spwW" miaom)o►Openl He18M(forhodtorlmng9panNngmugons) te teN 501n M M 7013 6013 9013 100 M 120 M 140 M 160 In-WIt TiWTftm ft-QPtl 1.2"x Ra 8wc a . Reoten9 RwtangulTreplOtmt2Wer TMWTOmp. Reatm�dm raen8. ReOta�gWOT Mardr4ang, Reatatgmar T01prr11erp. Reat�War Mapf749ng. Ireo11. TMWI n9. Lamft LO9009 Lcmft Leung Lpefg Loa tO Loamrg Loaary Loaft Loemng Lawft Loafte Lcaft Lcafte 'wft 'Oft Loemng 1-08 La�a 3.188'x Y Alum Tube Mull Z 4213 170.0 820 170.0 498 170.0 744 170.0 478 170.01 813 f 770,0 I 808 170.0 892 170.D 618 170.0 1118 170.0 621 170.0 1240 770,0 827 170.0 1488 170.0 821 170.0 1736 170.0 821 *10.4.414.681 170.0 821 4813 17&0 708 770.0 874 1704MD 770.0 684 170,0 982 7/0.0 880 170.0 1193 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 aM 164.8 1848 170.0 sw 1327 1848 170.0 880 97&9 860 •-I 13.82613 770.0 747 17&0 689 770.0 888 170.0 831 170.0 1048 170.0 684 170.0 1185 170.0 723 170.0 1348 170.0 747 787,0 14M 170.0 768 13&2 1413 170.0 788 118,3 1413 170.0 768 17&0 7118 8413 170.0 797 170.0 612 170.0 866 170.0 Mt 170.0 1118 170.0 784 170.0 1275 170.0 803 18&1 1978 17&0 837 14&6 1376 170.0 8881723 7378 170.0 681 104.8 1978 170,0 Mi 87.7 1978 17&0 887 LU 8013 970.0 888 770.0 701 170.0 1083 170.0 7W 168.0 1169 170.0 878 139.0 1188 187.4 890 129.6 1168 168.8 919 191.2 1158 110.0 912 82.7 1168 144.6 NO 79.4 1188 144.0 808 89.6 Ilse 144.8 808 W i0 8313 17&0 We 170.0 745 180.1 1081 170.0 8137371 1089 968.8 1182 920.7 1061 142.0 848 106.7 1061 197.3 897 9&1 10.61 12&7 830 80.1 7061 118.6 622 88.8 1081 71&1 871 80.0 7061 118.1 821 D. so in 187.1 867 77&O 7N 188.8 967 18}.8 ase 119.4 987 194.0 780 104A 887 121.8 777 112.0 987 112.8 Ter 83.6 967 1IM8 769 69.8 867 100.0 1 780 69.7 887 0&0 748 822 OR 89.8 740 Z J� 72M 928.7 804 136.2 an 107.3 804 11&2 984 91.9 804 101.9 671 50.4 804 01.4 680 71.8 804 64.1 650 64A 804 T&B 849 se.6 ON 713 893 4&0 seg gas 628 40.2 804 8&8 828 I e. 7813 /13.4 772 914.4 813 912 722 87.2 818 7&2 722 88,91. 813 8&4 721 78.7 896 00.8 722 70.9 BM 64.7 722 8&6 BBO 48,6 772 8&6 870 39.1 722 66.7 34.2 722 88.2N4 ? l2O 7813 101.2 886 106.0 800 84.4 686 We MB 723 888 7&5 677 6&3 898 70.8 BBB OU 688 04.11 980 60.8 688 80.7 888 42.2 888 1 54.3 643r3B.2 M6 8/A 597 91.8 aM 8&7 898801n 13.9 818 88.0 487 64.8 816 87.8 448 41.1 818 80.1 447 41.2 816 44.7 494 38.8 618 4D,8 428 83.0 818 37.4 422 27.86183&1 413 618 30.6 407 20A 618 !.1 404 x88M86.8 4D4 46,3453 47.1 397 O&6 483 41.0 391 3&9 483 3&4 988 30.2 403 33.0 970 27.2 463 30.4 374 228 453 29.6 9M 463 24.3 350 17.0 463 229 9M N IMM 9&1 313 3&0 323 31.8 388 326 315 27.2 3M 26.4 319 29.8 3M 2&2 313 211 358 227 304 1&1 3S 20.8 313 78.8 313 18.0 203 N 911 M 3&1 338 3&8 313 78,3 938 30.1 137 28,1 313 2&i 297 aa.0 998 29.2 293 19.5 338 20.9 289 17.8 999 19.1 288 M 12013 27.8 780 28.9 284 73,2 %0 2&8 213 1&O 200 20.0 2se 17.4 MO 181 289 18.4 213 1&4 249 Q N 94413 78.1 201113 G TABLE 86 CapacRy table(ma) ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor 8umtrmx 2.7k Concrete 28k CW=I "OHM CMU FHW CMU I PIrvya 6 Film (DP_)X(ANCHOR CAP.,,,,� -ANCHOR CAP Iw Ardor 6100 IW8861w 61co 6H6'Mm 714°85 Eim Coated 912 eted 0128tam hiULLION Ar clro�417 A°0F0f �m�O 1°FA00" �0O0" U imwn ffi1e°o°°ume�n Ira•m°Lnusooa USE THIS FORMULA TO 087.013 THE*ANCHOR AW889ta 191mm Aggrecmor SWW(Go Sam Mo a-fOO4 �mstoce III* r 2.17r IN 2•Vr 34V8' r 2-IW 11 2•U2' r 3.ifa° 7 0.40 0.54° 0.3w CAPACITY REQUIRED"CORRESPONDING TO AN Emhecinwi tOnk I-SW lana• Iaf4• I-w r I-lw° t•v4• 1-va• 1.1/4° 1-1fe° 1.114' r lad° 1073• Ieoe tam3 ACTUAL PRESSURE REQUIREMENT FOR THE m�md CeP(Fla.tk 390 313 roe 40 m9 BM 1640 roa 2ro tea =ma W4 W3 740 ma 468180 eee It® 9162 MS us gm 42D ft 6131bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 An I -421.16°7A&O. f 8tma13N CLIP( 4.Wa 7M Ibe WA 1461 Wp WA 913 Om WA WA WA WA WA 8611be .2- 112000 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AnohM®S'MhL O.0.f(2)296A06e cepa 4Pte.3): 713 ms mom eM m9 16w Ms 1698913 5401113 660 Iib WA 7135q 038 roe 8M me MMS ONUS Man 1120 me MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Archon®0.48'S4gt O.C.I U•01P,MM IW AIw0.(Fig, WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1432 JIM CAPACITY WHICH MAY BE USED TO QUALIFY 1 A9ehm/P•OIP(FIS.6k 196 Gro 1 185Its 229 Me 4450m 822169 138 an 140 Ws MUM 370 me 234Ibs 5321636971110 789 ma 210 roe 213 m3 ADDITIONAL ANCHOR OPTIONS FROM THE 2k =®7.16'Mtn.O.C.I FWp(Flp. 2.00019 913519 WA WA WA WA 180®a WA WA WA WA WA F.Ore 420113 BM 1113 ANCHOR CAPACITY TABLE. PRODUCT RRVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. n comptyit g with*0 FID►Id0 _ B e6dfilgCoQeFIWRE 1: FIflIJRE 2: NOTES: F .60i cceptmuoNo r 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION y ON LOADING,SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 111 I I I I f f ff FlGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING MOTHS IS ALLOWABLE. ��jON� •• �((F,��i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 18-20.ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. BE USED HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. _` *: No.58705 286° IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFlCATIONS.HOLLOW AND FIGURE 4: FIGURE 8: FIGURE 8: 41- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-W.WOOD SHALL % O a U 3 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65.ALUMINUM SHALL BE T %��'•, ST E O Z 0 • 8083-T6 AND BE A MINIMUM OF.126°THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND •.FLORID?•' (jam 046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND ASS.ALL 1�'X 3.188•X 156°MUWON ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-114•VF MULUON) `S'/ONAX-1 • A.LYNNII�ILL�R,P.E. FL P.E.#68705 TABLE 9A Mullion Capacity Table Obam Opening W41g1(forlrer4oa*spamlMg mullions)or Opening Height(tar horimma*spanning mumonls) BON BON 70 In so In BON 100N 120N 140N 100N Celt Reafery7r4ar T(e7dfMm19• Reotm�gWar TRWrdm7g. Reetmgfdm ttap/fder•. Re AVi TmWfdeng. RadmtMft TRpifdaag. ReonmWW Tmp/fftV. ReOtmtptdm Trep?dmr9• Reotmlgutm T"Tftm Reotarryutm Trap/fdmrg. O 2x4x.26 L-&9 L-ft laamn0 L LomBng 1055017[7 Lcaftm Lftft Lmdb• L-019 Loaft Lown Lomft Lwam Lm" I.md1773 LoadNq Loamrg7 BZn Alam Tobe Mullion IHI 42 N +70.0 870 170.0 426 170.0 744 170.0 478 170.0 888 170.0 BOB 170.0 908 170.0 618 170.0 1118 97x0 821 17x0 Mao 170.0 621 170.0 1408 170.0 821 170.0 1788 170.0 621 170.0 1886 170.0 621 0 48 N 170.0 706 970.0 624 17ao no 170.0 684 Me 002 170.0 Bao 170.0 11$3 170.0 661 97&0 1276 170.0 On 170.0 1417 170.0 Mo 170.0 t7M 17o.D sw 170.0 1808 170.0 855 1TaD 3287 176.0 855 -n J 55.828N 770.0 747 170.0 683 170.0 898 170.D 891 170.0 1048 170.0 864 170.0 1198 170-0 723 170.0 1346 170.0 747 170.0 1484 170.0 786 970.o 1783 170.0 768 170.0 208'1 170.0 768 170.0 2881 17x0 766 89 N 170.0 787 970,0 BM 170.0 688 170.0 867 170.0 9118 170.0 784 170.0 1278 170.0 08:1 170.0 1494 17x0 897 170.0 1894 170.0 868 170.0 1919 170.0 881 170.0 2231 170.0. 881 170.0 2889 170.0 881 W 8o N 17xO 00 170.0 701 170.0 1083 170.0 77/ 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1894 170.0 808 170.0 1771 170.0 1033 170.0 2128 170.0 100 170.0 2479 170.0 1003 lo0.863 In 2880 17x0 1083 tD 170.0 899 170.0 746 970.0 11161170.0 e55 170.0 1381 170.0 940 170.0 1488 170.0 1018 170.0 1873 nao +076 170.0 1855 170.0 9122 170.0 2231 170.0 1169 188.7 2863 17x0 1171 146.9 2868 970,0 1179 t0 �g BBN 170.0 874 170.0 788 170.0 1188 170.0 03 1710 1364 170.0 1071 170.0 1558 170.0 1088 17xO 1789 170.0 1168 170.0 1848 170.0 1210 17x0 2396 170.0 1276 161.8 2437 170.0 1288 132.9 2137 170.0 1288 FA 72In 170.0 1088 170,0 878 170.0 1276 170.0 1008 170.0 1488 170.0 1128 170.0 1755 170.0 1228 170.0 1813 170.0 1318 170.0 2128 970.0 1387 146.8 2184 17x0 We 124.8 2184 170.0 +8� iW.2 7184 170.0 1630 .T$I 78N 170.0 1122 970.0 837 170.0 9898 170.0 1080 170.0 187D 7740 9208 170.0 1784 170,0 1322 188.1 1880 170.0 1421 148.6 1960 170.0 1606 123.8 1880 161.8 1848 155.1 1MO 184.0 1698 828 1880 98-7 1691 ' � g 78 In 170.0 1981 170-0 887 170.0 1081 170.0 1918 970.0 1611 1710 1080 170.0S. 4 1388 1827 101 170.0 1474 137.4 1081 183.1 1600 114.8 1081 147,3 9473 982 /081 1318 1468 88.9 1861 137.8 1484 � L3 MN 170.0 1318 7/00 1144 149.1 108 1640 9218 127.8 1908 138.0 1198 111.8 IM1179 914 1988 110.2 1171 08.6 1988 101.8 1147 74.8 1808 55-8 1122 83.8 1308 827 1106 688 13M 788 100 (- J Q 08N 147.4 1228 181.8 1068 122.8 1228 127.$ 1078 103 1228 111.2 1061 92 1044 81.8 1286 08.8 1719 73.7 1229 824 1018 81.4 1228 722 808 827 1229 88.8 on 481 1228 621 W 708 N 108.8 671 108.8 817 863 971 88.0 m 74.0 877 17.2 648 64.7 e97 87,6 671 81.8 828 81.8 071 80.6 816 421 908 48.0 70 37.0 971 44.0 782 324 879 40.8 171 N iq 117 N 0.4 816 97.3 082 788 819 04.0 818 88-1 819 70.8 60 55. 794 63.0 ale 68.2 784 47.7 618 61.8 774 39.7 919 44.8 786 34.1 Ole 40.2 742 20.0 918 37.1 732 W $ 708 N 766 708 78.6 718 828 708 89-0 708 89.9 744 86,8 80 47.2 BBB 41.9 70 44A 677 37.7 708 40-0 808 91.8 708 94.8 669 27.0 70 310 641 23.8 786 284 a S2 144N 467 849 40.2 804 08.4 848 97,0 498 91.2 848 31.0 491 27-0 40 24.3 948 28.3 479 21.8 848 228 474 18.2 B4B 19.8 464 16.8 648 17.2 40 13.7 646 18.8 448 X Q Q lV TABLE 9B ANCHOR CAPACITY AD•IueTMeNT FORMULA: �.� 0 ArroharariyTeb�(Ibs)Ca ( 1 ' 27k 144UooCNU MISS CAW pf 006 )X`MULLKINANCHOR CAP.® mew Anaye hm T3MV 0.m Ubum 114°M*Ub%M amw Elco BMW Eft Utlreael V4'Elco Ullrao•1 114'SS Elm 6118' M 114°SS Elco #10 Steel #12 Bleed 02 Sled Anchor CUp Patlenm L74MM AMMOdw Wimen A tdm SMW(G6)SOW(GO) So (GO) USE THIS FORREQUIRED'LATO CORRESPONDING TO AN OBTAIN EcIp olefmne(hM1' r 2-lir 2142' 3.11T 1• 2117 11 2-177 r 3.1/8' r 0.4r 16r ate' ACTUAL PRESSURE REQUIREMENT FOR THE EmbedrTleat 1.Y4" 1.714' 140 lwr- r 1-114" 1-1w 1.114° 1-U4• 1-114" 9-U4" r 1.18• iS8' ®4.7W O.C-1 (FlyIor . 844 SW Wo 6086m 1644476 270@9 20@6 984Wa 740011 lbs 684nm 1171a7s 4M� ( CAPACITY ENR19LObVERTHAidTHEMULLION 4AMMIS 432.88°b41 O.0./81orAWd Mp(R9.31: 740 r0. 740 Ne an be 1408 We 142429 WA 608 47s WA 558 Na WA BM WA 082 We 690055 1720 W0. (FROM THE TABLE)OF THE SELECTED 8 Andw18 1.17•WM O.C,/8WndmKd MULLION.IT WILL YIELD A MINIMUM ANCHOR ® CUP 655 roe 0.0 755 Na 1848 as wA wn 708 Ns WA 708 are wA w0. 64 are Ns MM 476 1655 Ne CAPACITY WHICH MAY BE USED TO QUALIFY 0AMhus®r b46 o C./(2)2911ArOD Cape(Ftg.0y 78004 BM Oro 1550 Na 1644 nunaW 6 0IW WA 760 440 W9 860 N9 2084 Ne 552 We 26 roe i112Dsm On ADDITIONAL ANCHOR OPTIONS FROM THE BAn4 I.WM e0..1LXZ)2t8AtmOe4ipft71 1170W- 11701he 1020Na ?340Ibe 2844Ibe 81 840 A7s WA 91401b9 1404 tln 1516478 8648899 1178478 080 me 100455 ANCHOR CAPACITY TABLE. 9 A1ldlars®1.94°N6L O.C.1 Ud2lp,OOo 116°ANm.(F1Q.7$ N/A WA WA WA WA wA WA WA WA wA WA WA WA wA 4 ODUCP RBVLSBD BAnM=*&81Uh0.C.JLLCAANN118°Aamt(Ftg.�: WA WA WA WA WA WA WA wA wA WA WA WA WA WA 21 as.compl7u8 WMhtile plait 2AIwIme0288'WA O.C./F.Mp(Fly 4 3106• 370 Me 816 B)B 748419 712 Na wA 208HN 1 WA 1 9480m WA 4404a WA 906 o0. 4201D9 60617 A�c04ptmme No I^ 3 AM=101.77'boa.O.C./RMP ft I 3801155 308 me 940 Bs 70 ma 948 N9 270 rm 280 ft WA 355 NS 455 HE 440 ox 718249 326 ma 498 On 608 me Ona}dt0 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. e FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4; 2000° PtnduoL • o e O • e o • • e e • • o o • TABLE NOTES: (111111 / o a o a o e e o 0 0 o O • o o • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR �� L.2' GENERAL INSTALLATION METHODS. �� N`( 0 00 • 0 00 0 • oo • • ee • � O ••""'••� FIGURE 6: FIGURE W. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS M ALLOWABLE. • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 18-20.ALL MULLION CLIPS MAY 'ma 41 XF * N..58705 • • • • SBE HEETS FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON = A • W --o • (t 3D!I FIGURE 7: FIGURE 8: FIGURE g: FIGURE 10: p ' STA ;' ��Z ANGLE CLIP) 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNI 0 F COR10P• (FIGURES 669 (CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.68. i MUST BE USED ALUMINUM SHALL BE 6089-TS AND BEA MINIMUM OF.126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.048'THICK(18 2°X C X.2 MULLION ��,SS pNA •o •• o0 0 oo • �/ �." IN PAIRS, GAUGE1 STRUCTURAL STEEL TO BE AT LEAST.126°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN MILL o• •• o o • o o • THREADS BEYOND THE MATERIAL R P.E. FL P.E.#68705 t TABLE 10A Mullion Capactly Table(ib9W) Opening WkHh(for 1 ertiody-3pamdng mufflorp)or Opening Hef9M(rot hoton160y411sru ng rtnffiors) 6D in 6o in 70in Win I99U I I In 1 1201n 140 in 10Dm Reofen9Wer TmpT4ag, R•Omodu TngelNmy. T*tRian9. Redop* TMWI t4 RD3Mn9Ww Trepltl M RedmgNW I TtWt ttp, Reomnguier Tmp718eng. ftftMft I TMprftS Redusular I TAWT". C 2XS■26 Lem Loaft Loth L-ft Leaft Lwft Lmft Lwmng Lowing Lotdny Lotting Loadn9 Lcaft Lwft Losft Loaft lmft L-14m q AlMal orbs :1611Mal11H 11 11 n ifz � 42h Mo 620.170.01 435 170.0 744 MO 476 170.0 668 MO 996 17MO 999 170.0 619 17MO 1110 170.0 821 17MO 1240 170.0 621 170.0 I'M 170.0 671 170.0 1736 170.0 621 170.0 1985 170.0 S21 JamJ_ 481n 190.0 708 170.0 624 170.0 SW 170.0 984 Me 982 MO 630 170.0 1133 170.0 881 170.0 1278 170.0 677 170.0 1417 1700 600 170.0 1799 MO 899 170.0 1985 170.0 817MO 226/ 170.0 990 J W.87a to 1700 747 7/0.0 S89 170.0 686 170.0 631 170.0 1048 770.0 884 170.0 1796 770.0 729 170.0 1348 170.0 747 170.0 1494 170.0 758 MO 1793 170.0 766 170.0 2032 170.0 799 170.0 2391 170.0 799 84 In 170.0 797 170.0 012 1700 = 17110 6a1 170.0 1118 170.0 784 17110 1276 170.0 003 170.0 1457 170.0 837 1700 1894 170.0 a68 1700 1913 170.0 881 170.0 2231 1700 997 170.0 2&99 170.0 881 m W In 1700 86$ 770.0 701 17MO 1083 170.0 7W 170.0 1240 170.0 878 1700 1417 170.0 944 170.0 1684 170.0 998 770.0 1771 1700 1093 170,0 2126 170.0 11199 170.0 2470 1700 7085 170.0 2685 170.0 1065 83M 170.0 930 170.0 748 170.0 1110 170.0 WO 17110 1302 770.0 940 170.0 1499 170.0 1016 170.0 1873 970.0 7070 1700 1868 170.0 1122 170.0 2231 1700 7188 170.0 2899 170.0 1171 170.0 2676 170.0 1177 � W In 170.0 994 1700 788 170.0 1188 170.0 908 170.0 ISM 17MO 1002 170.0 1880 1700 iON 170.0 1753 770.0 1166 170.0 100 170.0 1210 170.0 2398 1700 12M 170.0 2W 1700 1299 17MO 3117 170.0 '1288 Z 72in 170.0 1083 170.0 876 170.0 1276 770.0 1009 170.0 1486 1700 1928 170.0 i7W 170.0 7738 17110 1913 170.0 1315 1700 2126 170.0 1999 1700 2699 1700 1468 170.0 2976 770.0 19 1700 34W 770.0 1699 z 7AN 170.0 1122 170.0 997 17110 1846 170.0 1099 '170.0 1990 1740 1208 170,0 1794 170.0 1571 170.0 2019 1740 70.21 17110 2219 170.0 1606 170.0 2892 170,0 1329 170.0 $740 970.0 7104 1700 3889 70.0 9703 781n Me 1181 170.0 9W 1740 1381 170.0 1116 170.0 1811 1700. 1260 1700 1842 170.0 1389 1740 2073 170.0 1474 170.0 2302 MO 1884 1700 2783 170.0 17W 170.0 3223 170.0 1777 1740 9883 1780 170S N W In 170.0 13M 1700 1144 17110 7694 170.0 1326 170.0 1869 1740 7499 170.0 2125 770.0 1666 770.0 2391 1700 1793 170.0 20M 17aO 1918 170.0 3188 170.0 2125 160.0 3415 770.0 2273 136,6 $413 970.0 7381 Q 00 In 170.0 I 1417 1740 1222 170.01 17W 9700 1434 170.0 1983 170.0 1872 170.0 2299 1700 1784 170,0 21160 170.0 1652 170.0 20M 170.0 2086 180.0 Sloe' 170.0 13M 137.1 3199 168.8 2.070 120.0 3189 168.1 2428 }: 2 108In L170.0 1694 170.0 t408 170.0 1813 170.0 1847 1700 2237 790.0 1870 970.0 2BW 170.0 2078 160.8 2781 17110 2271 148.9 2781 161.11 2993 123.6 2781 140.4 1181 108.8 2781 918.9 2734 827 2181 -1140 219 N 111 N 1740 1699 170.0 9464 170.0 low 170.0 1700 170.0 2299 1-01 170.0 2821 1740 8149 181.8 1� 1829 224$ 1948 9982 148.4 7218 710.8 9932 12&4 Me 99.6 2632 116.1 2128 8&A 1882 108.3 7099 x S2 12In 1700 1771 170.0 I= MO 2118 17&0 1899 164.4 7267 7809 1991 79&/ 2282 1.01.4 1984 199.1 2?82 1272 1� 10&1 7287 116.1 1878 99.1 7752 018 1886 77Z 2MM AND 1096 99.8 ?781 81.A 7� N X 1A4 m1 132.1 1994 1786 1446 100.3 1864 199.1 1478 88,4 1864 81.6 1407 7BZ 1884 99.7 7999 89,8 1884 71.9 1979 620 1864 66.7 1996 821 1884 86.0 79327 44.7 1884 A8Z 1996 3&1 1884 44,! 1233 Q N .TABLE 100 ANCHOR CAPACITY ADJUSTMENT FORMULA: A1lahorCepacilyTable ) ANCHORCAP.,m„�, � 27k Canerets 3A Cam, Hegar FUM CMU PT Wood mom PP)X MULLIONCAP.,,m,,,,�DANCHORCAP.- AnWWType: 3110°Elm Ntmmn 1/4'Elco Ul6amn 9f16'Em 3MIr Elco 18hemn 114°Elco Ulimmn U4°88 Emo Stir Eko 1/4.88 Meo 010 Steil 072 Steil 912 stem ArnigrCiip Pe6e7tm unraom AggreGetor Ulbe= A Soma(as)Sam•(GM So M USE THIS FORMULA TO OBTAIN THE'ANCHOR Eggs M tarme any r 244 r 2-vr 3-7.07' 1• 2-ilr r 2-lir r 3-116° r 0.43° 0.64° 0.324° CAPACITY REQUIRED`CORRESPONDING TO AN EmdmdmmOan$ 1-310 i4w 1-we1-wer 1-1/c 1-1w 1-vs 1.70- t-11w i-16,° r I-" 10.16° lme mte 4) ACTUAL PRESSURE REQUIREMENT FOR THE 2Anoha6®4.7e O.C./ IW2): 399 0.0 450 t MOM / 27060 199 Fft 7407m 468W 964mt 1182me 378 4Wmt 699 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ame)mm®4.66°Mbt 0.C.18teedaM CIO ft 4 M mt M mt 99009 1799 roe 3094Ibs 640 mt ss9 rot 706 ft 14WMS @38 roe 1104 mm 2984 em 862 mt 840 lbs 112000 1 CAPACITY(FROM THE TABLE)OF THE SELECTED 6 ArAhat Q 1.Tr Mio.O.Q I Sfm4ad COP(Fly.9 1180 m• 1400 mt IM0 me 268600 WA N/A 940 mt WA 1065 mt WA WA WA 1304 ma 7699 ft 2240 mm MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Andmm®r Mw o,c./P4 7 re Ang(e fliPt IFl4 6> 799 ea 799 ret 990 mt 1899 ea 16981111 670 mt 6927 mt wA m me mom aso t 2864 mt 662Ies 800 mt 112D lbs CAPACITY WHICH MAYBE USED TO QUALIFY 6 Andmm 0 r Mln.O.C.I(�2d Ar&Cape(Flf4 6Z IMMS 1699 mm 1380 rot 31201118 3762 me IOW rot 11"The WA 1820Iba 1972 mt 1799 mt 4718 60. 1304 mt 1099 Ibt 3240 iba ADDITIONAL ANCHOR OPTIONS FROM THE _ 12 A+mhmt 1.6°MBt O.C./1S7i3 Angle Clip(Fig. 11180 mt 2199161 14401270. 3799 lbs WA WA 13227 Wt NIA 7699 lbs WA WA w0. 1869 mt• 2699 ma 8SW Olt ANCHOR CAPACITY TABLE. Oo with ft Flarlde 4 Atmllat®1.34'MOt O.C./U1ft tdo tW Ahmt(Fly.6$ WA WA WA WA WA WA WA WA WA WA WA WA WA WA 147280. BIdI mo 1:940 6 An Me 0064'Mie O.C.I U-ft Bmo 716`ABmt ft WA WA WA WA WA WA NIA N01 WA WA WA WA WA wA 7880 Ott I---2.000°-�( 2 Anoh47t 0 4.86'Mht O.C.I F-Mp(Flp•10$ 399 o. 990 m8 499 Ott 890 1892 0e 270 Mo 299 Om 984 mt 740 m8 499 ft 682 me 1132 me I 979 me azo an 860 ms EXm19d6 � �Fj 4 Almhms 1.71°Mbt O.C.I F-Cilp ft.11 699 fbs I MU WB mt 1299169 WA WA 470 wA 639641 I WA NIA WA I 862169 1 640 ma 11201 .260" B FtodlmE mimal TTlitlltlrll FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGl1RE& FIGl1RE 9:FIGURE 10: FlOIAiE 11: TABLE NOTES: • oe O • ee • • ee • • ee • o• •e • oo • oo ��``Q�,( ,,, /�� j' 0 0 0 0 0 0 0 0 0 0 0 0 • e o • •o •• o 0 0 • 0 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON �t�•''��GENSg ;F0. LOADING.SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. 8 gpp. 0 o e o o e e o 0 0 0 0 • o o • o• •• 0 0 0 • o 0 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, k; No,58705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. 0 0 0 • 0 0 0 o a o o • • o o • •e •• • o o • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED /� 1 IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. FIGURE 6: FIGURE e: FIGURE 7: 4)SUBSTRATESANGLE :CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '�•) g�( EO kFF 4 • • • • • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-!0.WOOD SHALL BE PRESSURE-TREATED ' (FIGURES YELLOW SOUTHERN PINE WITH AN SG OF 0.86.ALUMINUM SHALL BE 8053-T6 AND E A MINIMUM OF.126' • • • • • • • • MUST BE E AT LEAST 126'THICK STEEL *THICK AND A38.TO BEA MINIMUM ALL ANCHORS INTO M SHALL E 33 AND MV ICK IEXTEND AT LEAST8 GAUGE). C 3 S REW STEEL TO '��7SS��N A� �' ° • • • • • • • • USED IN THREADS BEYOND THE MATERIAL r X 8'X.26' A.LYNN MILLER,P.E. PAIS. MULLION FL P.E.#W706 s TABLE 11A Mulgon Capacity Table Opening Wblth(forveruoaVyspamd mumons)orOpening Height(for hor&onla*sponnigmullions) 80 In 80 N 70 N 80 In $0 N too h 12D N 140 In 160 in 78(Q C R OIm Tteplrrtmg R-"Wm Trep/MM RWWRGWm TWWmQ. RecNlpdm I TMWTdm0. ReoisnWar TWT*U% ReetmWw Tmpnftng. ft*MWU 7rWTdmf9. R-WSW r lreo� Redm9dw TmoftnZ 8 4 128"x2.11" L=it LwdNg LoedNp loading lae" I.-&* L-ft L-ft Lm00m Loaft Lftft Loading Laedog Loaft Loa&* I.m41n$$�0 Loaft 7P Tube Mug 42N 9442 828 187.0 .� 1202 828 74$9 479 109.0 828 138.0 014 80.7 628 184.8 411 �.i 628 184.1 411 727 8� 196.1 411 80.1 878 734,7 411 61.6 878 154.1 471 46.1 B� 134.1 471 48 N 98.8 403 10&0 333 Bab 403 94.7 928 69,0 403 80.4 320 8a4 403 6'1.4 017 69.7 403 79.1 315 48.8 403 78.8 314 40.3 403 lag 314 34.6 403 78,8 314 992 403 7&9 314 j MOB In 829 382 81.0 901 8&B 79.3 294 6&8 8ffi 71.9 269 91.8 382 672 26B 48.7 302 64.8 284 412 3B2 8M 789 34.3 382 S&6 283 29.4 382 83.8 283 26.7 982 8&8 223 2 IY BON 87.8 818 74.1 187 8&6 918 BOR 281 48,6 918 87.7 288 424 918 6&8 %3 97.7 318 �.8 280 33.9 318 48.6 279 2&3 918 49.1 248 24.2 318 49,1 AS 212 318 49.1 248 m O 80 N 49.6 286 83.1 218 412 288 48.7 174 3B.9 288 4a7 270 9a8 288 372 207 27.8 268 9'4.9 204 24.7 266 99.4 209 tae �8 322 201 17.7 288 922 201 18.8 288 322 207 (n a to 83N 427 290 4&8 200 S&S 234 39.1 US 90.8 234 34.7 182 2.7 234 31.8 189 23.7 234 2a4 180 27.4 234 2&0 184 17.8 234 26.8 103 1&3 234 %6 183 19.4 ZW 2&8 183 g (IjJ,) 80N S72 21S 3&d 188 91.0 213 93.7 179 2Bb 218 28.8 178 29R 219 27.0 773 20.8 213 29.1 170 1&B 213 27.7 180 18.5 213 222 1ST 13.3 219 720 188 11.8 219 220 188 a. 71 N 2&e 178 90.1 188 29.9 97g �.8 767 20,4 170 728 140 17.0 179 20.3 147 1&9 17g 98.7 14B FE..:, 8 N 24.3 fof 2&4 140 20.9 189 21.8 197 17A 781 19.0 138 182 787 77,0 199 78N 228 16L 2&61 183 18.8 182 1&8 131 16.1 162 17.6 128 H N Q TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnohorCepachyTablePSI ":: �� 8v0e081rk 27k Canmete 8.817 oma FI09oe CMU 9@ed CMu PTVroed MB;W NP,w)X(ANCHOR CAP.,,,,„,e�a ANCHOR CAP._ y t ua°ti8 Eleo Br16°ei44 tt4•Sa Low oto steer n7 amdECZ. `MULLION CAP.,®,: W A00 MT09 3118•Elco LOtnmm 174°E(w U9teewX18•E w UBmem 714•Mco UHmwn CV Almhor Cup pettems AggreGdw U ueom, AmmSa 4r Screw(C48)so"(GO U8E THIS FORMULA TO OBTAW THE°MICHOR lUEdge mow=Qn r 2-1PP 1° 21/7 r 21PC r 2 1/T z 318^ 2 a4a aha CAPACITY REQUIRED°CORRESPONDING TO AN w XEmOadmmd k 1;04^ 1;x4• lana• 1x14° 1-gra• 1-1w• 9-1w° 1-f/s f-v4• 1•va• z tae° 1a8° ACTUAL PRESSURE REQUIREN�NT FOR THE U �y 4 AnWm1e 3°t4in.O..J 21B p4(flg.1k Man 760 m6 88010a 1 IDe 1888IOs BW 199 880Iba WA 780 Bre 8381Ee roe 2884ID3 8821ia 840Iffi 1 Bm OPENING,WHEN R IS LOWER THAN THE MULLION Q .- O CAPACITY(FROM THE TABLE)OF THE SELECTED 0 MULLION.IT WILL YIELD AMINIMUM 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. �1 288° PRODUCT REVISED SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, as wmplyiag lvkh 1Pm Florida Bunds SCase FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r AcmptBn06No 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 16-20. 9 9 -IF +1 F- ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES,HOLES MAY BE DRILLED IN 2118° ivj P THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. ANGLE CLIP MUST BE USED IN PAIRS. I 12V \11 I I I I I!! 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED i ��pN�. •••••M��(F�� YELLOW SOUTHERN PINE WITH AN SG OF 0.65,ALUMINUM SHALL BE 8083.75 AND BE A MINIMUM OF.126' I a�; GENS♦; THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 128 X2.11'X.128"MULLION Q ' LEAST.126°THICK AND ASB.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) * No.58705 THE MATERIAL. STA E OF A. R,P.E. FL P.E.#60705 TABLE 12A ® r Mumon CapacityTable(Umfle) Opening Width(1wt�6gcaapendn8 mumons)or Opening Height(for hori2otft*Bparmhv midpons) ns)N W N 70In W N BO N 1W In 120 in 140 In 16D In 17 wft,g. Tfap/Tdeng. neotalml8er T"f fts ReolmmNm TnO ftra• x cbwvW r Tie ftv. x dmgww Ta{47MIeng, TieP�hie lg. RwlmpWer Tlapl a% NmIaImDIBf TraA'Tdanz � a 3.26"30 M.oaArm Lmdbm Leaolrm L48d11m Laaalm L-WM Loamp Looft Loadbm LQMD9 Loading Loemna 14ffiNg Loa ng Loe4Ng L--ffnO foaft Lwft DEG.AL BAY MULL 42 In 170.0 B20 17&0 430 170.0 744 1700 478 17x0 BW 970.0 We 17&0 982 9700 ste Imo 1116 170.0 521 170.0 1240 17&0 621 17&0 148B 170.0 821 97&0 1735 170.0 an 1481 1740 770.0 827 Q 48N 1700 706 1700 824 170.0 ON 1700 884 1700 992 170.0 830 1700 1133 7700 881 1700 1T78 1700 077 7700 1477 1700 845 1822 1672 17&0 88D 13&6 1�2 7700 Bp 119.2 1872 '170.0 fIBD J a Sam In 170.0 747 1700 889 170.0 BBB Imo 091 7710 1040 1700 884 17&0 1196 1700 723 17&0 1345 170.0 747 184.2 1443 170.0 M 13&8 1443 170.0 78B 117.3 1448 170.0 780 1028 140.9 170.0 788 W o�p 54 In 1700 707 170.0 872 •17&0 988 1700 881 170.0 1116 1740 784 170.0 1278 1700 NO 1WA 1353 170.0 837 7443 1353 770.0 OW 970.3 1883 170,0 989 103.9 1383 170.D B01 90,2 1383 1700 681 LU M W N 1700 886 1700 701 7700 1089 1700 M 107.0 1216 1700 870 148.1 1218 17&0 944 1280 1218 16" NO 11&9 1218 7621 924 07.4 1218 148.1 093 83.8 1218 146.1 813 79.1 1218 148.1 Me m W N 1700 e9D 17110 748 170.0 1118 1700 890 1lM.2 1180 70&a 933 131.4 1180 103.0 914 11&8 1180 141.8 M 1�.1 1180 134.2 888 67.8 1180 12&7 871 7&1 9145 126,2 970 88.7 1130 1�.2 670 7 a 68 In 170.0 974 1700 760 9824 1048 18" 881 isms 1048 14&8 am 179.3 1048 153.1 am 101.0 1048 123.4 1139 91.4 1045 11&8 830 7&2 1096 100.4 821 85,8 1098 10&2 078 87.1 1048 1083 818 Z J(01 72N 140.8 260 1478 784 117.4 845 12&0 748 10&8 880 N09 794 8&0 880 100A 772 702 880 020 712 704 BW 88.2 709 8&7 870 79.2 88$ 80.9 845 706 B86 44.0 BW 704 888 j J 78N 118.7 790 12&1 690 110.8 790 10&4 456 88.8 700 45.3 NO 740 790 83.0 O2 88.8 790 7&9 80.9 We M 71.7 p8 4&8 7B0 8&7 87A 428 78D 821 898 97.4 760 81.8 877 2 70N 910.8 780 11&8 887 a.3 745 a0.9 B44 79.1 780 88,8 B5C 88.2 745 771 821 81.8 745 70.5 812 88.4 780 88.7 866 482 780 B&4 694 3&B 780 86.2 WB 34,8 7� 88,8 888 Q Q 07 WN 729 BB3 74.4 BOD 00.1 863 629 491 61.5 989 64.0 483 4&1 60 4&8 475 40.1 883 44A 488 3&1 8113 40.9 482 70.0 BW 36.2 482 28.8 6&1 33.3 448 228 1183 31.6 442 � m Z BBN 8&4 480 81.1 443 49.8 498 89.8 438 424 486 47.8 427 37.9 40 3&B 421 33.0 488 38.1 416 2&7 495 332 409 24,8 48B 28.9 40D 21.2 488 70.6 396 1&0 488 26.0 390 RC7 L.In 41.7 3B1 428 388 34.8 387 89.8 948 2&8 391 81.1 342 26.1 901 2r.B S37 293 381 96,8 393 2&B 381 72.8 S29 17.0. 261 1&7 9'd1 14.8 987 17.6 916 4✓198.4 370 393 338 320 370 320 980 27.5 370 2&8 328 24.0 370 26.3 320 21A 370 228 318 1&2 370 70.8 312 1&0 370 1&1 30590.4 917 26.9 288 20.5 317 7&0 289 21.7 377 226 280 1&0 9TI 10.0 2/6 7&8 917 17.9 T18 17.6 220 17.8 .203 a TABLE 12B AnchorCapactty Table(Iba) ANCHOR CAPACITY ADJUSTMENT FORMULA: CHCAP.,,,d 888 abe6eta 279Co11m91e 13.6k con. xaOwrCMU FOetlCMU PTWood Metal- N�)X(`MUANLLIOR ONANCHORCAP.,,, Stir Elco 1/4.88 t?rm 5MO1 EW 114°88 Elm 810 Std H2 Steel 012 9tW Anclwr Tpp• 3+18'Elm 109ecm 114°Elco l3tremn 3778'Dm Ntracal 1/4°Elm Ntmmn USE THIS FORMULA TO OBTAIN THE'ANCHOR AnOhor CUp Palterrla Nto9mn aggre0etor U oeeon A22 etiata Smw(148)emew(( Screw 109) CAPACITY REQUIRED'CORRESPONDING TO AN Edge 01ete roe Qp2 t' SAW 1' 2-tf2° 3116° 1' 2.112 P Mir T 3.1/8° Y 0.48° 0.64• 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE Embedmmd(Ny 1,V4° 1.314° 13/4° 1314• 2 7-im 1-V4° 1-114° 1-110 t-Ua' 1414• r 9.91$' 1.3u8' (see rote 4) OPENING,WHEN IT IS LOWER THAN THE MULLION � 2Aftd=@ 6•MN.O.C.J(2)2x8 MPSVV.IX 38DIDe 380 Me 450 Its Ib51 270Ibe MOU MM 740 Mm 468 01a 1ba 118216s MZ IDS 470 Os BW lb$ CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhae®3.8°Mtn.O.C.1(2)218 Angle CON(Fig.2$ MOM 745 Ibe 745 Ibs iB701ba 21726 41e 84901a b80 We WA 11 W Ibs saw 845 459 2601 lbs 8620fa •10166 1120 ibe MULLION.IT WILL YIELD A MINIMUM ANCHOR B AMbma®271°MBL o.C.1(2)2d Angle C91m(Fig.41 112DMS 11120 02 9p On 2245166 2264 Ola I WA 940 Ilia WA 1068 roe WA 11370 709 I 8W U. I CAPACITY WHICH MAY BE USED TO QUALIFY ADDTIIONAL ANCHOR OPTIONS FROM THE PRODUCT RBVISBD FIGURE I: ANCHOR CAPACITY TABLE e8a�glylag7vSfLateFtmtde '. TABLE NOTES: AccepimccaCodo )rp • � No 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 8� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��7111 I I 1111, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-2D. 125• `�� pN /� iii • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED W THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 3(vr 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-F0 I F7] 3.280° - *: N0.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-SD.WOOD SHALL BE PRESSURE-TREATED - - • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.88.ALUMINUM SHALL BE 6083-TS AND BE A MINIMUM OF.125° THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.048'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30°RAY P STATE O +` ' LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION • • THE MATERIAL COR1O•,•''(� ANGLE CUP(FIGURES 13)MUST BE USED IN PAIRS. rrrll 1.111 A.LYNN MILLER P.E. FL P.E.#58706 9 TABLE 134 MuIDon Capacify Tehle • Opening WId87(tor vetffcws 3potming mumons)or Opening He18ht([or horizottla*Spenrdng_Aons) 'III 5D In so in 70.m Som am room lzom 140 In tBo1nftdwoiw �• � Tn1p7T03m Eta TM#Tft g. Reelmgale7 ltaptrtm• Reotat Boar TmpdTdet� Rer TmpTten9. Iteateng of Tap/Ttlet� R ear Tm�Ttmng, Realenguler Tep MMmg, RaOte gWer TYeo7ftfls � a 3.28"46 uaft Line [mmnc L-ft Lwft I-*" Wadltg L-&0. Laemn3 Loaft L-ft L-ft L-&V Loading Lw t® LoadVtg Y DEG.AL BAY MULL s z ,19 42 In 1740 6W) 170.0 495 170.0 744 1170.01 478 170.0 B88 170,0 me 170.0 082 170.0 I b16 117MO 1118 170.0 529 170.0 1240 170.0 B21 170.0 1468 170.0 521 1740 9735 970.0 mi 100.3 1671 170.0 829 0 J 48 m 1740 708 170.0 824 170.0 880 9740 860 1740 092 9740 B30 170.0 1199 170.0 eSt 170.0 7278 170.0 877 970.0 1417 170.0 800 183.7 1887 170.0 6� 740.3 1837 1740 880 1228 1837 170.0 MO 80.878In 1740 747 170,0 663 1740 888 970.0 891 1740 1048 7/0.0 an 17MO 1165 170.0 728 170.0 1945 170.0 747 970.0 1484 170.0 768 147.1 9582 170.0 76B 128.1 1682 170.0 788 710.4 18ffi 7740 788 64m 170.0 787 7/0.0 612 170.0 BBB 170.0 801 170.0 1178 1740 784 7740 1278 170.0 809 970.0 1434 1700 897 1562 1488 170.0 850 126.9 1468 1700 801 1948 1488 1740 881 870 9468 170,0 eet to LU 60 In 170.0 888 170.0 709 170.0 1083 1740 761 170.0 1240 170,0 878 107.9 1908 170.0 644 130.7 1306 170.0 008 126.7 1309 te9.8 094 10L8 9908 187.1 982 89.8 1309 157.1 882 78.8 1308 167.1 882 ((�� 83m 170.0 830 970.0 746 770.0 1198 1740 860 1828 1247 1740 990 1428 1747 184.6 884 128.7 1247 1828 866 114.0 1297 144.9 05[ B8.0 1247 138.2 898 81.4 1247 135.7 838 71.3 1247133.7 896 "tet YJ 66 In 1XII 874 170.0 789 170.0 1189 170.0 869 14141 11M 109.7 O66 126.8 1190 147.0 948 118.4 1190 130.6 028 103.0 1180 1284 914 648 1 1190 1119.5 808 742 1160 918.1 8&9 64.0 7180 7147 80.1 1q ffi:IL$' 72m 181.8 9010 1846 877 134.7 1010 144.8 868 116.4 1010 1272 842 101.0 1010 114.7 878 848 9090 105.8 817 me 1090 649 607 67.3 1010 00.8 785 07.7 1070 87.8 760 80.5 9010 W.7 788 78m 197.4 20871a7B2 914.8 808 9220 770 88,1 808 107.1 761 88:8 808 08.2 748 743 008 88.2 738 607 BOB 623 728 07.9 BOB 74,7 716 40.1 600 71.2 710 429 906 748 708 -1 a `2 78 In 121.1 661 1928 784 108.8 861 1125 788 80.8 8B1 80.8 728 744 861 BSA 713 70,8 861 81.0 709 89.8 881 78.4 894 83.0 881 80.1 881 454 B81 04.6 878 38.7 881 89,7 612 } 90 In 827 848 844 674 649 048 721 684 88.1 048 62B 084 81.7 048 68.1 848 48.0 848 80.8 837 41.4 848 47,0 890 $4.8 840 41.6 818 dA 848 382 811 250 848 988 807 00 In 802 688 70.1 fi08 888 888 68.1 498 487 SM 81.4 491 428 ON 48.8 483 37.8 888 41.4 478 34.1 M 38,1 470 28.4 088 93,4 489 24.0 888 30.8 402 21.3 US 787 447 N W p- 1081n 47.9 448 48.9 406 348 440 41.2 308 34.2 448 38.7 303 20.0 448 31.7 387 246 448 28.0 382 29.9 448 20.1 977 20.0 448 227 888 17.1 449 20.4 389 16.0 441) 166 388 (� � 111 m 44.1 428 46.0 368 348 4� 97,8 378 91.5 40 328 979 27.8 428 241 31n 24.8 429 28.2 982 221 428 za0 80 144 4� 20.7 380 15.8 4� 168 30.9 G 120 m 34.8 304 36.8 331 249 384 24B 328 24.6 384 26.8 521 21.8 984 72.8 817 19.4 384 20.8 319 77.0 384 18.7 908 I- 144m �,2 2W 20.4 293 16.8 283 17.1 2W Q Z Q TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA? � 0> ARchorCepaoflyTable0s) ANCHORCAP.��, 8 '� Bubs6eta 27k Conates 26k COI10. Hdbw CMU Ftled CMU PT Wood Motel (DP_)X( )-ANCHOR CAP.- � Wal Elm114.90 Elco 6116'Emo 114 8S 800 810 Steal 892 61661 892 Steel MULLION TO OB Anftr Clip Pebt9B A ulor7ype 9fi8'Elm Nt9aDa 114'Dm Ullmoon Nttacon 9118 EtOo N6eam 1/4 Elim Nltaowl AggreOemr Nttman AggteBetta 65mv1(Cis)scree I(M)stmsv(116) USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED'CORRESPONDING TO AN Edge Mk r - t• 2111' 31/8' 1/ 2-v2 r 1-1rr it 1a-ifir.11r r 846• 46r 0.92.2 ACTUAL PRESSURE REQUIREMENT FOR THE Embedment M;: 1-vr 1-314° 13M• 1314 2° 1•vd• 1.114° 9114" 7-t/4 9•v4" t-v4 2 I-W 1.916° (aee tato 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 A=hm QrM O.C./(2)2xoAngbC9ps ft 1): 30016s 30 Ib 450 ft 400 lbs 1MU Vo @8 260 Ibs 3041bg 740 ba4B6 720 m3 71 518 429 BBD Iha CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchm6 0.3,6.166L O.C.1('n 2118 Angle C6ps(FIg.2}: 7800_3 780@8 700ms 1870163 2625153 840@9 BBofD6 NIA 1120 roe !20 Bre 88095.2 2364168 852@9 Boo lffi 1120 On MULLION.IT WILL YIELD A MINIMUM ANCHOR 6 Amt•re @ 277 ten.O.G/(2)2n8 Atlg18 Clip3(Flg.3}: 1120 W 1120168 888 Ore 224808 2264106 NIA 840 we NIA 10681bs WA 9570 Bq NEA 978 me 128d ws Iwo w-1 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCE RBYISBD E. FIGURE 1: ANCHOR CAPACITY TABLas emnpl7hB whL dw Flaelds TABLE NOTES: BA�uallo • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. owo )/p SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. g7 e FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1111111(// 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. L Ij7j 1i • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN ,128° 45• jON ""8 •<<F ��i� THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. NF'•,P 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.2 _ *: NO.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 8033-TS AND BEA MINIMUM OF.126' - G( ; THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.048°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT %'0 61'3011 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 46°BAY �� STA E O • THE MATERIAL. MULLION "o •'•. FtOR10P•'t��: `4A ; ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.Lc'',&jONVI)LLAX-P.E. FL P.E.#88708 1 a --� 9.000• �-- �{ 1.aoo• � f--1.268°--� te�� .126° 126° p�q .126' .126' 2.760° 2.780° .125° 3.126° .12b° 3.988° by 2.000" 2000° .126" I 2.9118° .128° L .376° .376° •2sb' 1 M. O { T saw f 1'X2•X.128"MULLION V X Y X.376°MULLION 1°X 2.76°X.375'MULLION 1'X275'X.860'MULLION 1'X3.126'X.5'MULLION 126°X 3.188'X285•MULLION 1.25°X 2.11'X.125"MULUON 7 8083-TSALUM• 6063-T6ALUM. 8116378ALUM. 8063•TOALUM. 6063-TO ALUM. 6083-TO ALUM. 6W346 ALUM S� XSECTION X-SECTION XSECTION X-SECTION X-SECTION X-SECTION XSECTION W Q< {-{ -i F--.126° TABLE A O g i U-CLIP 2 y 8W3-T6 ALUM. Dimension Value On) For Mullion: � Z A.+. 0WTS ALD CLIPUM. I 2.126' XSECTION 2X6 ANOLE CLIP A 1.625 Z 28�3-TBALUM. FXSECTION 2.000' X-SECTION B 2.664 1°X2"X.126 :5 �126, I I 126" C 0.896 Aluminum a r L D 0.740 Tube Mullion I- O T E •450 Min. .126' A 1.125 a B 2.404 1"X 2"X.376" 6.600° 3.126' cUT HERE To .376° C 0.636 Aluminum F- 378° 'I_CREATE F-CLIP,SEE MIN. .338°MIN. 6.000° D 0.49D Abe Mullion MIN. DETALLF,SHEET4 .375°MIN. F"- A• U-CLIP E 0.450 OQ. 6083-TB ALUM. X. A 1.676 g' 1'16° 1 Of A A I E USED FOR ALL I•X2'AND A ___ MIN., 1°X276'MULUONB, B 3.000 1"X2.76°°X �� O.C. SHEETS 8.6 0.312° _ 0.225°T'P. TOPVIEW C 0.767 375 Tube MWlloln 0.312• 3.000"MIN. D 1.118 STANDARD CLIP 2X8 ANGLE CLIP E .480 Min. 6063-T6 ALUM, 6063-TO ALUM. A 1,392 TOPVIEW ¢ TOPVIEW B 3.= 1"X276°X .338°MIN. Aw U CLTABLE B C 0.478 Aluminum IP P X�3.12V X.6° PeT Pert# D 0.838 TW1e MWtla9 PRODUCT REVl9M 6.800' .376" A MULL ONLY,SHEETS Mull Dimension(shoot#) E ASO Min. oswmp1yft%WthdwFbdh .376° -� MIN. E TOP"'E ' Mullion Std.Clip ormet cup "lip Angle Clip A 2.000 p��jlp MIN. 1°X 2"X.1 i5-(6) 88806 M113M M1118M 686243M 668611 M B 2637 1'X 3.126°X 1'X 2°X.376"(8) 888008 888114M 6861119M 888244M 686612M C 0.883 .600°Alum B, 1.16° i 1"X2.76°X.376°M 68807 6W115M 6861120M 685245M 888813M D 1.137 Tube MUD MIN. I O.0 E ASO Min. /15111111 r YYY 0.312' B 338°MIN, 1°X276"X.860°(B) X808 68811BM �8i121M 6�148M E 614M A 2626p"%,(Ly.....,�<l�e��'i 1 e08 TB ALUM. VX X 3.126"X.600"(9) 68837M 6681118M OW 114M 680242M M516M B 3.282 1.25°X 3.188° IWIW 128' 3.18'X 265° 1.26"X3.188'X.285"(12) MIM OW 117M 6661113M 688241 M 66861 BM C 0.882 X.286°Alum ' D I MULL ONLY,SHEET 19 Tube MUD =*' No.68705 A @T` TOPVIEW 1.28°X2.11'X.125"(16) 69370 WA N/A N/A 668517M D 1.762 -128° IC NOTES E 460 Min 1.28°X 211' -a '• STATE Ip W OFFSET CLIP I A 1.813 .121'Alum 8&476 ALUM 740° 1)ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.IF NEEDED, Tube MUD �'O�F OR10? 'G?� TOPVIEW HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS OMEN ON THIS SHEET. "'SS�ONAI. �\ 2)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNN VIIL!EN,P.E. FL P.E.g 58705 �- 740• .126° w� 4.000' 4.000' 2. 1 .126' 1 212s �Y .125' .126• I 2.000' E 1 .126' 126° 9 z STANDARD CUP .12b'� U-CLIP 0 2X8 ANGLE CLIP .125' 8083.78 ALUM. 8083.76 ALUM. 8083.78 ALUM. -T XSECTION XSECTION XSECTION 1'X4°X.126"i 1'X4'%.378• I t MULLION MULLION 5.500' CUTf0aRE70 8.000° Uj Z B08SECTI UM. B083•TBALUM, 3.128° .376" .MIN. %SECTION X•SECTION •376° -CREATEF-CLIP,SEE � 0 2.881° MIN. DErAO F,BHEET4 V) 9.977° .126' 1 .338' Z Lug 1.18" (� O 376' 1 1 T' I "``0.31Y �T 0.31Y MIN. > 0 I O.C. F I z � 3260° O O (I� 2.71'MIN.OC Y 30°BAY MULLION 8083-TB ALUM. I (BAY MULLS) ILy XSECTION 1 O O O 3.00'MIN.O.C. Q Q O 0228' (V X 4°MULLS) (1 228' I+.881'�I STANDARD CLIP U CLIP 2X6 ANGLE CLIP 0083.70 ALUM. 6083-78 ALUM. 8083.78 ALUM, 3.408' TOPVIEW USED FORALL 1' TOPVVIEWW X 4'MULLIONS. t 877_--- .126' SHEETS 10611 0.50LEC ---{ TOPVIEW 1 378• 0' I Dimension Valuepn) For Mullion: !! •37b" MM. F 3.987 1"X V X.125" 1 G 1.000 Aluminum 1 .128• 48• 1.16 (� I (l H 2.680 Tube MWIIOn PRODUCT REWSM O.C' `~g.31Y F 3.187 1"X4"X.376" ascomptyiaSwlthBmFlorlde Ba0d8tg Cat' 48°BAY MULLION 1 3280' 2.260' 1 3.0001 G 0.767 Aluminum Ate°No 1(0 6083•TOALUM. I H H 2.430 7UbeMuAfon Elam XSECTION 1 O O F 2.813 30°Bay Mull BY -0 TO F 2.976 46°Bay Mull Iia 1 t u u f f .228°-j-�-.881'+ \\ON)LYNN 148° G TABLE D ENSt '•Fp �� 740' Mull Dimandon PGT Part * No.58705 wmt 8) Mullion Std.Clip Offset Clip U•t21p Angle Clip _- NOTES: 8083-TOALSET UM. 1°X4"X.126°(10) X384 666111M GM1122M 669241M 666618M - rOPYtEW 1"X4°X.376"(11) 88910 888112M 74 6861123M 688242M 665510M U TE 1)ALL MULLION CLIPS MAY BE FACTORY MACHINED AND ST TE OF CONTAIN UNUSED HOLES.IF NEEDED,HOLES MAY BE DRILLED M 30 Degree(18) 1 X49 WA WA WA (I886110M ��'� FLORIOP• (j THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. �" - - ---- ---- - 48 Degree(17) 1 OM WA WA WA 6506111M /;,S/0 NAL ? 2)SEE SHEET$2-4 FOR GENERAL INSTALLATION METHODS. A.LYfJI(i k11LLE'i�P.E FL P.E.#58705 3 TABLE E Mull Dimension PGT Part (ahael0) Mullion SW.Clip U-Clip Angle Clip -j(- .126° .{1- •125° (els 2°X 4"X.26°(13) 66502 585251 M 685271M 66112M I o T tl 2°X S•X.29'(14) 68W 6852(2M 666272M 6685113M I STANDARD CLIP I U-CLIP I 2X6 ANGLE CLIP La L 6003-T6 ALUM. 6083-T6 ALUM. 6063-TS ALUM. p�' NOTES: I XSECTION 2.125 X-SECTION 2,000° X-SECTION 0' 1)ALL MULLION CLIPS MAY BE FACTORY MACHINEDI 125 1 .126° I 125• L 9 AND CONTAIN UNUSED HOLES.IF NEEDED,HOLES N N MAY BE DRILLED IN THE FIELD FOLLOWWG I- 1 40a• -I T DIMENSIONS OMEN ON THIS SHEET. O 1 0 2)SEE SHEETS 2-4 FOR GENERAL INSTALLATION 6.600' J METHODS. CUHRET1.344• II O UQNZQQZzQ IcaQY CRETE FIP, 6000" LU.376r_SEEDETAILF, 375 79.00MW.O.C. .375° jQMIN. SHEEra 0.725 MIN. Q Z 0.312 1.716, 2.885 O.C. 4. MW O.C. d J�: q - J .zs2xax5 a33.43e ©—- -- MULLION 0.3123.436• B0 X-SECMN 375 MW.OC-.. .837"MIN.O.C. .250' Q ffi.ON ` STANDARD CLIP U-CLIP 2X5 ANGLE CLIP 6083-T6 ALUM. 6063-T0 ALUM, 8063-TS ALUM. TOPVIEW USED FOR 2'X 4° TOPMEW 6.600° MULLION SHEET 13 CTO TOPVIEW -CLIP, _6.000° -� —� MM 3.600° -I— CRREATEEATEFSEEEDDETAILF, MIN. 0.226° �2 3.0w .376° MIN. O .376° 1.715 I 1.344' 1 MIN.O.C. O.C. \10 /,�C} 1.500° PRODUCTRBVISED � I 0MW. ascomP131Ogwith OroFlarlde _ — Baild6ig Cuda 0.312 I AccaWencoNo Bx �nta 260• 6.a6o° -—- —1 - ---—- 4.688" t 6.438" 5.438° I 6.438° SOI �a `1111111 �/ 2•x r x 26" 01 0 ......��(cp MULLION '�1GENSf ' 6063-TS ALUM. :• •'•, XSECTION •375" Z No.56705 O 1 l O O MW. i0• ail twu of' �- 837 MW.O.C. '•. STA EOF �: 260' 2.820' U-CUP ��i0�� .FCORIOP ��j?• STANDARD CLIP 8163.:1.6 ALUM. 2X5 ANGLE CLIP // S .-. R2'X6' 603-TSALUM 6083-TB ALUM. USEDFO ' StO�`NIA� TOP VIEW MULLION.SHEET 14 TOW A.LYNN MILLER,P.E. TOPVIEW FL P.E.#68705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-14°.THE OPENING REQUIRES A DESIGN PRESSURE OF+80.01-60.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1°WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH 13 32'+32+1"=SV.REFERENCING SHEET 22,THE COLUMN USING --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1W AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.0/-80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SDE AVAILABLE. a OEfiAUA FROM TABLE 3A,SHEET 7,THE 1-X 2.78°X.375-MUWON(LENGTH=72',OPENING WIDTH=70-) D,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD MEETS THE DEPTH REQUIREIncl, SHEETS NOT BE SUITABLE FOR THIS APPLICATION. p 2-3 FROM TABLE 4A,SHEET S.THE 1'X 2.78°X.SSG°MULLION(LENGTH=72°,OPENING WROTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE by YYY 1 T2' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS. MILLION LENGTH 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 b ANGLE CUPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 840 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL, z �N SEE. O DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULUON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 3 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULUON. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-OD.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF ON LBS.ALTERNATIVELY, W NOAN—OHOOM IN WINDOW BILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m P WIDTH (SO PSF)X � FLES)=624.8 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318°.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01-86.0 PSR FOR THE VERTICAL MULUON' Q Z 1)INITIALLY ASSUMING THAT 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1•=IWAND THE OPENING WIDTH IS 38°+38°+1°=73°,REFERENCING SHEET 22, Z� THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8'AND WILL E LE 2.•MULTIPLE MULLIONS OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01.66.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. N J MULL WIDTHFROM TABLE 3A,SHEET 7,THE 1'X 2.76°X.375-MULLION(LENGTH=108°,OPENING WIDTH=80'MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/--15.1 PSF S2 'I I� AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F 3 U Q FROM TABLE 81-,SHEET 13,THE 2"X 4°X 280°MULLION(LENGTH=108•,OPENING WIDTH=8D'�HAS A DESIGN PRESSURE OF+/.84,7 PSF WHICH EXCEEDS THE REQUIREMENTS d O�AEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 871 LBS. SEE FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULUON WILL ADD 2•TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 38°+38°+2-74°,NOT 73'AS PREVIOUSLY , PRODUCTS 2"3 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL-, THE 73'DIMENSION(35.112°+36-U2'+2'=73y. r r 2)USE TABLE 88 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE,ASSUME THE POURED I I ` _ _ j CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION .�SEE USING THE STANDARD CLIP WITH(0)3/14r ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCHOR CAPACITY OF 1 OSO LBS WHICH IS GREATER,AND BEE LEN" DETAILS. DETAIL E. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS. 6 OPENING SHEET82-3 SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'XV X.280'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER MmomULL MULLION TYPE COULD BE CHOSEN. ODUCT REVISED 1)THE MULLION LENGTH IS Mr AND THE OPENING HEIGHT IS 32°+72'+2°=106°,REFERENCING SHEET 22,THE COLUMN USING TRAPEZOIDALRRUINGULAR LOADING MAYBE cw*yb*wfth d0 FlAda USED.FROM TABLE 9A,SHEET 13,THE 2°X 4'X.280"MULLION(®LENGTH=42°,OPENING HEIGHT=1201)HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE 8 ceNo 9 �� REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. SEE OFT., 2)USE TABLE BB TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8 SHEETS 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 2X8 ANGLE CUPS WITH e (4)3N S°ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF 840 LEE WHICH IS GREATER,AND THEREFORE SUR ABLE,FOR THE REQUIRED 11111 I 1 I t ANCHOR CAPACITY OF 521 LBS, ,......,�/� 36',HOMZ II 36',HORR. .� 't`r; ICENSi".. bRA.1.LENGIFI�F----ten�LER 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE SS FOR THE U-CUP SHOWS THE ANCHOR *i �1II CAPACITY IS 1074 LOS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 821 LBS.THE 'C OPENING WIDTH FOR VERTICAL MULL—»I ANCHOR TYPE IS A#12 STEEL SCREW. •k No.66705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION: Lu +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; n +1.170.0 PSF FROM THE 38`HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION} STA THE LOWEST DESIGN PRESSURE 13+1-84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. %u��' ALORIVI' i� .... VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ''� `S�ONAa� PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNNIMYLt��R,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705 t r EXAMPLES OF RECTANGULAR LOADING. EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: ® a i Pw O PW I � -HE r SH/DH SIi/DH SHIDH SMH ; PW PW O Q Q Q / / / WwL LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I / / m SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS � � � m m 1 tDR. SGD Z PYV LOADING OF VERTICAL MULLION u�l LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION J LLL PW ' a PW LAM PW z N SHIDH SHIDH 8HIDH SHIDH Q O Q p "SHMR)H LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1 Q SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j PW ipl 11 I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED I NOTES: PR DOOR PW PW ; PRODUCT REVISED 7)DRAWINGS ARE eomplyiog with the Fk9da HnilCod9 j RERESENTATIONS OF TYPICAL Aomptanoo No I PW CONFIGURATIONS. Date / / ; PW CONFIGURATIONS NOT SHOWN I MAY BE EXTRAPOLATED FROM By THOSE SHOWN. Mem+ t 1 1 i 2)IF THE LOADING TYPE CANNOT ��y Ly,.....�<<FQ��.� ShV I BE DETERMINED,USEPW `�t0?•'GE[SSE *�� PWI r RECTANGULAR LOADING.PIN '� •J j 3)SEE PRODUCTS'APPROVAL FOR *' Np,59705 I ho ACTUAL ANCHOR LOCATIONS. LU LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION ; ( I 0 11 W PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS ��rr ,O'•,1/� )p :'�\ SGD �;•.,&FLOF��P'' 1 �'•.......*(G. SSION LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN�tlI1LLl�,P.E. MULLION MULLION FL P.E.#68705 I osso�io�es J November 4,2013 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores,eFlorida 33138 Responses to Buildina Comments Permit Number: RC 13-2328 Address: 930 NE 95th Street Building Critique: 1. Occupancy changed to R-3 in sheet A-0 by hand and signed by the Architect of Record; 2. Address corrected in all sheets and by hand and signed by the Architect of Record in sheet A-0; 3. Note added requesting that shop drawings by G.C.to be provided to the Building Department for review prior to beginning of construction; 4. Note added to sheet A-2 by hand and signed by the Architect of Record; 5. Legend revised to show installation of cementitious boards on the floor; 6. Notes) revised to show 1x3 wood blocking; 7. Numbering of Floor plan construction notes shown corrected; 8. " „ 9. Alternate floor system has been crossed out: 10. Detail 5/A-4 has been revised to show 1 x3 wood blocking; 11. Typical frame out option in sheet A-4 has been revised to show only 1 x wood bucks; 12. See structural engineering consultant's response; 13. Demolition &floor plans revised to show location of elevation change in slab of Den; 14. See structural engineering consultant's response; 15. See structural engineering consultant's response (note added to architectural section showing location of new 2x8 rafters); 16. See attached Special Inspector forms; Sincerely, Yy Victor J. Bruce A.I.A., LEED R AP Vice President&Architect AR-0017103 A&I associates, Inc. 370 NE 1015 Street Miami Shores, Florida 33138 telephone 305-310-5030 fax 1-877-408-8280 email vbruce@ai-associates.net �kyROck Engineering , Inc PIarao��_ 0 =Emawww.skyrockeng.com� y � ANSWER TO BUILDING Nw 4 2113 t DEPARTMENT COMMENTSsaw FOR GREEN RESIDENCE jl INTERIOR RENOVATIONS 1 AT fr }} 930 NE 95TH STREET k MIAMI SHORES, FLORIDA PREPARED BY: AIMEE RODRIGUEZ, PE. LICENSE No. 69701 CA No. 29652 Phone:786.285.7157 Fax:305.258.3345 Email:aimeeC@skyrockeng.com Answer to Building Department structural Comments Structural Comments: 1. Dimensions have been added on plans for your use. 2. Section A-A indicate removing of bottom portion of existing beam with the purpose of match the bottom elevation of adjacent beams. Additionally 5"from the bottom of the new bottom elevation will be removed and re-poured in order to insert the new bottom reinforcing for the new beam height (12" min.). The additional reinforcing will be at the bottom of the new beam as shown on section 1/S-2. 3. Please, see wood beam calculations on page 6 & 8 of structural calculations. 4. Please, see special inspection form by architect. 5. Please, for window and door wind pressures, sizes and NOA#see architectural drawings. Building Comments: 12. Please, for soil compaction specifications see sheet S-1 structural notes (Concrete Slabs/ Monolithic Footings on Field). 14. Please, see Typical Tie Down/Filled Cell Detail at Existing Masonry Wall on sheet S-2. 15. Location of new 2x8 rafters have been specify on sheet S-2. MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MIAMI-DADE PERMITTING AND INSPECTION CENTER 11805 SW 26 STREET MIAMI,FL 33175-2474 NOTICE TO MIAMI-DADE COUNTY BUILDING OFFICIAL OFEMPLOYME T AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by Matt &Amanda Green to perform special inspector services under the Florida Building Code at the 935 NE 95th Street in Miami Shores project on the below listed structures as of 11/04/13 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: RC-13-2328 ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH FBC 2319.17.2.4.2(84409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.2.4(R4407.5.4) SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) (For tilt-up walls systems,inspect reinforcement as well) ❑ SPECIAL INSPECTOR FOR CURTAIN WALL,FBC 2414.7(R4410.5.7) ❑ SPECIAL INSPECTOR FOR STRUCTURAL GLAZING, FBC 2415.7.2(R4410.6.6.2) ❑ SPECIAL INSPECTOR FOR LIGHTWEIGHT INSULATING CONCRETE, FBC 1917.2(R4405.12.2) SPECIAL INSPECTOR FOR Retrofit of wood ceiling rafters Note: Only the marked boxes apply. The following individual(s)employed by this firm,or me are authorized representatives to perform inspection 1. Aimee Rodriguez P.E. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include: licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamentals Examination;or registration as building inspector or general contractor. I (We) will notify the Miami-Dade County Building Official of any changes regarding authorized personnel performing inspection services. I (We) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami-Dade County Building Inspector. All mandatory inspections,as required by the Florida Building Code, must be performed by the County. The County building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further,upon completion of the work under each Building Permit, I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Engineer/Architect 100? Name Victor J. Bruce (PRINT) CA Address 370 NE 101 st Street in Miami Shores Signed and Sealed Date 11/04/13 Phone No. 305-310-5030 r NOV n 4 2013 FORM 405-10 FLORIDA ENERGY EFFICI R BUILDING 2' NSTR llt'-MN Florida Department of Business a Pro s f eg ation-Residential Performance Method Project Name: Green Residence Builder Name: Street: 930 95 STREET Permit Office: City,State,Zip: MIAMI SHORES,FL,33138- Permit Number: Owner: Green Jurisdiction: Design Location: FL, Miami 1. New construction or existing Addition 9. Wall Types (2512.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 2208.00 ft2 b.Interior Wall,Interior R=0.0 160.00 ft 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=11.0 144.00 ft2 4. Number of Bedrooms(BedrmS In Addition) 1(0) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2275.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=30.0 1465.00 ft2 6. Conditioned floor area above grade(ft2) 2275 b.Cathedral/Single Assembly(Unvented) R=30.0 810.00 ft2 Conditioned floor area below grade(ft2) 0 c.N/A R R ft2 11.Ducts 7. Windows(311.5 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Main 6 162 a. U-Factor: Sgl,U=0.92 311.50 ft2 b.Sup: Attic,Ret:Attic,AH:FAMILY 6 227.5 SHGC: SHGC=0.44 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 24.0 SEER:16.50 b.Central Unit 36.0 SEER:15.50 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Strip Heat 16.5 COP:1.00 SHGC: b.Electric Strip Heat 21.8 COP:1.00 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.440 14.Hot water systems -Replacement equipment a.Electric Cap:50 gallons 8. Floor Types (2275.0 sqft.) Insulation Area EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 2275.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.137,\w1111111 Total Proposed Modified Loads: 43.95 PASS � l Standard Reference Loads: 56.11 I hereby certify tha�'e plar9s and speci�b��t S c6vered by Review of the plans and O& fi F this calculation and t#oliplianft a Flarida6ergy specifications covered by this calculation indicates compliance "1+ ® - Code. � ° ° with the Florida Energy Code. do: ria X60 � pA' PREPARED BYE ° o Before construction is completed DATE: / °° ` this building will be inspected for L7 « �/ �'•`oRID� 4ssi 1® compliance with Section 553.908 Florida Statutes. I hereby certify that thy,, n compliance with the Florida Energy�c d� CO WE OWNER/AGENT' BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 11/4/201311:54 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Green Residence Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 2275 Lot# Owner: Green Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 930 95 STREET Permit Office: Cross Ventilation: County: MIAMI-DADE Jurisdiction: Whole House Fan: City,State,Zip: MIAMI SHORES, Family Type: Single-family FL, 33138- New/Ebsting: Addition Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blocks 810 7290 2 Block2 1465 13185 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 810 7290 No 4 1 Yes Yes Yes 2 FAMILY 1465 13185 Yes 4 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Main 150 ft 0 810 ft2 0 0 1 2 Slab-On-Grade Edge Insulation FAMILY 175 ft 0 1465 ft2 ____ 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2464 ft2 0 ft2 Medium 0.45 No 0.9 No 30 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2275 ft2 N N 11/4/201311:54 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 I r CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Cathedral/Single Assembly(Unvented) Main 30 810 ft2 0.11 Wood 2 Under Attic(Unvented) FAMILY 30 1465 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below V Ornt To Wall Type0 _ 1 N Exterior Concrete Block-Int Insul Main 4.09999 31 4 9 282.0 ft2 0 0.7 0 _ 2 S Exterior Concrete Block-Int Insul Main 4.09999 8 0 9 72.0 ft2 0 0.7 0 _ 3 E Exterior Concrete Block-Int Insul Main 4.09999 24 6 9 220.5 ft2 0 0.7 0 _ 4 W Exterior Concrete Block-Int Insul Main 4.09999 43 0 9 387.0 ft2 0 0.7 0 5 N Garage Frame-Wood Main 11 18 8 144.0 ft2 0 0.7 0 _ 6 N Main Interior W all FAMILY 0 20 8 160.0 ft2 0 0 0.75 0 7 N Exterior Concrete Block-Int Insul FAMILY 4.09999 26 6 9 238.5 ft2 0 0.7 0 _ 8 S Exterior Concrete Block-Int Insul FAMILY 4.09999 48 0 9 432.0 ft2 0 0.7 0 _ 9 E Exterior Concrete Block-Int Insul FAMILY 4.09999 48 0 9 432.0 ft2 0 0.7 0 10 W Exterior Concrete Block-Int Insul FAMILY 4.09999 16 0 9 144.0 ft2 0 0.7 0 DOORS # Ornt Door Type Space Storms U-Value FtWidth ln FHeighln Area 1 E Insulated Main None .4 3 7 21 ft2 2 S Insulated FAMILY None .4 3 7 21 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 3 Metal Single(Clear) Yes 0.92 0.44 54.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 2 W 4 Metal Single(Clear) Yes 0.92 0.44 4.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 3 W 4 Metal Single(Clear) Yes 0.92 0.44 54.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 4 W 4 Metal Single(Clear) Yes 0.92 0.44 24.0 ft2 2 It 0 in 2 ft 0 in Drapes/blinds None 5 N 7 Metal Single(Clear) Yes 0.92 0.44 81.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 6 W 10 Metal Single(Clear) Yes 0.92 0.44 13.5 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 7 E 9 Metal Single(Clear) Yes 0.92 0.44 81.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 216 ft2 216 ft2 24 ft 8f 1 11/4/2013 11:54 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 I INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 W holehouse Best Guess .0005 2983.7 163.8 308.05 .345 8.7434 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 16.5kBtu/hr 1 sys#1 2 Electric Strip Heat None COP:1 21.8 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:16.5 24 kBtu/hr 720 cfm 0.75 1 sys#1 2 Central Unit Split SEER:15.5 36 kBtu/hr 1080 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / ---Supply---- ----Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 162 ft2 Attic 40.5 ft2 Default Leakage Main (Default)c(Default)c 1 1 2 Attic 6 227.5 ft2 Attic 56.875 If Default Leakage FAMILY (Default)c(Default)c 2 2 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling � ]]Jan (( ]]Feb [[ ]]Mar [ ]Apr May Jun Jul �C]AugX]Se [ ]Oct f l Nov Dec Heating [XJ Jan [XJ Feb [XJ Mar []Apr l May Jun Jul [ ]Au [ ]Sep []Oct (X] Nov Dec Vantin [[ ]]Jan [[ ]]Feb [[�Xll Mar [x]Apr l May [[[[[[ Jun [[[[ Jul [ l Aug [ l Se [xJ Oct [[[[�XXXIIII Nov Dec 11/4/201311:54 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(W D) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(W D) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/4/2013 11:54 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Departmentof Businessand Professional Regulations Residential W hole Bu i ldi ng Performance Method ADDRESS: 930 95 STREET PERMIT#: MIAMI SHORES, FL, 33138- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces:gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts,air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2+accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawispaces,garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds.Spas and heated pools must have vapor-retardant covers or a liquid cover or / other means proven to reduce heat loss except if 70%of heat from d site-recovered energy.Off/timer switch required.Gas heaters minimum thermal efficiency=78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached.Minimum efficiencies per Tables 503.2.3.Equipment efficiency verification required.Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 1 405.2.1 R-19 space permitting. 11/4/2013 11:54 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 Residential System Sizing Calculation Summary Green Project Title: 930 95 STREET Green Residence MIAMI SHORES, FL 33138- 8/21/2013 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(?ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 7717Humidity difference 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heatina load calculation 28576 Btuh Total cooling load calculation 52708 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of talc Btuh Total (Electric Strip Heat) 134.0 38300 Sensible(SHR=0.75) 105.1 45000 Latent 151.4 15000 Total 113.8 60000 WINTER CALCULATIONS Winter Heating Load for 2275 stts�,d�� Load component Load Window total 359 sqft 6099 Btuh Wall total 2111 sqft 5667 Btuh Door total 42 sqft 336 Btuh Mfi,(14%) , Ceiling total 2275 sqft 768 Btuh CO � j of Floor total See detail report 7670 Btuh J Infiltration 188 cfm 4143 Btuh �c,%, Duct loss 3893 Btuh wudastzo%) Subtotal 28576 Btuh Ventilation 0 cfm 0 Btuho � TOTAL HEAT LOSS 1 28576 Stuh SUMMER CALCULATIONS Summer Cooling Load for 2275 Load component Load Window total 359 sqft 14504 Btuh Wall total 2111 sqft 4250 Btuh Door total 42 sqft 504 Btuh Ceiling total 2275 sqft 390 Btuh %$'}Wert§%) ox. Floor total 0 Btuh aAC28%, Infiltration 141 cfm 2331 Btuh "k"N' Internal gain 16440 Btuh ` Duct gain 1979 Btuh Sens.Ventilation 0 cfm 0 Btuh " Blower Load 2400 Btuh Total sensible gain 42799 Btuh Latent gain(ducts) 1238 Btuh ; Latent gain(infiltration) 5571 Btuh Latent gain(ventilation) 0 BtuhA. Latentgai (inteal/occupants/other) 09 Btuh Total latent gin99Btuh ♦ �r � i TOTAL HEAT GAIN 1 52708 Btuh �d`�•,'� i EnergyGaugee SysteM 8th Edition PREPARED BY: EnergyGauge®/USRFZBv3.1 // �•.R.IDA,,.' ♦♦ VIII System Sizing Calculations - Summer Residential Load - Room by Room Component Details Green Project Title: 930 95 STREET Green Residence MIAMI SHORES, Fl-33138- 8/21/2013 Reference City: Miami, FL Temperature Difference: 15.OF(MJ8 99%) Humidity difference:58gr. 12 Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.50,0.85 B-L No E 2.Oft. 2.Oft. 63.0 0.0 63.0 18 46 2900 Btuh 2 1 NFRC 0.50,0.85 B-L No W 2.Oft. 2.Oft. 4.0 0.0 4.0 18 46 184 Btuh 3 1 NFRC 0.50,0.85 B-L No W 2.0ft. 2.Oft. 63.0 0.0 63.0 18 46 2900 Btuh 4 1 NFRC 0.50,0.85 B-L No W 2.Oft. 2.Oft. 24.0 0.0 24.0 18 46 1105 Btuh Window Total 1 154 (sqft) 7090 Btuh Walls Type LI-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Concrete Blk Hollow-Ext 0.15 4.1/0.0 282.0 2.2 631 Btuh 2 Concrete Blk,Hallow-Ext 0.15 4.1/0.0 72.0 2.2 161 Btuh 3 Concrete Blk Hollow-Ext 0.15 4.1/0.0 136.5 2.2 306 Btuh 4 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 296.0 2.2 663 Btuh 5 Frame-Wood-AdJ 0.09 11.0/0.0 144.0 1.4 205 Btuh Wall Total 931 (sqft) 1965 Btuh Doors Type Area(sqft) HTM Load I insulated-Exterior 21.0 12.0 252 Btuh Door Total 21 (sqft) 252 Btuh Ceilings Type/Color/Surface LI-Value R-Value Area(sqft) HTM Load 1 Cath/Sngl Assem/Ught/Shlngle 0.016 30.0/30.0 810.0 0.36 290 Btuh Ceiling Total 810(sqft) 290 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 810(ft-perimeter) 0.0 0 Btuh Floor Total 810.0 (sqft) 0 Btuh Zone Envelope Subtotal: 9597 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.41 7290 0.48 67.4 1111 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 4800 5720 Btuh Sensible Envelope Load: 16428 Btuh Duct load Average sealed,Supply(F16.0-Attic),Retum(R6.0-Attic) (DGM of 0.049) 808 Btuh Sensible Zone Load 17236 Btuh EnergyGaugeS/USRFZB v3.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Green Project Title: Climate:FL_MIAMI_INTL_AP 930 95 STREET Green Residence MIAMI SHORES, FL 33138- 8/21/2013 x. Type Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 5 1 NFRC 0.50,0.85 B-L No N 2.Oft. 2.Oft. 94.5 0.0 94.5 18 18 1707 Btuh 6 1 NFRC 0.50,0.85 B-L No W 2.Oft. 2.Oft. 15.8 0.0 15.8 18 46 725 Btuh 7 1 NFRC 0.50,0.85 B-L No E 2.0% 2.Oft. 94.5 0.0 94.5 18 46 4350 Btuh Window Total I 1 205 ft 6782 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 6 -Int 0.09 0.0/0.0 160.0 0.0 0 Btuh 7 Concrete Blk Hollow-Ext 0.15 4.1/0.0 144.0 2.2 322 Btuh 8 Concrete Blk Hollow-Ext 0.15 4.1/0.0 411.0 2.2 920 Btuh 9 Concrete Blk Hollow-Ext 0.15 4.1/0.0 337.5 2.2 755 Btuh 10 Concrete Blk Hollow-Ext 0.15 4.1/0.0 128.3 2.2 287 Btuh Wall Total 1181 s ft 2285 Btuh Doors Type Area(sgft) HTM Load 2 Insulated-Exterior 21.0 12.0 252 Btuh Door Total 21 t 252 Btuh Collings Type/Color/Surface LI-Value R-Value Area(sqft) HTM Load 2 Unvented Attic/Ught/Shingle 0.017 30.0/30.0 1465.0 0.07 100 Btuh Ceiling Total 1465 t 100 Btuh Floors Type R-Value Size HTM Load 2 Slab On Grade 0.0 1465(ft-perimeter) 0.0 0 Btuh Floor Total 1465.0 s ft 0 Btuh Zone Envelope Subtotal: 9420 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.41 13185 0.52 73.9 1219 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 9800 10720 Btuh Sensible Envelope Load: 21359 Btuh Duct load Average sear,Supply(R6.0-Attic),Return(R6.0-Attic) (DGM of 0.053 1140 Btuh Sensible Zone Load 22499 Btuh EnergyGauge®/USRFZB v3.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Green Project Title: Climate:FL_MIAM I_INTL—AP 930 95 STREET Green Residence MIAMI SHORES, FL 33138- 8/21/2013 The f ` ►F1n �x �s Windows July excursion for System 1 632 Btuh July excursion for System 2 0 Btuh Excursion Subtotal: 632 Btuh Duct load 31 Btuh Sensible Excursion Load 663 Btuh EnergyGauge@)/USRFZB x/3.1 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Green Project Title: Climate:FL_MIAM I_INTL—AP 930 95 STREET Green Residence MIAMI SHORES, FL 33138- 8/21/2013 q a „ AM Sensible Envelope Load 16428 Btuh Window Excursion 632 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of0.049) 839 Btuh (Includes 31 Btuh due to window excursion) Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 17899 Btuh 1 Latent infiltration/ventilation gain 2657 Btuh Serving Zones: Latent duct gain 508 Btuh 1 Latent occupant gain 800 Btuh Latent other gain 500 Btuh Total block load 22364 Btuh Sensible Envelope Load 21359 Btuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load(duct gain multiplier of 0.053) 1140 Btuh Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 22499 Btuh 2 Latent infiltration/ventilation gain 2914 Btuh Serving Zones: Latent duct gain 731 Btuh 2 Latent occupant gain 800 Btuh Latent other gain 1000 Btuh Total block load 27944 Btuh EnergyGauge®/USRFZB x/3.1 Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) Green Project Title: Ciimate:FL—MIAMI—INTL—AP 930 95 STREET Green Residence MIAMI SHORES, FL 33138- 8/21/2013 Sensible Envelope Load All Zones 38419 Btuh Sensible Duct Load 1979 Btuh Total Sensible Zone Loads 40399 Btuh Sensible ventilation 0 Btuh Blower 2400 Btuh Whole House Total sensible gain 42799 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 5571 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1238 Btuh Latent occupant gain (8.0 people Ca)200 Btuh per person) 1600 Btuh Latent other gain 1500 Btuh Latent total gain 9909 Btuh TOTAL GAIN 52708 Btuh 7k MCI 1. Central Unit RHEEM#RAPM-024 24000 Btuh 2. Central Unit RHEEM#RAPM-036 36000 Btuh *Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N),Full(F)or Half(1/2)) (Omt-compass orientation) Version 8 EnergyGaugeS/USRFZB v3.1 Page 5 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Green Project Title: 930 95 STREET Green Residence MIAMI SHORES, FL 33138- Building Type: User 8/21/2013 Reference City: Miami, FL (Defaults) Winter Temperature Difference:20.0 F(MJ8 99%) e � Window Panes/Type Frame U Orientation Area t X HTM= Load 1 1, NFRC 0.50 Metal 0.85 E 63.0 17.0 1071 Btuh 2 1, NFRC 0.50 Metal 0.85 W 4.0 17.0 68 Btuh 3 1, NFRC 0.50 Metal 0.85 W 63.0 17.0 1071 Btuh 4 1, NFRC 0.50 Metal 0.85 W 24.0 17.0 408 Btuh Window Total 154.0 ft 2618 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 282 2.98 842 Btuh 2 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 72 2.98 215 Btuh 3 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 137 2.98 407 Btuh 4 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 296 2.98 883 Btuh 5 Frame-Wood -Adj (0.095) 11.0/0.0 144 1.90 273 Btuh Wall Total 931 s t 2621 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated- Exterior, n (0.400) 21 8.0 168 Btuh Door Total 21 s ft 16813tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Cathedral/L/Shing (0.016) 30.0/30.0 810 0.3 266 Btuh Cellina Total 810 s t 26613tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 150.0 ft(perim.) 23.6 3540 Btuh Floor Total 810 sqft 3540 Btuh Room Envelope Subtotal: 9213 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.55 7290 0.48 89.8 1976 Btuh Duct load Average sealed,Supply(1`16.0-Attic),Return(R6.0-Attic) (DLM of 0.142) 1589 Btuh Room#1 Sensible Room Subtotal 12777 Btuh EnergyGauge®/USRFZB v3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Green Project Title: 930 95 STREET Green Residence MIAMI SHORES, FL 33138- Building Type: User 8/21/2013 IT Window Panes/Type Frame U Orientation Area t X HTM= Load 5 1, NFRC 0.50 Metal 0.85 N 94.5 17.0 1606 Btuh 6 1, NFRC 0.50 Metal 0.85 W 15.8 17.0 268 Btuh 7 1, NFRC 0.50 Metal 0.85 E 94.5 17.0 1606 Btuh Window Total 204.8 ft 3481 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 6 - Int (0.095) 0.0/0.0 160 0.00 0 Btuh 7 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 144 2.98 430 Btuh 8 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 411 2.98 1227 Btuh 9 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 338 2.98 1007 Btuh 10 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 128 2.98 383 Btuh Wall Total 1181 t 3047 Btuh Doors Type Storm Ueff. Area X HTM= Load 2 Insulated- Exterior, n (0.400) 21 8.0 168 Btuh Door Total 21 s t 1686tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 2 Unvent Attic/L/Shing (0.017) 30.0/30.0 1465 0.3 502 Btuh Ceilinci Total 1465 ft 502Btuh Floors Type Ueff. R-Value Size X HTM= Load 2 Slab On Grade (1.180) 0.0 175.0 ft(perim.) 23.6 4130 Btuh Floor Total 1465 sqft 4130 Btuh Room Envelope Subtotal: 11327 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.55 13185 0.52 98.5 2167 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(146.0-Attic) (DLM of 0.171) 2304 Btuh Room#2 Sensible Room Subtotal 15799 Btuh Heating Loads For System(s):1 Block load 12777 Btuh Serving Rooms: 1 EnergyGauge®/USRFZB v3.1 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Green Project Title: 930 95 STREET Green Residence MIAMI SHORES, FL 33138- Building Type: User 8/21/2013 Heating Loads For System(s):2 Block load 15799 Btuh Serving Rooms:2 Subtotal Sensible Heat Loss 28576 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 28576 Btuh � I 1. Electric Strip Heat 16500 Btuh 2. Electric Strip Heat 21800 Btuh Key:Window Was- NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear or Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) qu Version 8 EnergyGauge®/USRFZB v3.1 Page 3 f • • �kyROck Engineering , Inc www.skyrockeng.com • � r�c�r Y � �o�� • STRUCTURAL CALCULATIONS' • ;j • � FOR GREEN RESIDENCE INTERIOR RENOVATIONS • • '1 AT A. • 930 NE 95TH STREET MIAMI SHORES, FLORIDA • it • f • • PREPARED BY: • AIMEE RODRIGUEZ, PE. • LICENSE No. 69701 • CA No. 29652 • ,i 1 • • l� l3 • • Phone:786.285.7157 Fax:305.258.3345 Email:aimee@skyrockeng.com • • l./ • • Developed by MECA Enterprises, Inc. Copyright 2013 • Date : 8/12/2013 Project No_ Company Name : Designed By Address Description • City Customer Name :I State : I, Proj Location : • File Location: C:\WORK\MY PROJECTS\201;3\(13020) green residence\CALC\AIND_wnd • A11pressures shown ar ; based upon ASD Design, with a Load Factor of . 6 • Basic Wind Speed(V) _ 175.00 mph - Structural Category II ExpoC T sure Category Natural Frequency T N/A sure Structure No • Importance Factor T 1.00 Kd Directional Factor = 1.00 Damping-Ratio (beta) 0.01 9.50 Zg _ 900.00 ft 1.00 Alpha pha 1 0.11 Bt = 0.65 • Am 0.15 Bm - Cc 0.20 1.20 Zm - 500.00 ft Epsilon 0in 15.00 ft • = Slope of Roof T 3 12 Slope of Roof(Theta) 14.00 Deg Ht: Mean Roof Ht 11.02 ft Type of Roof = Gabled • RHt: Ridge Ht ; 14.20 ft Eht: Eave Height 7.83 ft OH: Roof Overhang at Ea 2.00 2.00 ft Roof Area = 4680.00 ft^ 2 1 Bldg Length Along Ridge 67.00 ft Bldg Width Across Ridge= 84.00 ft • Gust Factor Category I R:L�- Structures - Simpltfied Method Gustl: For Rigid Structutes (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gast Factor Category II Rigid Structures - Complete Analysis Zmd 0.6*Ht R = 15.00 ft • lzm: Cc*(33/Zm)^0.167 = 0'23 Lzm: 1*(Zm/33)^Epsilon 427.06 ft Q; (1/(1+0.63*( (B+Ht) 7Lzm)^0.63) )^0.5 0.90 • Gust2: 0.925*( (1+1.7*lzm* .4*Q)/(1+1.7*3.4*lzm) ) = 0.87 Gust Factor :Sunwary • Not a Flexible Structure use the Lessor of Gust1 or Gust2 - 0.85 . Table 26.11-1 Internal ProCoefficient Coefficients for BuIldings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Topographic Adjustment • 0.33*z 3.64 Kzt (0.33*z) : Topographic factor at elevation 0.33*z 1.00 • Vtopo: Adjust V per Para 7.5.2: V * [Kzt(0.33*z)1^0.5 = 175.00 mph • Net Wind Pressures .on Walls (Table 27.6-1) Wall Pressaxes do not bwlude effect of internal pressure • ii��_... ...__._. ice:a-_-• :r=... .>.�_ .'-s'='--�- _� .... __ :. E$- _.. ..'d."`.__ - L1B ' 0.80 . ph: Fet Pressure at top of wall (windward + leeward) 38.70 psf p0: Met Pressure at bottom of wall (windward + leeward) 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf . pl: Leeward wall pressure acting uniformly outward = .36 * ph_ 14.71 psf pwh: Windward wall pressure acting uniformly outward = ph-pl 23.99 psf • • • pwO: Windward wall pressure acting uniformly outward = p0-pl = 23.99 psf t 1.25 ph: Net Pressure at top of wall (windward + leeward) 37.43 psf • pO: Net Pressure at bottom of wall (windward + leeward) = 37.43 psf • ps: Side wall pressure acting uniformly outward = .57 ph 21-16 psf pl: Leeward wall pressure acting uniformly outward = .35 * ph= 13.18 psf • pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.25 psf pwO: Windward wall pressure acting uniformly outward = p0-pl = 24.25 psf • See Fig 27-6-2 for Parapet wind Roof Pressures Pressures See Table 27.6-2 • Mean roof ht. Pf! f- W• ind Wall Pressures h See Table 27.6-1 Plan N • Ficn-ation Met Wind Pressures On Roof (Table 27.6-2) : • Exposure Adjustment Factor = 1.000 • Zone Load Casel Load Case2 • - --- psf--- -----PSE----- • 1--- -35.37 5.12 2 -24.35 -7.17 3 -36.05 .00 • 4 -32.18 .00 5 -26.37 .00 • Note: A value of 10, indicatas that the zone/load Daae is not aXpllaalble. • O tl 4 '►USNJ h Ulk gted Gabled Roof • R00f overlmnq Loads (Figure 27.6-3) : • Load Case 1: _ • Povh1: Overhang pressure for zone 1 = -26.53 psf Povh3: Overhang pressure for zone 3 -27.03 psf • Load Case 2: = 3.84 psf • Povh1: Overhang pressure for zone 1 = .00 psf Povh3: Overhang pressure for zone 3 - - • Developed by MECA Enterprises, Inc. Copyright 2013 • Date : 8/12/2013 Project No. Company Name : Designed By Address Description • City Customer Name State Proj Location • File Location: C:\No1K\MY PROJECTS\2013\(13020) green residence\CALC\WIND.wnd a _ l. 1r -J-Ls I •s. • -y•� cf netshown .�' •+r 1 I 1 1 • -� 't•` r r ', 1 i - 1 I • �'t � -.� . Gable Roof AS • A21 pressures shown are based upon ASD Design, with a Load Factor of . 6 • Width of Pressure Coefficient Zone "a" = 4.408 ft • Description Width span Area Zone Max Mia Mss P Min P ft ft ft^2 GCP GCP Psf Psf --------------------------------------------------------- • WINDOWS 2.00 5.00 10.0 4 1.00 -1.10 47.12 -51.11 WINDOWS 2_00 5.00 10.0 5 1.00 -1.40 47.12 -63.09 • 10SF 2.00 5.00 10.0 L 0.50 -0.90 27.15 -43.13 10SF 2.00 5.00 10_0 2 0.50 -1.70 27.15 -75.07 • JOSF 2.00 5.00 10.0 3 0.50 -2.60 27.15 -111.01 10SF 2.00 5.00 10.0 2H 0.50 -2.20 19.97 -87.85 10SF 2.00 5.00 10.0 3H 0.50 -3.70 19.97 -147.75 • 25SF 5.00 5.00 25.0 1 0.42 -0.86 23.98 -41.54 25SF 5.00 5.00 25.0 2 0.42 -1.50 23.98 -67.13 • 25SF 5.00 5.00 25.0 3 0.42 -2.36 23.98 -101.48 25SF 5.00 5.00 25.0 2H 0.42 -2.20 16.79 -87.85 • 25SF 5.00 5.00 25.0 3H 0.42 -3.22 16.79 -128.68 50SF 5.00 10.00 50.0 1 0.36 -0.83 21.57 -40.33 50SF 5.00 10.00 50.0 2 0.36 -1.35 21.57 -61.12 • 50SF 5.00 10.00 50.0 3 0.36 -2.18 21.57 -94.26 50SF 5.00 10.00 50.0 2H 0.36 -2_20 16.00 -87.85 • 50SF 5.00 10.00 50_0 3H 0.36 -2.86 16.00 -114.25 100SF 10.00 10.00 100.0 1 0.30 -0.80 19.17 -39.13 100SF 10.00 10.00 100.0 2 0.30 -1.20 19.17 -55.11--4- 100SF 55.11- 100SF 10.00 10.00 100:0 3 0.30 -2.00 19.17 -87.05 100SF 10.00 10.00 100.0 2H 0.30 -2.20 16.00 -87.85 • 100SF 10.00 10.00 100.0 3H 0.30 -2.50 16.00 -99.83 JOIST 1.33 10.50 36.8 1 0.39 -0.84 22.64 -40.87 • JOIST 1.33 10.50 36.8 2 0.39 -1.42 22.64 -63.79 JOIST 1.33 10.50 36:8 3 0.39 -2.26 22.64 -97.47 - • • • Khcc:Comp. & Clad. Table 6-3 Case 1 0.65 Qhcc: .00256*V^2*Khcc*Kht*Kd 39 93 psf • • • • • • • • • • • • • • • • • • • • • • • � ��, . � � JOB: • CA No.29852 www.skyrockeng com SHEET No.: OF • EMAILsimee@skyrockeng•com CALCULATED BY-- Z DATE �2 Phone:786 285 7151 Fax 305.258 3345 1 • ��- IL wd �T J • w..�. {it Qy/j�J '�1T l7'�.,®-fet��.....u�a. E•.�6 .`) ��"1�4% � . A/^dry. c LR • a 4' 6 ' 7> c/�`�-'°� cra.�'A � c-' 'p,¢;I,- G`�g' 'Cd✓� (r: � vr�C rl�;rwy,�, • ��° � 4 — � �V KAT l � 3✓!a ''- �` • Jow. • : OF CA No.291W www.dW=kenq-com SHEET No • EMAIL:atmee@dWmdmV.cOm CALCULATED BY:1�4-& DATE: Phone:786 285 7157 Fmc 305.258 3345 • go A". • • tba 9tj .0 40 zz, v6 cog 1VO • Job# • Dsg Dsgnr. Date: 12:30PM, 9 ANUG 13 Description • scope: • �« 5°fj Page 1��i NEW ROOF BEAM Lnn—fber• er Code Ref:2001 NDS,2003 IBC,21W NFPA 5000.Base apaabteS are user defined. MOD ffm Tung Section met • Beam Width in 5.500 Beam DqO in 11500 • Le:Unbrac ed Length it 17.50 Timber Grade n R,NMI Fb-Basic Allow psi 1,250.0 • Fv-Basic Allow PSI 175.0 Elastic Modulus kW 1,700.0 . Load Duration Factor 1.000 Member Type Sawn Repetitive Status No • Center 3,an Data • Span it 17.50 Dead Load #/fi 139.50 • Live Load mit Rasults Ratk►_ 0.9453 • mmax @ center In* 140.98 P—X=- it 8.75 • ft):Actual Psi 1,1829 Fb:Allowable psi 1,230.3 • fv:Acylpsi 57.1 Fv:Allowable psi 175.0 • Reactions �1 Left End DL tbs 122D.62 LL lbs 1,464.75 Max.DL+LL lbs 2;685.37 • Right End DL lbe 1 .62 LL lbs 1,464.75 • Max.DL+LL lbs 2;685.37. Ratio OK • Center DL Defl In -0248 L(Defi Ratio 845A • Center LL Deft in -0298 L(Defi Ratio 704.5 • Center Total Deft in -0.547 Location it 8.750 UDefi Ratio 384.3 • • I Mechanical Anchollfl-a SYStell's CV 4.3.5 Kwik Bolt 3 Expansion Anchor • Table 6-Carbon Steel Kmdk Bolt 3 mawame Loads in Nomtal Weight Concrete' Anchor Embedment f'c=1DWD pal(13.8 MPa) fa=3000PSlP•7 MP4 rc=4000 P .017.6 MPa) Pc=6OW Psi(41.4 MN • Diameter Depth Tension Show a�n � � �� b Q" Shear� in. (MI) is (� lb 0" Ib ) • 300 365 430 650 1-1/8 (19) (1 (6) (1.9) (2.4) . 1/4 635 ON 715 530 800 530 560 (6.4) 2 (51) (2-8) 9-4) (32) 9-4) _(3-6) (2-4) 845 (2.4) • 3 (76) 765 795 840 (3.8) (3.4) (3•5) (3.7) . 1-5/8 (41) 730 1135 910 1278 1095 1420 7090 (3.2) (5-0) (4-0) (5-7) (4.9) (6.3) (4.8) • 3/8 12W 1sm 1850 2060 1315 2112 (64) 1378 1315 (82 1315 (9-2 (5-8) . 3412 (89) sm (9•� (5-8) 1770 (5.8) 1965 (5.8) ( 6) (70) (7.9) (8.7) • 2-1/4 (57) 1235 1865 1430 2300 1620 2405 1975 (5.5) (8.3) (6.4) (102) (72) (10-7) (8.8) • 1/23412 (89) 1930 2185 2440 3240 2415(12.7) (8A) 2415 (9.7) 2415 (10.9) 2418 (14.4) (10.7) • 4-314 (121) 2.135 (10.7) 2366 (10.7) 2875 (10-7) 36M (9-51 (10.5) (11A (16.1) 2.314 (70) 1920 2760 2065 3410 2210 3785 2830 • (8 5) (72 2) 09-4 (15.2) (12.6) • 618 4 ham) 3020 3360 4770 3910 (15.9) (118) 3910 (13.4) 3910 (15.1) 3910 (212) (17.4) • 5412 (140) 3265 (17.4) 3695 (174) 4100 (17.4) 6325 (146) (16.4) (182) (23.7) 3-1/4 (8:11) 2120 4090 2425 4900 2730 111110 3785 53'10 • (9.4) (18A (108) (221.8) (12.1) (236) (16.8) W.G) 314 4.3/4 (121) 3240 4 5m5m 6165 • (19.1) (14.4) 8340 (118.9) 5340 (23-5) 5495 (27.4) 6228 • 7005 (27.7) 6-112 (165) 4535 �3 8) 6860 (23.8) 7185 (L4.4) (202) P-1) 04 (312) • 4112 (114) 3330 7070 4060 7600 4670 8140 6070 (148) (3114) (18.0) (33.8) (20.8) (62) (22•6) 1 6 (1M4930 6000 7070 8400 9200 • (25.4) (219) 9200 (26.7) 9600 (31.4) 9200 (37.4) (40.9) • 9 mg) 6670 (409) 7670 (409) 8670 (409) 10670 (29.7) (34.1) (38.6) (47.5) • 1 Intermediate toad values for other concrete strengths and my6edments,-be calcrulated by ihrear Warp"I °n- • • • • • • 336 H6ti,Inc.W I-8 879-8000 I wwwxsltit m m 1 en espafiol 1-800-879-51W 1 IM(Cane)C;OM.1-810-383-4458 1 wwwjai as 1 ProductTeChntcal Guide 2008 S&HP$&170 . . • . These prodar&are avarTable wAaMlIand ocrmsm protedlan Addfona Xm ve&on These productia are approved kr h0affafter oth the&mfi:Orfve SD Shudurd- ft page mwalsobe ava8abls wO ffils option do*WIM SbWm S rmg-lb hidefaft Con�srres!Sea jaw so fortha carred subAb on and SD sdewsim. • FUNUM 13F)SP UpRaLaad wow UpINLoad ModelAflowable Loft will! Afton f_etelal gWiN Code Mo Rafters/ To all TO `To UPIN . Lai" OdXmr Kaf� Het 1tQss Plales (1160)(= Ft Fi t 1 Fy F2 (is F3� H1 18 6-W% 4-8d 1— 585 485 165 455 400 415 140 1 370 117, . .F16 H2 18 5-8d — 15-8d 335 — — 335 230 — — 1 230 N H2A 18 54WIA 2-81 X 5=CW* 575 130 55 485 130 55 IP1. F25 • �'; = H2.5 16 11 F18 5-8d 5-8d — 415 150 150 415 365 130 130 365 11 p HOW 18 5-8d 5-8d — 600 110 110 480 535 110 110 480 117 M5T 18 5-8d 5-8d 545 135 145 425 545 135 145 425 IP1, F25 • H3 18 4-8d 4-8d — 455 125 160 415 320 105 140 290 H4 20 4-8d 4-8d — 360 165 160 1 360 235 140 135 235 117, . .fl6 • H5 18 4-8d 4-8d — 455 115 200 455 265 100 170 265 e H6 16 8-8d 8-8d 850 820 117,F16 H7Z 16 4-8d 2-8d 8-8d 985 400 — 845 345 • H8 18 5-tOdKl% 510dx1'fz — 745 75 — 630 565 75 — 510 F26 H10 18 8-8d IA 8-8dx1Ya 995 590 850 505 235 117 F16 H1oA 18 9-10dx% 9-1od)d% — 114W 590 285 — 1015 505 285 — 117 F25 • H109870 18 8-$d IA &Bdxl%- 8-8d 1010 660 215 550 870 570 185 475 IP1, .F25 H10-2 18 619d 610d 760 455 395 655 390 340 117,F16 • H11Z 18 6-16dx2'lh 6 16dx2'h _ 830 525 760 _ 715 450 655 = 170 1 12 8dx1Ys 13-8d 13507 515 265 1050 480 245 H14 18 IP1, . .F25 2 12 Bdx1'h 15-8d — 1350' 515 265 — 1050 480 245 • 170 1.Loads have been Increased 60%forwi d or eardultut loading with &Hurricane Vas aro sham hof the retail for cry and assume a min(mum no further increase allowed;reduce where odor lam Comm overhang of 3W installation on the inside of the wall Is acceptable(sea Ganem/lns&ucdm for 2.Allowable loads are for are anchor.A ntft a rafter Rimm of Ift hrisow cedes to an page M.For upfift Cotthahous Load Path,Connections In the same area • 2Yz must be used when framing armhors are instuftod on each side rm trum to plate connecbhrand pkb to stud connector)amst be an same side of the wa1L of the joist and on the same side of the plate(ampffon:connectors 7.Southern Pbm allowable upigt foot for H10A=1340 Obs.and for H14=1465 lbs. hmMYed such drat n&on apposite sides dmiT hib*m). B.t�to tomcat bulletin T IITtEBERI MG for Ht,H10,H1OS,H10-2,H11Z,H14 a8aeable 3.Allowable DF1SP load for stud to bottom plate Installs g t loads(see page 214 for deftft • [[ ddat715) 8� ((F�5}3�Ors(H2 5A):380 Ow( and 9.HiOS can have the stud offset a maximum d 1'from rafter(center to center)fora 310 lbs.(HS).For SPF/HF values muitply thees values by 0. 4.Allowable loads In the Ft direction are not Intended to replace reduced uplift of 890 lbs.(DRSP),and 765 lbs.(SPF). • d�phragm boundary mmnbes or prevent cry Wain bending of 10.H10S mails to plates are optional forupOft but required for lateral loads. the inns or rafter nembem 11.Bn&J6dx2'h-0.162°dILx2h long,10 d=0.1487 dia.xTIM, 5.When cross-gain bending or cross-Wain tersoh cannot be avokded 10dxi Y:=0.148°dia.x IW long,8d-0.131"dia.x 2W long,8dx11h=0.131"dla x1 Y¢long. In tiro ntmnbers,rnachatded mWwcem d to resistsuch forces may See page 24-25 for other nab sues and bdomator. • be considered. f ! o • � �f �1 _94 o W • � J. .rte Z H?A ItlsteHaffon TSP f en RUA II�HOOD HUT Insfaf�on g H1 ImMlleMon ) (AWshrtabotb top POW) (Areas biro both top phtes) 8 (H-5shn�} F z • 1>seam�aun g �v ° r � rdt�8duba� a • Ir ° 6dsdltas4 S ON �ad tr�a1�1Qn o • HS Inam Hom (H25AAW %a¢m ®HUF I�ilA n 'FH6! F1 1�msdr6r>b9�.►'r o°h°°° ° nd • H4 InSh"m H5 often m .told lnsbdmmm Piate H6 Slid to Bmd ®H7Z I Qafion 174 (Nails hdo uppermp.phe) (Mads hltobom hrp p(atas) is • 'ks Erv�6�'� C:'-i�"w�� L�_-✓'��'r� ' Y� 'A"Ir C.p qty' JOB: • CA No.29652 www.skyrockeng-com SHEET No.: ` OF • EMAIL aimee@skyrog.cmm CALCULATED BY: J7�®� DATE Phone:786 285 7157 Fmc 3(J .256 3345 2 5 ge • 'y� h 000 • • _ ,`rte. �, g2 Z �� 0 (5491 g�� l • • • G ' of 5 61 X 16 • ©, - •• �y //pJ �m .�.,m_� .® JOB: y ��,� • CAN IA CA No.?�i2 www.slcyrockeng.com SHEET Na. ®Z"" OF�f��--- i EMAIL-aimee@sWockerig.com CALCULATED BY: Phone:786 285 7157 Fmc 306.258 3345 Wim . NIL POz, f- 1�6 • �' � '7, 2 K z_ • �� , 7 _ • • • • Straps&nes • p Twist straps provide a tension connection between two wood MTS hlstamon d .; • members.They resist uplift at the hemi of a truss economically. as a Truss-to- The 7 bend section ellmi nates interforem at the transition Top Plate Tie r • points between wood memil as. ° MATERIAL:LT5--18 gauge:MTS--16 Mtge:HTS--14 gain e • FINISH:Galvanized.Some products available in stainless 15 steel and ZMAX0 coating;see Corrosion Information, m • page 18-19. INSTALLATION:Use aed fasteners.See General Notes. • CODES:Sec page 20 for Cale Reference Key Chart These products am avadaW with addhard corrosive►prafteffm AddAbW products Oft 2a° -'' Hds page may do be ale wA d*opft rdArkwdh ShnAvo Shang-ro fords 0' These products are approved forfasmUarhui w0 the Stroag-Wa SD Shucbu*Cda dorsa w. LTS12 15° • Se°pv?ga 9D lve the correctsu6stft+dianlad SD saewsize t1F1SPAllmeble SPF)HFAUtwrable Fasteners ModelUpmads Upll t Lads Code No. L 4M 10dmA'h 48d 48dx1'h lad 10mt1'h Ref. u LTS12 12 1210d 1210dx1% 775 720 665 620 KPI330 1Y° LTS16 16 1210d 1210cb(l% 775 710 665 6220MTS° M LTS18 18 1210d 1210d)(1'h 775 720 665 620 SW j (KWW • LTS20 20 12-10d 1210d)(IN 715 720 1 665 6201 r17, ,. si�u7ar) MTS12 12 1410d 14-tOWH 1OW 1000 860 660 F16 \Fj MTS76 16 141 Od 141OW k 1000 1000 860 860 MTS18 18 1410d 1410dx134 1000 1000 860 860 • MT820 20 14-10d 14-10MI& 1000 100D M 860 MTS30 30 i410d 1440dX% 1000 10� 860 860 MTS24C 24 1410d 1410dxl% 1000 1000 860 860 F26 • MTS30C 30 1410d 1410W% 1000 1000 860 860 HTS16 16 16-10d 16-10dxl36 1260 1150 1085 990 • HTS20 20 20-10d 2410dx134 1450 1450 1245 1245 HTS24 24 2010d 2410dx136 1450 1450 1245 1245 Itld Ra r HTS28 28 20-10d 2410dx1'A 1450 1450 1245 7245 H7 Fts With 1-�olst Rafter HTS30 30 2010d 2410010% 1450 1450 1245 1245 HTS30C 30 2010d 2410dx136 1450 1450 1245 1 1245 • 1.Loads have been h=wmd forwind or eardrqua&e 4.M straps wa>apt the MTS30 and HTS30 have the twat in the cent"of the strap. loafing with no further Increase allowed:reduce 6. �Edi on the holds face ofcd Uut sWd truss to aches the load where other loads govern. 2.LTS12 thru LT$20,MT816 through MTS30,HrW4 o through MM(eaeptHTS30)hace additional nail holes. Typical W= 0 3.Install half of the Miers on each erd of strap to &NABS.10d-0.145 dia.x T long.10dxl Yz=0.148°dia.x 1th long. Installation achieve full hhads See page 24-25 for other nag sbas and information. S � d *� a For fast,accurate imiallation of door and window headers and • other arm members.HH healer hangers can speed up the job, 0 �► strengthen the hie,and eliminate the til for trimmers. Fi o MATERIAL:16 gauge � m FINISH:Galtranizeal H . o o a INSTALLATION:•Use aff spm fastanem Sar General Notes. •Atbccknent to 2xstuds will vesult in two raid how not �zti ° F2 o being filled hi the studs and load reductions as noted in table. . • CODES:She page 20 for Cale Reference Key Chart ° r� • lift Fasteners Mowabletoads HH4 F3 PAGOW H p� Siad Header Ft F Fa F4 Code HH Load Size Directions • 2x 710dx116 410WH 855 965 1035 —a170 HH4 3'/4 2% Obi 2x 7-16W-% 4-16W% 1010 1140 1195 — • 3x 9-16d 416d 1195 1195 1195 7104 F13 2x 10imai 6-ledx1'h 1220 o 1480 — 170HH6 5Y2 535 Obl2x 10-1 6-16dac'A 1440 1595 1595 3x 12164 6-16d - 1595 1595 1595 1064, F13 1.Loads have been exreased with no tenth"Increase a0ored:redhce where other tads Pam. 2.For 3x pats,16dx2'/a°nails may be srbstluted with no reduction in load. rTgdcW ')3.For SPF/HF lumber use 0.86 x OF/SP allowable load. 4.NABS 1Ud'A=0.145 dia.x 1 W IM,16621A=0.162°dia.x2 long,16d-0.16r dbL x3'h°IM. 177 See pegs 24-25 for other nm1 situs and hdotmadom. SkyROck �ggineering , Onc f � �,y©uEmn-H www.skyrockeng.com STRUCTURAL CALCULATIONS MAR 19 2014 REVISION #3 E FOR k GREEN RESIDENCE 4 INTERIOR RENOVATIONS AT 930 NE 95TH STREET MIAMI SHORES, FLORIDA i` PREPARED BY: AIMEE RODRIGUEZ, PE. LICENSE No. 69701 CA No. 29652`Z l Phone:786.285.7157 Fax:305.258.3345 Email:aimee@skyrockeng.com ge CA No.29652 wwwA4wd=*V=n SHEET No.: / OF A EAWL MWodwM.torn CALCULATED BY: DATE- Phone. ATEPhare:786 285 7151 Fax 305.258 3345 z I 97LI, 46 56 are e a Title: Job# Degnr: Dube: 10:25AM, 13 MAR 14 Description scope: URsse. las,ver5.a.a 1-0w-2= Page 1 (c)1983-2=ENERgALCErtgineeringsoftware Timber Beam & Joist ca�� .calW i Description NEW WOOD ROOF BEAM AT DEN Timber Member Information Code Ref:2001 NDS,2(W IBC,2003 NFPA WW Base allowables are user defined. aroW OEM Timbermon am Beam Width In 5.500 Beam Depict in 11.500 Le:Unbraced Lerilth ft 11.60 Timber Grade 3auEiiem rhr,Noa Fb-Basic Allow psA 1,350.0 Fv-Basic Allow PSI 175.0 Elastic Modulus ksi 11800.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status No center span Data I. Span a 11-60 Dead Load Wit 342.80 Live Load #Ift 411.00 Results Ratio= 0.9390 Mmax @ Center in-k 152.15 @X= R &80 1b:Actual PSI 1255. Fb:Allowable psi 1,336.5 Bending OK i fv:Actual psi 87.1 Fv:Allowable psi 175. Shear OK Reactions (�Left End DL els 1, 824 LL lbs 2,383.80 Max.DL+LL lbs 4,37204 Right End DL tits 1,924 LL lbs 2,383.80 Max DL+LL lbs 4,372.4 Defiections Ratio OK Cordy DL Dell In -0.111 UDeti Ratio 1,2W7 Center LL Detl in -0.133 UDefl Ratio 1,043.1 Center Total Deft in -0245 Location ft 5.800 !/i)afl Ratio 568.8 L _ J Title: Job 0 J } Dsgnr: Data: 1:53PM, 13 MAR 14 ./ Description: sco Pe.' Rev: 580000 User•.KW-0803Z�,Ver 5.8.O,1-D--2003 Timber C®@Urnn Design Page 1 (.)1863 2003 EMERC 56 Engineering Software calmecw.CaloAtIons Description Wood Column at Den General Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined. Wood Section 8x6 Total Column Heigh 12.00 ft Le XX forAxial 12.00 ft Rectangular Column Load Duration Factor 1.00 Le YY far Axial 12.00 ft Column Depth 5 50 in Fc 825.00 psi Lu XX far Bending 12.00 it Width 5 50 in Fb 1,200.00 psi E-Elastic Modulus 1,500 ksi Southern Pine(Wet),No.1 SR Loads Dead Load Live Load _Short Term Load Axial Load 3,976.50 ibs 4,767.60 Ibs 0.00 lbs Ecoentrie tp 0.000 n Summaly Column DK Using:6x6, Width=5.50ir, Depth=5.5Oin, Total Column Ht= 12.O0ft L+ DL+LL+ST OL+ST fc:Compression 289.06 psi 289.06 psi 131.45 psi Fc:Allowable 50125 psi 501.25 psi 50125 psi fbx :Flexural 0.00 psi 0.00 psi 0.00 psi Fbx:Allowable 1,200.00 psi 1,200.00 psi 1,200.00 psi Interaction Value 0.5787 0.5767 0.2623 Stress Details Fc:X X 501.25 psi For Bending Stress Calcs... Fc:Y Y 50125 psi Max k'Lu/d 50.00 Pc:Allowable 50125 psi Actual k•Lu/d 28.61 FaAliow'Load Dur Factor 501.25 psi Min.Allow k'Lu/d 11.00 Fbx 1,2W.W psi Ct.Bending 1.000 Fbx•Load Duration Factor 1,200.00 psi Rb:(Le d/b"2)^.5 6.941 For Axial Strew Cafes— Cf: ates...Cf:Axial 1.000 Axial X X k Lu/d 26.18 Axial Y Y k Lu/d 26.18 ine CA No.2M2 wwwAkyrocimM.com SHEET No.: OF MML SbTmm@skyrockM.mn CALCULATED BY. DATE Phone:785 285 7157 Fax 305.258 3345 f -V 14 OL L 41' 1p lo a qv 1-5 6 COI;!;3)(�- JO&. CA No.29652 www.skyrodang.com SHEET No. OF EMAIL-aby we@skyrackeng.corn CALCULATED BY: DATE- Ptum.786 285 7157 Fmc 305.258 3345 (XrW-Xt.� 3, ae --A /w 7 Am' r Z 114F - lb -37 Pn gmmm insermg , Inc JOB. CA No.29&52 WWW-*Yfo&eng.com SHEET No.: OF EMOUL ahvm@%kyrockeng.corn CALCULATED BY-' DATE: Phone:786 285 7157 Far 305.258 3345 I't -5-5 PST ©ew ZY 4 tv n,7,;e7 iu knkftsysftm 4.2.2 HIT 5OMff-ICE In1ec6on Adleshe Anchor Ii'HY l5 HIT-ltd Agakd a Loads for ThRads in Gruut4ffled concrete Nkmmn aft 0-90 Z%4 "72P., c Anchor DiameW .Ean t DOM WAlamm ft m Edge Tem Shear 8f My ht. (mm) ha. (mm) hL. (My) 1b ( PJ&E Raft"" ko SS omm 3/8 (9.5) 31j2 4 01.E 1550 (6.9) 1090 ( 4.8) 2345 (10.4) 1875 ( 8.3) k12 M4. '/2 (12.7) 4'/4 (108) 4 (101-14 1 1785 (7.9) 1935 ( 8.6) 2020 9.0) 2= 9.0) .g12 (304.8j 4170 (18.5) 3335 (14.8) 5 (127) 4 Vol.6 2285 (10.1) 2M 9. 2M ( 9.0) 2020 ( 90 >12 (304.8) (13.5) SM (25.0) 5.215 (23.4 3/4 (19.1) via (168.3) >12 01 3740 (16.6) 20� ( 9.0) 2020 ( 9.0) 2020 ( 9.0) _ (04.8) 4355 . (19.4) t SM (25.0) SM .0) HIT HY 150iHR-M Uwe Lob for Threes Plods in"d i Cmwmfm Mmm"tks (ASTM C-90 Bjp.x�a Anchor DqM bMIdc9 boom Edge Twin 1b Mr Shear m MP iL (mm) ht. (mm) h. (MM) HOE MSS W ROSS KAS-E iL11S Sum mu sg . 3/8 (9.5) 3'/2 (88.9) >12 ((301.8) 4800 (21.4) M (17.6) IM (11.0 M 028) RIO (27.8) 4970 (22.1 1/2 (12.7) 41/4 (108) 4 (1016) 7140 (31.8) 7140 (M.0 7140 (31.0 5125 WA 85 (3548M z12 (304.8) 110b (M) 05 �9 4 (101.6) 805 (350 80 (35 iJ 5 (127) >12 M4 m !1l8D # 9081 (" em0 W., t= (768) 13Bt5 (61. � 3/4 (1J.1) Bale (168.3) 4 (1016) 14970 14910(880 14970 (f�0 8076 05 (35.%18075 2•�2 MUD- 115 (5i1.4 200 P(M) 181 I. vaklesenstriv I v I nmHemliewor wdg!tcamAl aMm8yr 4. Vdmfare*&Wm*Pt,,Pn Ombesandl2bdiescanbeaftifialedby CMftpilb tDASTMCgOVdM=pdgriadeMbnftfaASMC47& bwbftmombL 2 EnftftmtdeAhmewtWAiinlhem offtc6naeaenosmayunk I Lnarkarebaeedanflrelesserofband d gN,s sbmoorbase rrsdwial 3. VWmardfon P'mqbgedlnftgoLdidcAtOWMbedXK-riftamweb 6 Loodsore based+nft Waserefsteds horbasemaf t r�ili arety ofti�a� Ant for Sig and Efte Ofthm 6duidei w for Gfout-l`OW Bim 1L>E1uet w of ftbW ftaft wd W ftW= N WDbft=fwSbMmdTWMm Antdtor hu 3/8 'I2 S/s 3/a Ormd ,t4omd WdgM w d Ug td BlOck Size (mm) (9.5) (127) (15.8) (191) v c. =121n( nett)minaRaen bmn bee erg r,,,.=4 h1.(102 mm)mk tmtbom bee edp bt. 3'/: 4'/4 5 8"/s AMM Spaft for Shear and Tmkm (mm) (9% (110) (125) (170) Gmut Fftd,Nmmal WeWd and Wftdgfd glock h.=standardendOwd depth 36=sem„=One(1)ami per cep,ar 8 in.(203mm)mkdm mt • 88 U&1-00-879- /WWWAM Ri com 1 16isi MWbd Te dmW&wide 2W 1 Costaft 14W3634458/mK hMLcom - nginsmr�ngr inc jm. CA No.29652 www-skyrockeng.com SHEET No.: OF tNWL aTimeCom CALCULATED BY: DAM Phone:786 285 7157 Far 305.258 3345 K & 1 Straps&77 • isimps e Twist straps provide a ton ion connection between two wood Alis IrrstattaUon members.They resist uplift at the heel of a truss economncally. as a?mss-ta- ° The 3°bend section eliminates Interference at the transition Top P hft Tie rTpp points between woad members. n :,r MATMAL:LTS--18 gauge;MTS-16 gauge;HTS-14 gauge ° p p p FlNISH:Galvanaei.Some products available in stainer p shat and ZMAXP coaft see Corrasion Irdormalia 4 L page 18-18. INSTALLATION: •Use all specified fasteners.See Geral Notes. CODES:See page 20 for Code Reference Key Chart ----- 71a�prodirdsareava�e witltad�`Uord:l aorroslOrtpme�mt Addtdors/prods on ° � tldspwo mayalso l onvaga a vAM ftra option,dWd wb)Simpson S�Tfe lruddAL Sw�39 forMe owedsubsithdianandSD s n wsift SD ' LTS12 15° Fasteners OFiSPAOeleable SPF/tfl�ewaMe � � Mudd L Loads UPMLeads Code UL 1111111 04 10dx1*h 104 10dxl% 10d 1061% Rot ;o (160) (160) (160) (IBM fJS12 12 12-10d 12-104x1'/ 775 720 665 620 MT33O 1� LTS16 161 12-10d 12-10dxl% 775 720 665 620 L7S18 18 12104 12-1Qd�C1'h 775 720 ' 665 620 53 LTS20 20 12.10d 12-10dxl% 775 720 665 620 F1 1H530C M2 12 1410d 14-10W% 1M 1000. 860 M m R similar 'MTS16 16 1410d 14-10MIA 1000 1000 BW 860 ''' F16 F2 MTSi8 18 14-104 I 14-104x1% 100 1000 860 860 'MT520 20 1410d 14-10W% 1000 1000 860 860 MTS30 30 14-104 1410dd% 1000 1000 860 860 MTS24C 24 14-104 14-10M% 1000 1000 860 860 F26 MTS30C 30 14-10d 14-10dx1'A 1000 1000860 860 KM6 16 16-10d 16-10dxl$6 1260 1150 1085 M HTS20 20 20-10d 24-10dx1'h 1450 1450 1245 1245 HTS24 24 20-10d 24-lftdl4 1450 1450 1245 1245 MTSdO trts�lkeen RTS28 28 20-10d 2410W% 1450 1450 1245 1245 117,F16 with 1-joist Rafter HTS30 30 20404 1 24-10dd'h 1 1450 1450 -1245 1245 HTS80C 1 30 _2D-10d I 2410dx1'f� 1 1450 1450 1245 1245 ° 1.Loads have been btCreased toy vdrtd or earthquake 4.M sUM exW tie MTS30 and HTS30 have the twist in Ore Center of fhe strap. Wading with no hotter Increase allowed;redoes 5.Twist straps do not 1atie to be vo�pwi overthe truss to adreve the Ind. where of m low oovem. 6 May be bm an the inside i�of the stud. 2.LTS12UuuUSM,MrS16throvOUPS-AHTS24 Ali J �E f17rLid, jII nr� Ii h ni�, tr_II throegh ffr=C(Wet HTSi0)have additional nap holes. c 3 aDoW chievealf fasteners an each and of strap t4 8.NA1L.S:10d=0.148°die x 3'longi 10dx1'h=0.148'dia.x 1'A*long Typl tiInstallation 0 ' See page 24-25 for otim nag sbms and it taffna i. R° CS HHHea a r For fast,accurate Pr sW tfan of door and window headers and other cry members.HH header hangers can spm up the job. 3"1� �Nr bstrengthen the frame,and eliminate the need for trimmers. g MATERIAL 16 gauge ° IFORME Galvanaed o INSTALLATION •Use all specified faskiners.See Geral Notes. <t ° ° F♦ •Attachment to 2x studs will result In two round holes not Fz being filled In the studs and load reductions as noted In table. �� ° s CODES:Se page 20 for Code Reference Key CharL ° T Fates DFISPARinvable HH4 F3 1O H list Heedm Ft F2 Fa F4 � HH Lead She (100 (115) (125 169 7-104x1% 410dx114 855 965 1035 — 575 725 Directions HH4 3'k 2%[Ox 7-164x% 4-16dx2#A 1010 1140 1195 — 710 750 1� 9-16d 4-16d 1195 1185 1185 710 710 1085 li4,I�.F13 2x 14104x1% 6-10dx1'h 't210 1�0 1480 — 1065 1025 170 HH6 5% 5% DIAN 10-16dx2% 6464x2% 1440 1595 10.5 — 1fiS.5 1�i 3x 12-16d 6-16d 1595 1595 1585 1065 1065 1085 114,L..F13 i.Loads leve 1 1 tntxeased vifll n0 furti irk allowed:redeCB where other loads goiem. 2.For 3x posts,16MQW na0s may be substituted with no reduction in load VTIVMcal HHFor SPFAIF lumberuse 0.86 x DFISP aOowMe loads. Mon 4.NALS:10dxI%-0.148'dia.x 1 I long,1662'h=0.162'dia.x 2'h°Ion 1fid=0.152°dia.x 3'/i Iorpt. 177 Sea page 24-25 for other nag sizes and hdomwti�. L _ FRAMING ANGLES A3, AC, JA, WS.2- On) Fastener Sehedule AIaa61e Loads(Lbs.) USP swo Hader tom okecWn OF-LISP S-P-F Cob Smckm. Pd raL Go= 1171 612 L ft Typ CjW TW of Load 100% 115% 125% 160 100% 115% 126% 160% W. A23,GA1, F1 45D 515 560 59D 390 445 485 495 14, A3 GA2,L30, 18 17116 1-7116 2-3f4 4 10dx 1-1Q 4 tU x t-112 F2 450 515 560 600 3W 445 485 E 505- F14, F3 210 240 I 335 135 I i55 170Ft9 MP3 I LS30 { 18 1 2-114 12 318 1/4 3 yp 3 E lod 3 E 10d Ft 340 395 I 430 485 295 3� 370 2t5 LS5DI 2110 MP5 L 18 2-1/4-�21 .518/4 4 4 tOd 4 10d F1 455 525 70 730 I 390 1 490 �a MP7 SdLS70 �� 18 121/4 21/4 5 78 5 { 10d F16, f 5 1 led F1 570 655 715 810 490 565 I 615 785 tP7 GiCd��{�_s_E 5 N10C GC 5 I N10GGC d i R14 � 6 B 10a s 1a� ! Y - 2-1/4a 2- X78 ��6 $ NIO- ! 6 E N10G( ! Fl $ q5 I 785 4 1 675 6 735 940 F1 1 340 I+I 390 4Zri $40 R 290 1 335 II 385' 465 3 1� 3 tOd F2 340 I 390 4� 540 E 290 335 365 465 ACS L50 16 1-5116 2-W 478 F3 155 180 195 250 ; 100 115 123 Us F1 380 440 475 610 E, 5 375 I 410 520 3 16d 3 16d FZ 380 440 475 810 325 I 375 1 410 525 F3 175 205 220 280 115 130 145 185 7 ft 450 520 565 725 390 1 445 620 4 10d 4 10d F2 450 f 520 J 565 725 390 445 485 620 ACT L70 16 1-516 2.318 6-15!16 F3 210 1 240 �y260 335 135 155 170 215 1 F1 -71-0r-M-5— -770 J m E 635 I 435 500 545 645 4 16d 4 16d F2 510 I 585 635 815 J 435 5W 545 700 F3 235 I 270 6295 375 `r 159 175 19a 245 4' M.F1 450 5M E 565_1 725 , 390 445 40 W ® 4 N10C-W 4 NIOC-W F2 450 { 520 I m I 725 390 445 485 620 R9 AC7-W -- 16 1416 238 695J16 F3 2'10 240 1 260 335 135 153 170 215 F1 510 585 635 1 770 435 5W 545 645 4 NI6C W 4 N16GGC F2 510 I 5B5 635 815 I 435 BW 545 700 k F3 235 I_270 295 375 I 150 175 190 245 4 FI 5s5 I 850 705 905 1 485 5W 605 775 f 5 10d 5 10d F2 565 1 650 i 705 d 905 485 560 s05 715 AC9 L90 16 1-5/16 23B 8a8 F3 2M 300 325_I_ 415 170 195 210 270 F1 835 I 73D 795 1 1015 545 63 680 870 5 18d 5 16d F2 635 730 795 920 545 ti2i 880 775 F3 340 370 0 470 190 220 240 305 E _.I F1 R 245 255 255 f 255 d 190 215 I 215 d_215 AlI A21 � 1s � 1-112 1-112 � 1-U4 2 l 10d x l`in� 2 � 1oiI x 1-12 I F2 A{ � ' 345 l �` �1 �290 k { s f�j� a�_�E ___ 6s I_ + E -- I »o F1 sio� 570 �_590 E 5w I 36D440 1 480 g 495 dA3 -- 14 212 2123 4 IN iIi 4 i 101x1-1/2��F2 -- - I-- W5 450 -�—-i -- 1 -- I -- �F3 �� -- -- 1 3-30 I -- Imo- E�- 275_� S 923 950 I 575 1 720 E 800 14, JA5 -- 1 14 2111 12-1/2 � 5 � 6 16d 6 lad xt-112 FZ I __ __ -- 1 1 I -- W ' 015 E 855 F30, R5 �- 1}� 1015 f 11 140 1 1230 1� oy i—�i in_ in - ° 14 1 212 2112 � 7 8 160 8 i0d x 1-121 F2 i i I _,may F3 -- f_ -- I 40 - ��'. � � _ F1�1 1270 I 1425 1540 1905 1 960 ' 11 100 I 1195 d 1535 14 212 2t2 ! 9 10 a 160 10 p 10dx1-1P11_ i F3 n auo axles��ire�sased��+ar�a e�m ,�ruta�6axaase sires ee . 2I Ids rreB eadatadf Ire I-111'fm itW ead RFIIN3(;C t>a9�1�'tar t&i aml NtsC-tom a9s. 3)LarernOarandarBYfreBSxins tARlenu9aaa8elofstaaa4lreem�ra6alkman 4)For 1-1/T use GAS dbbbkidOxiOdnab and 0.92brINnalL 5)NAL&tOdx l-t2uftare0148-d.x 1-Union,l0d andM4C-GCtwHsate0l41 dfax3'bn9,16daa8samO i62'dH.x3-lW WM. Now pm&vb armed podetf I audeskmatodbredfonL i 1-800-328-5934 ©v rnmUSPconnectors.com 11SP4249-131 _ Miami Shores Village �r De ly Buildsing p eartment 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305 756.8972 FEB I 2014' uVV INSPECTION'S PHONE N62.4949 762.4949 BUILDING Permit No. PERMIT AP A 1 aster Permit No. ��"�O-'� ®�-32 Permit Type: BUILDING ROOFING JOB ADDRESS: el so pe- 9 9 , City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11'?62.0 G il 0 0`7 Q Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): iWT W 4-- A i-n Address: cis o P b 91 a q5-ST'- City: T'-City: mt1k d VV' State r-t_ Zip: 7 31 SV Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: `�(�PffrK.-I hone#: ?C fr-2JG Ildt Address: <tib City: f lyltc State: r-t__ Zip: 1 Qualifier Name: LAI & Phone#: -31;;V— State Certification or Registration#: C C—C 05"7'-1"7 Certificate of Competency#: �"2i4 Std •"r _ `704- Contact Phone#: 0 s2AD "��Email Address: ngineer DESIGNER:Architec �� 1 . Phone#:7h:I L--7��f Value of Work for this Permit:$ Ire 1Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demol4iioon DescUJpttion1-of Work Color thru tile: - Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ I t Bonding Company's Name(if applicable) Bonding Company's Address s City State Zip +MortgAge Lender's Name(if applicable) V� Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 absence of such posted n tice, the inspection will not be approved and a reinspection fee will be charged. Si ature4�wrg 0 QhA Signa Own r or AgentC/ Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this)a day of 10. ,201q by 1 roil ��Q2 N day of ,20 h,by f 6a7 DS`3 31',9"1D who is personally known to me or who has produced who is personally known to me or who has produced( )U As identification and who did take an oath. f2e-reL as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: P Sign: Sign: Print: M,a lr t C--:% D e P-P V Print: M Commission Expires: ,„., Nom Public state of Fioride Y P "W”" ;+'fes. MARAD.PQ� E�M Feliciano s MY COMMISSION ii EE 12T195 � � my Commission FF 082763 K? EXPIRES:September 7,2015 'QF Expires 01/12/2018 ."�1�„�q;'� Bonded Tlxu Nates Pubtc UMstt�ai�ts APPROVED BY ! Plans Examiner Zoning 2 l Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) SkyROck Engineering , Insc www.skyrockeng.com 112014 STRUCTURAL CALCULATIONS REVISION 2 �i FOR GREEN RESIDENCE INTERIOR RENOVATIONS "I cupy AT 930 NE 95TH STREET MIAMI SHORES, FLORIDA i PREPARED BY: AIMEE RODRIGUEZ, PE. LICENSE No. 69701 CA No. 29652 AM Phone:786.285.7157 Fax:305.258.3345 Email:aimee@skyrockeng.com r 1 CAT-Ind Version 2 . 1 . 0 . 6 .ASCE 7-10 Developed by MCA Enterprises, Inc. Copyright 2014 7,,ww.mecaenrernrises.com Date : 2/5/2014 Project No. Company Name : Designed By Address Description City Customer Name : State Proj Location : File Location: C:\WORK\MY PROJECTS\2013\(13020) green residence\CALC\WIND.wnd X-- -- F'Roo {{.. 411sl�c�` n � � �1 i` 1 , arS Falls Hip Hoof 7 0 =27 TKUnd pressure ®n COM-00n6ntS and Cladding (Ch 30 Part 1) All.pressures shown are based upon ASD Design, with a Load Factor of . 6 Width of Pressure Coefficient Zone ^a" = 4.408 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft"2 GCp GCp pef psf -------------------------------------------------------------------------- WINDOWS 2.00 5.00 10.0 4 1.00 -1.10 47.12 -51.11 WINDOWS 2.00 5.00 10.0 5 1.00 -1.40 47.12 -63.09 10SF 2.00 5.00 10.0 1 0.50 -0.90 27.15 -43.13 10SF 2.00 5.00 10.0 2 0.50 -1.70 27.15 -75.07 10SF 2.00 5.00 10.0 3 0.50 -1.70 27.15 -75.07 10SF 2.00 5.00 10.0 2H 0.50 -2.20 19.97 -87.85 10SF 2.00 5.00 10.0 3H 0.50 -3.70 19.97 -147.75 25SF 5.00 5.00 25.0 1 0.42 -0.86 23.98 -41.54 25SF 5.00 5.00 25.0 2 0.42 -1.50 23.98 -67.13 25SF 5.00 5.00 25.0 3 0.42 -1.50 23.98 -67.13 25SF 5.00 5.00 25.0 2H 0.42 -2.20 16.79 -87.85 25SF 5.00 5.00 25.0 3H 0.42 -3.22 16.79 -128.68 50SF 5.00 10.00 50.0 1 0.36 -0.83 21.57 -40.33 50SF 5.00 10.00 50.0 2 0.36 -1.35 21.57 -61.12 50SF 5.00 10.00 50.0 3 0.36 -1.35 21.57 -61.12 50SF 5.00 10.00 50.0 2H 0.36 -2.20 16.00 -87.85 50SF 5.00 10.00 50.0 3H 0.36 -2.86 16.00 -114.25 100SF 10.00 10.00 100.0 1 0.30 -0.80 19.17 -39.13 100SF 10.00 10.00 100.0 2 0.30 -1.20 19.17 -55.11 100SF 10.00 10.00 100.0 3 0.30 -1.20 19.17 -55.11 100SF 10.00 10.00 100.0 2H 0.30 -2.20 16.00 -87.85 100SF 10.00 10.00 100.0 3H 0.30 -2.50 16.00 -99.83 JOIST 1.33 10.50 36.8 1 0.39 -0.84 22.64 -40.87 JOIST 1.33 10.50 36.8 2 0.39 -1.42 22.64 -63.79 j JOIST 1.33 10.50 36.8 3 0.39 -1.42 22.64 -63.79 • DEN JOIST 4.00 14.67 71.7 1 0.33 -0.81 20.32 -39.71 DEN JOIST 4.00 14.67 71.7 2 0.33 -1.27 20.32 -57.99 - DEN JOIST 4.00 14.67 71.7 3 0.33 -1.27 20.32 -57.99 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd - 39.93 psf SHEET Ab.' OF CA No.29M tis WW� • .= DATE EMAIL'Bi Y� -� CAi.Cl1LATED BY: phorre:786 285 7157 Fac 305.258 3345 r6AZ JOLr a ^ ^x a �I C r = 31.34 (( � i>�� aa./� J'� 'IBkd� 361+✓ fJ �'9 l (Zj 14�2-0 X-Z,= 4 Title: Job# Dsgnr: Date: 10:34AM, 5 FEB 14 ' a Description scow: Rev. 580000 Page 1 User:KW-4803206,Ver 5.8.0,1-Deo-20M Timber Beam & Joist (c)1983-20M ENERCALC Engineering Saftare calcemCalculaWns Description WOOD JOIST AT DEN TO BE REINFORCE Timber Member information Code Ref.2001 NDS,2003 16C,2003 NFPA SM.Base allowables are user defined. Timber Section 2-2d 0 Beam Width In 3.000 Beam Depth in 9.250 Le:Unbrac ed Length ft 14.67 Timber Grade ;0u RM Nmi Fb-Basic Allow psi 1,300.0 FV-Basic Allow psi 175.0 Elastic Modulus ksi 1,700.0 Load Duration Factor 1.250 Member Type Sawn Repetitive Status No Center Span Data Span ft 14.67 Dead Load #fft 103.00 Live Load #/it 80.00 Cantilever Span Span It 4.25 Uniform Dead Load Wit 103.00 Uniform Live Load #1ft 60.00 Results Ratio= 0.8468 j Mmax @ Center in 53.63 @ X= ft 6.98 Mmax @ Cantilever i -19.83 fb:Actual psi 1,253.5 Fb:Allowable psi 1,4802 Bending OR IV:Actual psi 71.1 Fv:Allowable psi 218.8 Shear OR Reactions @ Left End DL lbs 692.10 LL lbs; 586.80 Max.DL+LL lbs 1.278.89 @ Right End DL lbs 1,256.66 LL fly 976.05 Max.DL+LL on, 2,232.71 Deflections Ratio OK Center DL Dell In -0.255 UDeff Ratio 689.9 Center LL Deft in -0248 "Ratio 710.3 Center Total Deft in -0.503 - Location ft 7.218 UDefi Ratio 350.1 Cantilever DL Dell 0.174 Cantilever LL Dell 0.135 Total Cant Dell 0.310 Wall Ratio 3292 Title: Job Dsgnr: Date: 10:38AM, 5 FEB 1 Description: Scow: ,VerS.a.o.1-Dec-2003 Timber Beam & JoistPW 1 g (c)1883 2003 ENERMC Engkwwi Software caiasew:Calaillall Description WOOD JOIST AT DEN TO BE REINFORCED Timber Member Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base aflowables are user defined. WOOD BEAN Timber Section 2-Wo Beam Width in 3.000 Beam In 9.250 Lo:UM, Length 14.67 Tlrnbi Grade 3MIUM�•Nat Fb-Basic Allow psi 1,300.0 Fv-Basic Allow psl 175.0 Elastic Modulus ksi 1,700.0 Load Durat�orr Factor 1250 Member Type Sawn Repetitive Status No Center Span Data fl Sinft 14.67 Dead Load Wit 103.00 Live Load 80.00 Cantilever Span _ a Span ft 4.25 Uniform Dead Load ' *it 103-00 Uniform Lige Load Wft 80.00 Point#1 DL Itis 212.50 LL lbs 255.00 @ X M 4250 Results Patio= 0.7673 Mmax @ Center hi-.k 48.59 @ X ZF ft 6.63 Mmax a Cantilever43-68 fb:Actual Psi 1,135.7 Fb:Allowable psi 1,4802 Bending OK fv:Actual psi 78.4 Fv:Alpe psi 218.8' Shear OK Reactions @ Left Erni I DL 630.53 LL lbs 588.80 DL+LL lbs 1,217.33 @ Right Eno DL lbs 1,530.73 LL Its 1,304-93 Mal.DL+LL Ibs 2,835.65 Deflections Ratio OK Center DL bell in -0.194 L/Qefi Rgti0 908.8 Center LL Doff in -0248 UDefl 710.3 CenterT 1 Dsfl in -0.441 � Lobo ft 7.042 UDeti" 399.1 CantihbnwDoff in 0.050 Cantilever -L Deft in .013 Total Cant Deft in 0.037 UDefi F RUO 7224 i t i j I� 4 i i JOB: s __ -� oan SHEET No.: � OF �.� cA No.29652 �"g ,�I7� DATE: EMAIL cam CALCULATED BY: Phone:786 285 7957 Fmc 305.258 3345 V 1 � 7 dR - = 6 p 9 ;r v�c�c i Title: Job# Dsgnr. Date: 10:49AM, 5 FEB 14J , Description: / Scope: Row. -16DDM page 1 User.KNr-03206,Ver 5.8.0,1-Dec-2003 Steel Beam Design cala.ecwcafalwons (c)1983-2003 ENERCALC Engineering Software Description ROOF BEAM AT DEN General Information Code Ref:RISC 9th ASD,1997 UBC,2003 IBC,2003 NEPA 5000 Steel Section : W12X45 FY 50.00ks1 Pinned-Pinned Load Duration Factor 1.00 Center Span 23.25 ft Bm WL Added to Loads Elastic Nodulus 29,000.0 ksi Left Cant. 0.00 it LL&ST Act Together Right Cant 0.00 ft Lu:Unbraced Length 2325 ft Distributed Loacls Note!Short Term Loads Are WIND Loads. Distributed 01 #2 #3 #4 #5 #6 #7 DL 0.382 ki t LL 0.330 k/ft ST k/ft Start Location ft End Location It Summary� ) Beam OK Static Load Case Governs Stress Using:W1 2X45 section,Span=23.25ft, Fy=50.Oksi End Fixity= Pinned-Pinned,Lu=23.25ft,LDF=1.000 Actual Allowable Moment 51.140 k-ft 79.326 k-ft Max Deflection -0.493 in 1b:Beading Stress 10.636 ksi 16.498 ksi LLngthOL Deft 1,003.4:1 fb/Fb 0.645:1 Lengthi(DL+LL Dell) 565.9:1 Shear 8.798 k 80.802 k fv:Shear Stress 2.178 ksi 20.000 ksi fv/Fv 0.109 :1 Force-&Stress Summary «-These columns are Dead+Live Load placed as noted->> DL LL LL+ST LL LL+ST Maximum Only .(M Center ft cents a Cants MaM+ 51.14 k-ft 28.84 51.14 k ft x. Max.M- k ft Max.M Lett k-0 Max.M UD Right k-0 Shear @ Left 8.80 k 4.96 8.80 k Shear @ Right 8.80 k 4.96 8.80 k Center Deli. -0.493 in -0.278 -0.493 -0.493 0.000 0.000 in Left Cant Dell 0.000In 0.000 0.000 0.000 0.000 0.000 in Right Cant Deft 0.000 In -0.000 0.000 0.000 0.000 0.000 in ...Query Deft @ 0.000 ft 0.000 0.0W 0.000 0.000 0.000 in Reaction @ Left 8.80 4.96 8.80 8.80 k Reaction @ Rt 8.80 4.96 8.80 8.80 k Fa c wdd per Eq.E2-Z K%k>Cc 1 Beam,McWA)&,UrT>(510=*Cb l Fyr.5,Fb per Eq.F17 1 Beam,Mala'A)is,Fb per Eq.F1.8,Fb=12,000 Cb Af/(I'd) Tide: I Job# Dsgnr; Date: 10:49AM, 5 FEB 14 Cb) Description Scope: �i� c ge 2 Rev: K%-M032�,ve.s.a.o,1-oe�-2= Steel Beam Design � (c)1983-2003 ENERCALC Ertgmmee ing Soft-re Description ROOF BEAM AT DEN section Properties WI 2X4.5 Depth 12.060 in Weight 44.84 #/it Web Thick 0.335 in ba 348.000 Ino Width 8.045 in IYy 50.000 in4 Flange Thick 0.575 in sxx 57.700.in3 i Area 13.20 int Syy 12.400 in3 Rt 2.150 in R-roc 5.150 In Values for LRFD Design.... R-W 1.950 in J 1.310 IM Zx 64.200 in3 Cw 1,850.00 in6 Zy 19.000 1n3 K 1.080 in _ - - i0a �3 . or- CA rCA No.29M www.dwoc n9.Wm SHEET No.: EM/�L�i�dOM-=n CALCULATED MDATE:' 5 phone:788 285 7157 Fmc 305.258 3345 1-4 -b c 4-1, L �,,o7cL l:a J --7, C a s ' '� '4 ®p .® O �_ •< Ilk Ile Lie t CA No.2l 52 wnnnAr.�•c n sHr=ET ®� EMAIL odwnW=n CAI.CIA.ATED BY: T+ DAl E phone:786 285 7157 Fac 305.256 3345 JA if 10 ty q, �r�t : v� � Q .5/ ® Il 4.3.5 Kwik Bolt 3 Expansion Anchor Table 6-Carbon Steel Kwik Boit 3 Allowable Loads in Norma!-Weight Concrete' Anchor Embedment fc=2000 psl(73.8 MF" fc=3000 psi(20.7 M%) pe=4000 psi(27.6 MPa) fc=6000 psi(41 A MRa) Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear IFL (ffm) k- (mm) ib (" ib (M) ib 0" m (kM ib 0" m (" ib 0" m 0" 1-1/8 (29) 3w 365 430 550 (1.3) (1.6) (2.4) 1/4 2 (51) 635 530 715 530 Soo 530 530 2.4) (6.4) (2.8) (2.4) (32) _ (2.4) (3.6) (2-4) 845 ( 3 (/6) 755 795 840 (3.8) Al (3•� (3.7) 1-W8 (41) 730 1135 910 1275 1095 1420 1090 (3.2) (5.0) (4.0) (5.7) (4.9) (6.3) (4.8) 3/8 60 1260 1555 1850 20 1315 2-1/2 ( ) 1315 (6.9) 1315 (8.2) 1315 (9.2) (5.8) 3-1/2 (89) 1580 (5.8) 1770 (5.8) 1966 (5.8) 2160 (7.0) (7-9) (6.7) (9.6) 2-1/4 (57) 1235 1865 1430 2500 1620 2405 1975 (5.5) (8.3) (6.4) (102) (/2) (10.7) (8.8) 1/2 3-1/2 (89) 19302185 2440 3240 2415 (1.2.7) (8.6) 2415 (9.7) 2415 (10.9) 2415 (14.4) (10.7) 43/4 (121) 2135 (1(L7) 2355 (10.7) 2575 (10.7) 3620 (9-9 1 (10.5) (11.5) (16.1) 2-314 (/0) 1920 2750 2065 3410 2210 3785 2830 (8.5) (122) (9.2) (152) (9.8) (16.8) (12.6) 6/8 4 (102) 26W3020 3385 4770 3910 (15.9) (11-8) 3910 (13.4) 3910 (15.1) 3910 (21.2) (17.4) 5-1/2 (140) 3265 (17-4) 3695 (17.4) 4100 (17.4) 5325 (14.6) (1(L4) (18.2) (23.7) 3-1/4 (83) 2120 4090 2425 4900 2730 5310 8785 5310 (9.4) (182) (10.8) (21.8) (12.1) (23-6) (16.8) (23.6) Q3/4 4.314 (121) 3.240 4M 5285 6155 {74.4) 5340 (18.9) 5340 (23.5) 5495 (27.4) 6225 6-1/2 (165) 4535 (23.8) 5860 {23. 7185 (24.4) 7005 (27.7) (20.2) (26.1) (32) (31.2) 4-1/2 (114} �0 7070 4050 76W 4670 8140 5070 (14.8) (31.4) (18-0) (33-8) (20.8) (36.2) (22-6) 1 6 (152) 4830 6O0 7070 8400 9200 (25.4) (21.9) 9200 (2B.7) 92M (31.4) 9200 (37.4) (40.9) 9 (229) 6670 (40.9) 7670 (40.9) 8670 (40.9) 10670 V9.7) (34.1) 1 1 (38.6) (47.5) 1 Wtemnilate toad values for Ww concrete strmgttu and emb-darts can be calculated by blear Wterpolallom 335 HIST,Ina.(US)1-800-879-800 1 vwaw.us tM-" i -espaHoi 1-a0-879-8000 I HIM(Csrwda)CorP.1-800-363-4458 I www.Mtt7.ca t Product technW Guide 2008 IZ kwik Boit s 1 >ai<nsion Anchor 4.5.5 ^-^+=*-mce Adjus mwd Factors Edge Reduction Factor AdXsbmd taiCd1 Edge t1Ahd09tID Edge � 1.75 Tension C Distance tlfsta0ce 1.5 Emb Ratio clhC=1.75 clhc=1.00 1.25 Reduction fRN=1.00 fRN=0.80 1 he=hd for hi„s hd s h„u„ 0.75 he=heron for ha>hrtm„ 0.5 had = Actual Embedment 025 i c = Actual Edge Distance o fey = Edge Distance Reduction Factor forTension 0.8 0.7 0.8 0.9 1 Loading fAN Edge Reduction Factor shearplane Shw ConsItelfactip ft"Of at Shear Correlation Va Edge 3 fRVI Shear towards edge fRV1=0.50 2-5 fR12 Shear parallel edge fRyp=0.60 fRY3 Shear away from edge fRv3=0.83 e 1 f6w embedment to edge distance ratio CArwn=3.00 1.5 at critical edge distance 1 ; embedment to edge distance ratio T 1.50 0.5 at minimum edge distance C = Actual Edge Distance O hmg, = Mn Embedment for Specific Anchor Diameter 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 fpv Anchor Spacing Adjustment Factors Anchor Spacing Reduction Factor AdbSUMd Otical Acct' RAi1dlalmtl Ancflor Tension Com Spacing sing 225 2 Emb Ratio s/he=225 slh,=1.00 1.76 Reduction fm=1.00 rM=0.60 1.3 hr=had for h„j,s hd a h„o, 1.25 - - .._ _ _ h�=hrtmn for he>h„a„ 1 hd = Actual Embedment 0.75 c = Actual Anchor Spacing Distance 0.5 ; fm = Anchor Spacing Reduction Factor far Tension 025 Loading { 0 0.2 0.4 02 0.8 1 fAm - - --- Adbshnwd MW Anchor ilikknumAnchor COMMIUMspacing -- --- A whor Spacing Reduction Factor S Shear Emb Ratio slh,=2.25 slh,=1.00 z25 - Reduction fAV=1.00 f,V=0.90 2 -- h =fi for h s h s h 1.73. _ --- ---- - --------_ -- _ c- act rrdn act morn 1.5 he=t6n for hga>hn= 125 __ __ _.__ hd = Actual Embedment 1 - c = Actual Anchor Spacing Distance 0.75 o s f� = Anchor Spacing Reduction Factor for Shear 025 t Loading 0- 0.8 0.8 0.85 02 0.95 1 fAY HK (t}S)1-8w-879-8000 1 www.us.tdt o= I en espaw 1-BOO-879-5000 1 HiM(Canada)Corp.1-800-363-4488 I aneewjMo.ca I Product Technical Guide 2008 345 q In OF CA No.29M wwwAkyrodan9•COM SHEET No.: �+ EWWL omn CALCULATED BY. A- =- DATE: Phone:786 285 7157 Fax 305.258 3345 Ck, Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 MAR 19 2014 INSPECTION'S PHONE NUMBER: (305)762.4949 BY: FB BUILDING Permit No. PERMIT APPLICA ! sten Permit No. ec--t o-(S-2��-wd— .s Permit Type: BUILDING ROOFING JOB ADDRESS: i 3o PF, City: Miami Shores County: Miami Dade Zip: 3 Foho/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): NAw�lq- Phone#: �X hb%_-?-7?0 Address: .0 �IL City: tl ate` Stater Zip: 3 I Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company � J S Phone#: gcC-�-!(.-77a� p y Name: �� ? Address: City: IA,%.vwA L State: C'G_ Zip: Qualifier Name: LA.Ji.5 i A Phone#: State Certification or Registration#: C 6P.C_C8'7 'i7 Certificate of Competency#: Contact Phone#: 0 -2f�,72 e:34-' Email Address: DESIGNER: Architect/Engineer: !S 6", Phone#: 7 'Z'957-7L5_'7 Value of Work for this Permit:$M1 ("Orub'.C''3 Square/Linear Footage of Work: Type of Work: ❑Additions , ❑Alteration .S ❑New 0. ❑Repair/Replace ❑Demolition Description of Work �'i Y :9r 1 i S i.Li COZOY thru tile: Submittal Fee$ Permit Fee$ .t/`' CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ to() •L.) � TOTAL FEE NOW DUE$ 4 •UkD Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 absence of such posted notice'-,. the inspection will not be approved and a reinspection fee will be charged. Signature Signa e Owner dagent e Co. ctor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me thisK day of D 'GJ 20J�I,by�&CAn 'l!�—a6n rggon day of ,20 a,by LA 1J , p ej!92- who is personally known to me or who has produced who ' lly known to me or who has produced As identification and who did take an oath. a a identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: r Sign: Cir:I�G� 2) Sign: fp n Wjt= of FloPrint: Id�'\CA If 1 G1, �� _ } � 1�� P ' o082753My Commission Expire y *' MARb1 D.PERQ = fin My COMMISSION 9 EE 127795 • ° EXPIRES:September 7,016 APPROVED BY �! 2 t Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:( 05)756-8972 EM 911:(305)762-4949 F•i: FBG 20 BUILDING Master Permit No. P.C—Cc�'d3-- PERMIT APPLICATION sub Permit No. % — X31 ❑BUILDING ❑ ELECTRIC ❑ ROOFING fig REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:] CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ST— City: Miami Shores County: Miami Dade Zip: 3 3. Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: c�FFE: � OWNER:Name(Fee Simple Titleholder): N +rTWAO 4- , ftioo - r� Phone#: �J�" /6 C'�c/M Address: 920 h-1 a Fz4<- 31777 , n . A City: *Pt, Sko ik,% State: FL, Zip: 3 313 Tenant/Lessee Name: Phone#: �--- --�� Email: CONTRACTOR:Company Name: vr U 1'2� �i.��t �c�l"JfPhone#: Address: 67,0® 5W W- 57- City: - 57-City: State: Zip: 3-3173 Qualifier Name: i% ILs Phone#: 3"SZr—7S- State Certification or Registration#: CA -4 7S— Certificate of Competency#: DESIGNER:Architect/Engineer: AL,% 7WI 4-- AS0Q*7V--,,d1CPhone#: Address: C?70 I SUJ 56-"- QY- City: ll it State: iou Zip: '9'9 14 iC Value of Work for this Permit:$_ '2!0(j , 60 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: f2&0 W& P006—11m— Tb )¢/i_ Ed ot- I Oval. Specify color if color thru tile: Submittal Fee$ Permit Fee$ V CCF$ CO/CC$ Scanning Fee$ T a Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ po TOTAL FEE NOW DUE$ R l (Revised02/24/2014) -7 i Z r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) e� ��- -v Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is iss In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. DQ tor Signature Signature OWNER or AGENT CONTRACTOR The foreg Ing instrument was acknowledged before me this The foreoing instrument was acknowledged before me this � � �day of 20��,by t`-t � � day of � `-i" ,20 by CLIJ�k.C- G�o- J who is personally known to �p A r� �� ,\ ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: r Sign. ai'c6u � (� Sign: 2) Print: C(V(C Z- Print: e V 1 S- D - Seal: MARIA D.PEREZ Seal: klom W CM USSION#EE 1277<= EXPIRES:September 7,2015 MARIA D.PEREZ•*v. Bonded Thr,Nd9ry aubfic unaen s �• g W COhU4USSION#EE=196 EXPIRES: ;Q&5 �ITtns APPROVED BY Examiner Zoning Structural Review Clerk (Revised02/24/2014) JUL-18-2014 07:23 FROM: TO:3057568972 P.4 0747/2814 16.45 3656395773 SIPERIOR AIR CC] PAGE 01 .', t.:.��:-j',y e..,`•y74i•r.�i � .y„;, s�,f`k'�;: rti:"�.. .__ ...+rr; ME � �y,: •.r,.•;.. • '`••,,•y�s'"Wr:•h er _. ,�•„�iF ti ��;��' � drr '+N�'• •, iY�%'•y,'•',•.s-�'S::+rr',;d1•'•'• .7n':°�: :�i$, Psi cei �t Cyt• 'rj�. ,S�"•• b. r , rll D • Thi#s ;tiS'J;t- :�.•c�":iry�^,js�' r . �. .a x a ' •Yq '- . 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"�[':i,r::'s,''i': �`''� � 'dt.,tt'P+. �•..��, �•17�7"Yj`.�•�!�•ANf W ' M paCORP •�•iIKOt16Qt('S) r :790 SREC'•pgE'C!'lApA ; . - q as ii'A rb.J ��.e.s,:��i°. f: ,�Y s• �y,�.��•�•r,;-`=.. ,,fir �;`:Yr:.._.oYT � a7J= r :y f;' • ;�•,:iii =? : .;•._ �ii AA �� 4 v:.y rr,', a f .•rii� .Q�',y7/T512&3 slrti'iocati Rue, s r, ..;_•TXl1.51 1 _, f19 �9unfedi Tip.t�,.rhifile local ilaoa '. ,' �• own*on on Per'�aiti f �iii wrd°„i'+`}:r► 1-i' a'C�eO B*a 147 .;�' ,.... •,tom: '.. ,�•��`tie�. , . ,# 61•-4 4?W .:_ SATE Old FL - D�,ARQIDA' SNS N TfON. J:jD aT'ltY�T�C7s f 'DOW.ATXON' Old: .1819Xy7 JR L3 IDZ,2 it ter ® CE'YiT FzE?7• CM'�:- . :' '�+_'ti. . ?is �rovi�f.as� o� Ci ;`-� ti s� s iozs date: AUG 3�, a0wt�'r� �4s,�1 1� f4f +i•F1'•11'4: '`' �•'[: . ,yam• ,”•.!1' -•• •:: 1 HOULL AIR gyp q g ,g CONING CQt� .7a RZCg'CbT'J' i — DISMAY ASF Eq*tjIR _ EO 8Y'1°,gU1l °;:w:' g�CR�TA�RSyN ;J JUL-18-2014 07:23 FROM: TO:3057568972 P.3 n r t 2 f f 1i�14 'lb.45 �nOb,�yb r f;i -UPERIUH AIKI W F'ALit �7Y V ' RICK SCO'rT GOVERNOR - _KEN LAWsoN.SECRETARY '�N 'T DEPAR STATE OF FLORIDARIDA - --• •- -- .. OF BUSINESS AND PROMSIONAL REGUi.AT1ION CONSTRLICT1pN INDUSTRY LICENSING BOARD CAC78tSs7B The CG468 B AIR CONDITIONIN 3 CONTRA Nam■�i 68iow fiS CERTIflEp Under file prc i tons of Ch,app�'189 F& Epir8fftin crate: AUG f 1,2016 ROSEL,i�PEDRt1. SUP. R;41R y 8200 i CONDITId� ■ M�ANIi �� STREET V„ G^'� .� .�i._ -- • •--•-..�._ ISSt1Ep; 08J1Br2ota "SPLAY ASREQUIRED BY ~ � ''.'�•_ ••. : - - LAW Sgq a L14MIOMM741 JUL-18-2014 07:23 FROM: TO:3057568972 P.2 K1LIK A1K CiU 1•'Pkd_' U.S CERTIFICATE OF LIABILITY INSURANCE TNIB Is ISSUED AS A MArM o€NFOIQMATtow olw.r ANQ COA1Fi1±R8 Na MGHT3 WON Tm C�TIFtGATF NOIZD�THIS CMCW'CAiE > NOT APp�IR1AA UPAf * NEGATIIIgLr AROtQ, 1D OR AL.TC-I% THE COVET AGE AFFOtIfiQC BY THE WLlTHIS BEIAIM. i'M11S C RTII7CATt flly 11 fJRllNICE Dt1ffS t,1UrT 1'tTIJTE A CONTRACT THE 1$vU1NQ INSURE!By Tom PO Rap 1�0SRNCA'l1YG OR PRCDUCM AND THE CLRTIRCATE HOLOM 1NR0 ANT: tP tlw cartHlca,h ria en thO i�Oft cow of the Policy,ea:r%eln pelk"s � 'the�.7►m)mt�!K+andoreed. M�QROGA710H 1>!t lIv ED, to awdsem holder In Hsu At h andol"Mo s �►� an endo m—um nt, A awnd an i1Na Cotefisa�doe®rw!oepfer yplds to qre vN' Allianes Insurwce 9ohrtlons LLC 2405 N Tonftmi Trail Selrftabs.1"L 54243 Mid dEssential HR, Inc., 151mlI l HR Il Inc i!asR�r►1 _�, q — � Star HR Sul pn rlor Ritlpo Blvd !PAng 7X 75038 R+wweMuo. ', ..Oavea-gam «A.'�..� CEIFICATIE:NUl1�p11 T}II$15 TO CERTIFY THAT POLICIES OR INSURARIGE LIS> p 9F!�Uv NgyE !>11=YISp3R1 NUI IN�►ICATEA, NO7WITIiBTAIdMG ANY R501,11A Tl:IFM'4l! �5N PTO TMffi IN>lURMlQ NARAitp ABWE FQp �Pl]lICY PERM CER19P1CA4E MAY BE W8UM aR MAY P9WA COM11T10N OF/INV CONTRACT OA*meRl*ftkINNNT�vxm REftrCC'r 7U MUM_MS AIS CON `1N URANOU MFUIUp BY Tw@ Po1_IrdES OMMSW NpN IS SU TO AT IVO T�THIS DANS OF SUCH POIdC1ES.LIMITS MAY HAVE�1'iN nEQIJCED t!1►PARI ciggsg. oK COltlgl,GgNBAyK LImm ��'� t.�1 oOd►Fv DIY Aww mmrep�p'P,�sPm. p o�y�uY tAovnu�unr a vInI V J T& L:3 uac a1.A tL►ye °Rp AM t wee,nr ; AWNHO eoor4YIWIIR11�erP ►b s DAL1T QO ALMOS tI00f�YM IQY(p*'sedeme) a "' �SW6rtT M!I.1M�DG �CFiC,�GCtQt � � _ s Afx�asn�Are >a I� Map Y Y4 1 01 4 �.61W,+Aexlae.Nr»_ a 7.oC0. d ��companoMron ��-�►N!rlorw � _ 7,OCOQOn �O Pw "voty a 1 COI} tight v>=a nOM op a s .shag cma* +L » IV*10LO tr<Cglpto6Aas�tensl �. C 0@P @d torso!wemb&veed a ease:7tYf/2Oq ° not v4400„trQm a Ot 84 PER1pR AIR CONI?IT ONINS Wnp CRRT � a� TYOrN mes X50 E 2nd Avenue lav o�apt Mlawk!Shores FL 33131) WO l!"aiATOW DATE. WotWp# �tr►l�es;AW BARE A Imu mw 7w homy M&=e ".f'. am OILIV�I� qM A��a GNTA'rfYY j�/J'�A 4COf7p 28(�tdNti} VlCn d artp TTI,ACORD+ms a logo we �9 a A CGRPO�2A'I7ON. An Y6d. eereu., ssevFaso seee v0/2ei• 4IN14C>aM kso1ACONp v+on 1 ee s JUL-29-2014 08:57 FROM: TO:3057568972 P.1 ACtflRl� DAYS(MMID6N'm CERTIFICATE OF LIABILITY INSURANCE _ 07/28114 THIS CERTIFIGATB 1$ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS ND ' G B UPON THE CERTIFICATE HOLDER.THIS CERTIFICAl t:DOES NOT APPIRMATIVELY 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 L_— PRODUCER,AND THE CERTIFICATE HOLDER,.-_ ..._ . —_. IMPORTAANN T: If 1110 GeftlflGAte Ila1�►1s pn ADDITIONAL INSURL'D,the pelhy(lop..)mUpt be endorsetl. if$UBROt3AT10N 19 WAIVED,DupJeet tD --.. the terM and conawni a of um policy,certain pellcles may require an antioreemem. A swema t en this oaruReate docs not contar rlphta to the eertiilcata hotter in lieu of OUCh endomemarR(s). _ PRODUCER - N'IACf _ p; JULIOJIMENEa J_ Jimenez A CO.,'Inc. E � [AM.Ne)L (806)2$4»5382 _ 8000 Coral Way AauRmea Iullo�meneYanclGonlppnY•COm — Miami.FL 33166 INSURpR{@La?Poabr}�o t ovRlr,ptl„ NAIG Phone (306)284-9900 Fax (306)2t34-$382 reISURK&A 1_ CYPRESS PROPERTY&CASUALTY iNSURANCE INOU89P — _Rrsuaea a• .. . ..... _ SUPERIOR AIR CONDITIONING CORP CACkI 1815476 iMFugyrs_g: „ _ 8200 SW 758T MRnR R 9_i Miami,FL 33173 303-525-7599 NEunllR Q; COVERAGES CERTIFICATE NUMBER: REVISION NUMBER,' I THIS tS TO CERTIFY THAT TBI:POLICId OR INSURANCE LISTED BELOW HAVE SEEN ISSUEL170 7HE INSl1RED NAAAED ABOVE FOR THE POLICY PERIOD I INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS I CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, I EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. D TYPE OP INSURANCE ADD a POLICY 8110 POLI y!EXP 4. _- INBR P061CYNUIrEItR (MMfDl)I�`>d1CTJ LMNIP Y.Y11 — agNaRAI.LIADDJTY F,/ICHQ`�(',,yJtR�NCE $ 1,4Q0�000.00 ® COMMCRCML tLBNCRAL LIADILITY �uwG2 TO Rk3N9 ED 100,020.00 [] MAM84 ADE CeauR GAfIRESJEqD EXQIzuR G -. A GFL-1019718.92 09/20/2013 09/20/2014 MEP(An one penes I 6'000.00 PERSONAL A AM INJUR i 1,000,000:00_ .. » —..—.. EeNcRALAGORzgATE O 2,000 000 00 GJatPL AGGREGATE LWTAPPUUq PML.PRODUCzB•COMPlaP Aftti B 1,000,000.00 •L _ POLICY ❑T i T.— ❑ Lor, 5 AUTOMOBILE LIAEILBY --_»—_ _ _» 4idB1NDD tNGLL LIMB 1 �I4@U i A AVA�NVAUTO BODILY INJURY(par pgmpn) It r ❑ r DOS ED ❑ AUUTNO MTO$ DOOILY INJURY(Per POddeM I app pAMq�, 1 ❑ HIR2DAU708 ❑ AUTOSWN® LarPli q01) ,__.E a I UMBRELLA LIAR OCCUR EA H*00URRENCE Z —+ EXCML143 ,U CLAIM3.MtPrs AROREpATE S � WORIMs caNP1eNSATIaN AND EMPLOYERS,LUMILITYI C STATij.ANY PROPRIFrT(fR/PARTNRRmxr-cuf N TM• P.L EAQH ACt:91�ENT _f OPPICERIMEMEERD(CLUDW? r NIA (YAeeet4ry to NH) I E.L.018EA8E_G ELWLOYE S 1If res deetAse unflsr _ t;PFRATIQN4 ik 2W G.L,0100AS _POLICY LIMIT S DESCRIPTR)N OP OPERATION$/I.00ATID;O/VOHIfILOJI(Apneh ACORD IM,ApGltlsnal Romarke 608duls,If more sPass to mquhsd) 1"•HEATING AND AIR CONDITIONING INSTALLATION,SERVICE OR REPAIR I CERTIFICATE HOLDER CANCE{,LATI — _. _. . ... I 8 ANY 1'14E ABOVE DESCRIBED POLIC1E6 B8 CANCELLED BL+FORE MIAMI SHORES VILLAGE HALL T IRAT DATA THEREOF,NOTICE WILL BE DELIVERED IN 10030 NE 2ND AVE R ANC TIME POLICY PROVISIONS. MIAMI SHORES,FL 33138S) I .--( - ACORD 26(2040/08)ERF -2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are reglstBrad Maris of ACORD Miami Shores Village ®y-- Building Department juL 1S Z014 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 F ( ,Q5)756-8972 BY INSh. ,r :(305)762-4949 s FBC 20 BUILDING Master Permit No. Ca-IQ -1 f S "2,37jk PERMIT APPLICATION sub Permit No. PL-l®-ii3z� ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S-ST— City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: J IS2®56®-j 6 p-70 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type, Flood Zone:: ff BFE: FFE: OWNER:Name(Fee Simple Titleholder): t4or ts-W 4-- � l i�' `�A Bone#: ?o C- 6` —X770 Address: q Z D W, q- . 9 s-r- City: W wyt i 0,t' State: FL Zip: :-21131132r Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Ke ZA Phone#:3�5 ^-, Address: X) L<,2 City: State: Zip: C) / Qualifier Name: �e kl '� Phone#: State Certification or Registration#: Certificate of Competency#: d ®C DESIGNER:Architect/Engineer: —//rra 77404/0- 4-- e�'S' Q JPCa_ Phone#: Address: (?-?di <6 � "a(=•""L C%q-- City: A=P a. State:jft--Zip: 3 5— Value of Work for this Permit:$ ®oS� cuo Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 00 Q f1.1q A-S: .l r` tT dlJ co w-- 11" Specify coloeop color thru tile: Submittal Fee$_ a Permit Fee$, ✓ CCF$ '; CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ e TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. N Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foreg ing instrument was acknowledged before me this day of 1.-/7 20 ,by day of u1 20 by of 0 d4t who is personally known to t,.'Z !Li g AL who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: C Print:_ MIS y 1 a = et- y-e 2_ Print: If' Seal: Seal: MARIA D.PEREZ .., MY COMMISSION#EE 127/96 MARIA D.PERFZ EXPIRES:S9p%ml9r7,2015 =*i .+A MY COMMISSION#EE 127/96 * xe xex�x� x�x�* * •..• ° Banded Thru Nctky Public WRIB xrtl s x�**** *** ** ** �x ,' p w6fi APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village a� Building Department JUL 16 2014 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax;(305)756-8972 . INSPECTIO n LI P BER:(305)762-4949 :BY FBC 20 BUILDING Master Permit No. IRC'[6 -G?, PERMIT APPLICA Sub Permit No. ❑BUILDING OqELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP i CONTRACTOR DRAWINGS JOB ADDRESS: I 'S C) N d C d � S- City: Miami Shores County: Miami Dade Zip: -(� Folio/Parcel#: 170_5700-70030 _ Is the Building Historically Designated:Yes NO Occupancy Type: Load: /Construction Type: �p Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 4�7Ph�on e#: -,d, — �-V-cT? Address: Olsb Pu. City: m I aOi State: Zip: b' Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �L� �✓L® � Phone#:-7,f&—Y-7-cy--0 d�,Lk Address: a ® ''g ox, (0- s City: State: Zip: 1-2 �(® Qualifier Name: 1, ` Phone#: State Certification or Registration#: T2 9 0 00 C-, ertificate of Competency M DESIGNER:Architect/Engineer: L , Phone#:°7oG- ;,5'9- 4F26C-' Address. City: State: r-Irl Zip: a4, i4'.'yaJa Value of c�((�� )i Perrin Square/Linear Footage of Work: �� At. ae� r �s,Typeof or �se WtJon - t ❑ New ❑ Repair/Replace ❑ Demolition sy' Descript .110! w0Lri 10 L 6 7Vv& P-AJ6 a MAA3 #04 SleUA" At'd"D Specify color of color thru tile: Submittal Fee$ Permit Fee$ fs f®,'AP® CCF$ i CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ L (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet'the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregging instrument was acknowledged before,me this The foregoing instrument was acknowledged before me this ~qday of 20 `-� .by day of i� 20 ee .by �/Y7a e-0-10 who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification d tak 8%aA6R0- NOTARY PUBLIC: NOTARY PUB L Notary Public-Stbta M Fio� My Comm.Expires Sep 7,28t7 a` Commission 8 FF 39778 Sign: t�'�'` � - Sign: Print: e� n r 19e Pe Z— Print: Z'Zo".5154"ce Seal: Seal: •,",t,., MARIA D.PERQ My COMMISSION s EE 127M ="Ituber 7,2015 <= F_XPIRES:Sspte •.•o BZd Th, Nal>gp pwft u� APPROVED B.�v Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014)