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RC-14-2673 (2) A - Miami Shores Villa a - _L--1. 3t i� g Building Department DEC 22 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY,: + Tel:(305)795-2204 Fax:(305)756-8972 - -- -= INSPECTION LINE PHONE NUMBER:(305)762-4949 HIC 20 Vs BUILDING Master Permit No. -/ PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WOR F-1CHANGEOF ❑CANCELLATION ZISHOP CONTRACTOR DRAWINGS JOB ADDRESS: f 00 Com: Miami Shores County: Miami Dade Zip: -/ Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#:15 i�� ' :. Address: .''i � � ' �2a C7 City* State:�JState• Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 1S Phone#: ` Address: Ci tate: � Zi Qualifier Name: Phone#: State Certification or R istration#: f- 68T67` Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: [ Add' "on ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: • c.>-. Specify color bf L*01 'r thea we: Submittal Fee$ Permit Fee$ �•d (� CCF$ CO/CC$ Scanning Fee$ . gj,�_Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ 40 y Bond$ 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 brochur w ffbe delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commence must be posted at the job site for the first inspection which occurs seven (7) days after the building permgtrunt nce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu a SignatureOWNER or AGENT TOR The foregoing instrument was acknowledged before me this The foregowledged before me this day of ®® —� 20 j/J' ,by 9r9' day of d^' 20 by DDO&41-d`5, G�I' is personally known to �- cac-2 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 P NOTARY C: r Sign: Sign: Print: AR Print: Seal: t t IAjftM Ap 10,WIS Seal: "�Op•••,, ARIENE TDRREB IF 100tH °_°: u�4 . Notary►Pwa•State of FWWA NOW my Comm.Eapkas Apt 18,2018 Commission•FF 108104 APPROVED BY Plans Examiner Zoning 2' Structural Review Clerk (Revised02/24/2014) LV t F Miami Shores Village Building Department rtment 10050 NE 2"d Ave. Miami Shores, FL 33138 305-795-22041 Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA Br CODE. 1(We)have been retained by /S �� to perform special inspector services ur lwtie F o d 1 Building Code 5�Edition(201 )and Miami Dade County Administrative Code at the �NO project on the below listed structure as of (date).I am a registe ed architect/ ro ionrJengineer f nsed inthe State of Florida. p f � Process —��- Number. _Special Inspector for Reinforced Masonry,Section 2122.4 of the FBC 5th Edition(2014) _Miami Dade County Administrative Code,Article II Section 8.22 Special Inspector for _Trusses>35 ft.long or 6 ft.high _Steel Framing and Connections welded or bolted _Soil Compaction _Precast Attachments _Roofing Applications, Weight.Insul. nc. ,.Other �a 17 f' r r- -tfuas frim" Note:Only the marked boxes apply. The following individual(s)employed by this firm or me is authorized representative to perform inspection` 1. 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by 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 Shores Building Department 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 Shores Building Department Inspector. All mandatory inspections,as required by the Florida Building Code,must be performed by the Miami Shores Building Department.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 work under each Building Permit,I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and professional judpMeut tb®ge portions of the project outlined above meet the intent of the Florida Building Code and arpfn s cxzQrdance with the approval plans. d'� •. �� Engineer/Arc t 11� = Name t9sa 2.r t 062 B; Signed =S "" P Date: Address 15 s' �� 14, 00 JOSE A. MARTINEZ, PE CP*TM STRUCTURAL ENGINEER February 3, 2016 Building Official N.Gami Shores Village 10050 NE 2'd Ave Mami Shores,Florida 33138 RE: Roof Trusses repair Inspection For. 94 NE 100 St Miami Shores,Florida Permit #RC-12-14-2673 Dear Sir, Please be advised that I performed an inspection of the repair trusses at the above referenced address and found the following: The trusses support for the tie beam was extended on site by adding a two by eight piece of wood and it was attached to the trusses with 5I8" plywood sheathing nailed to the trusses and the wood member. The trusses were properly strap to the be beam. All work as completed is in done properly and in compliance with the proper procedures of truss repair. ff I could be of any further assistance in this matter please do not hesitate to contact me. W' 44.4004 Si 6 Tl■,yqj b Y 'O / ®/g►gg0 qq p 0 • fy 4oae Martinez,PE P&03,1,509 Nki 24 EAST 5 STRIT7,HMLEAK FLORIDA 33010 TEL:305487-4417 FAX 305-884-3967 SENDER: COMPLETE THIS SECTION IMPLETE T141S SECTION ON comphoMm 1,2. A. Itern 4 if RBWC%d Ddvwy dash 0 ■ nPrrin►tt your snwarne and a♦d�d��on t4s r O A card to you. Nwm) C ■ Attach this card to the back of the natilPkxx► or on the front If spaoe permlis. t D.M a*my address dtffmwd from rmm 1? 13 Yes 1. Article Addremed to: ; . If YM enW ddpvwy aftm below: 0 No At--C2. &yrL(ej �r �y tots 3r brto2-�g A-' � lel 0 EWm Md r� ReWwW ',-a Rom Race"WASOMWkw 0 trued Map 0 C.O.D. 4. ReWcmd fi7e0vWr:Wa Fes) O lies z (Numw 7011 0470 0000 8985 5539 PS For{n 3811,February 2W4 f nmdo Rebar RweO t UNfrED STATE lel 1 � � Fkab Gees Mail ul &Fees Paid --- Pemdt Na G-10 •Sender.Please print your name,address,and ZIP+4 In this box' f .0 Ir Ln For delivery information visit our website at www.uspsxom;�� Ln For delivery information visit our website at www.usps.co Ul U1 FICIAL USEE C. Im OFFICIAL USE U-F tl7 u7 Grpip S tr Posdege O Cerunw Fee O Cartiflad Fee O Return Re�Pt FN P Here O (Et nt Req P.Owiftowft P Hm O owrark C3 (En�lOraerr�rrt Required) O fWsftO ( ==,rit O MmWmevwt RegWMM T`- r%- M Toted Postage&Fees $ _-r Tote)Postage&Fees o ;;;-- -•-bS u A ,� o �crrz r- ����. o,�oe�ra4 �-�------coo s'j Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 -` Tel: (305)795.2204 Fax: (305)756.8972 STOP WORK ORDER DATE: February 19,2016 TO: Donald and Wendy Saltzburg 94 NE 100 St. Miami Shores, Florida 33138 RE: Failure to pass required inspection. Addition 9400 NE 100 St. Miami Shores,Florida 33138 CONTRACTOR: Mr. Alfred Quero Q's Construction,Inc. 7005 N. Waterway Dr. Suite 304 Miami,Florida 33155 PERMIT NO.RC-12-14-2673 FOLIO: 11-3206-013-1190 Legal Description: Miami Shores Sec 1 AMD PB 10-70, Lots 1,2,3 less W35 FT Blk 9 YOU ARE HEREBY NOTIFIED that an inspection of the above premises revealed that you have violated the provisions of the Florida Building Code which have been adopted as the uniform building code for Miami Shores Village, Florida or provisions of the Code of Miami- Dade County.The building official has found work regulated by this code being performed in a manner contrary to the provisions of this code that are dangerous or unsafe. Thereby the building offacial has issue a stop work order for your project. Type of Violation: Building. Chapter: 1 Section 110.1 of. 2010 Florida Building Code To wit: 110.1 General. Construction or work for which a permit is required shall be subject to inspection by the building offacial and such construction or work shall remain accessible and exposed for inspection purposes until approved.Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of this code or of other ordinances of the jurisdiction shall not be valid. It shall be the duty of the permit applicant to cause the work to remain accessible and exposed for inspection purposes.Neither the building o ficial nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. REQUIREMENTS FOR CORRECTION. 1. Obtain approval of the repair truss shop drawings. 2. Schedule a meeting between the Building Official of Miami Shores Village and the qualifier for the project Mr.Alfred Quero at the job site. The contractor should have employees and equipment on site to remove the drywall from the ceiling under the conceal truss repair areas for inspection by the building official. Therefore,you are hereby directed that on or before Monday,March 7,2016 you are to correct said VIOLATION and NOTIFY THE UNDERSIGNED BUILDING INSPECTOR that the VIOLATION has been corrected. Failure to make the correction(s)will result in one or more of the following actions: Disconnect utilities services, initiation of an unsafe structures case requiring demolition of the structure. Also,failure to comply with this notice may result in the department withholding issuance of other permits to you,referral of this matter to the appropriate licensing board or the filing of a lien against your property in the amount of any unpaid ticketing fines. In accordance with the provisions of Section 8-17 of the Code of Miami-Dade County,you are also responsible for the reasonable costs and expenses incurred by the Building Official in enforcing the provisions of the Building Code. In the event further clarification or assistance is required,please contact Ismael Naranjo,B.O at (305) 795-2204 between the hours of 8:30 A.M. and 5:00 PM. Except in the case of life-safety hazards,you may be granted upon request an extension of time up to 90 days to correct the violation provided your request is submitted prior to the expiration of this Notice of Violation and enforcement costs incurred by the department to date are paid in full. To request an extension,please contact the Building Department by telephone at(305) 795-2207 or by e-mail to ngLwjoi@,Miamishoresvillage.com. Ilia u our co ' pe tion in this matter. Z s Ismael Naranjo,B. ,C M Building Director. Mail _ Date Mailed: `a P'3 ?.J t By: Return Receipt Number: ..0.......0::.0.0.•.•..:. _._ . . ---. .. •.}:•;• :.:.:0:0::00:• A.-• .:•:• ::Q. :.:..:.•.:::.•.::0.0.:0:0:::::::::::•:::::.... ........... ..... ..:•:::::::::: :::z:::�:::%:::%::::::: -. - _ ---- -- - - - ..,:.... .. .•.•...:.0.:0.0...0:.................... LSC '- .- A T�f3�V q IN+Fi•i%:%K::• %:'•Iii•: S C iE ' '%°%°�3°�%��°%°%�%°%�:::�:�:::%•�:3:::::::::::;E:i:s:i:E:i:E:i:i :i:i:s:i:i:i: •��i�:���:t:=s::i=::i'%=t�t:�s::::::iss:::i:;::::::::�:si:i:i:°t:�:�: ' ALE: AI TS Y t r 1 PAlSnYAY NP_ zas nth A l C 1 30 SCALE. fJJC f/2- 1�q� �> fJJt r/8- ( •ems' >� ,r�t' .. � 6 5 4 2 1 Iiiii; I ,� a I a• •b. .. 8 0 13 '� 22 Y I [21 2 •: 9000rit: •0 • �: • 1 i 9 • -i I � :i'1i1�1'� •b 'si;i i 0000•• • �• iii 00 »0000• �•• • ••i••• 1 • / 4. .12.20' k ••i••i •••i•• 0000•• •• ••� • 0000 c.' ''' - 0000 • •• 000! • • •• 0000 • 10 I ° I -'. �:':: • • • • • - .0 • • ••. 0000(.,, - • Q 24 • w• ••0• •• •• • 100000•J Q ^ •• • • • oNs i; ?= 0000•• • .•i••• • • • id id 3'tB3 k i • • DoT I•••••� •• •�► p���• '- to ,.. �'1=�' _ r 0000•• 0000 • 000000 is •g (• •• 92f& AF.ElE�GetO t$I . : i •• • • ••i • • •• •••• I • + 20 ( 190' 2"Ur ': ..?'�' • • 0000 ••••i• ' 0.00•• 1 � � I g.{y#�I �;�3 0.00•• i I14 1 � I € • 1 1 I ' iMy 101 �r I • for 20 I tar�� I cor I car 23 BLOCK s I -BLS 9 I BLOCK 9 ( BLOCK 9 I PROPERTY ADDRESS: 94 N.E. 100TH ST., MIAMI SHORES, FL. 33138. } I I LEGAL DESCRIPTION:LOTS 1, 2 & 3 LESS THE WEST 35 FEET BLOCK- 9 ABBRE"K="De RLKCS OF AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 SUBDMSION SMIACa310EVIWI.K,CBSgCONCRETESLOCKSTRUCTURE,CLFoCHNNLMp(FEidCE.PL PROPER'iYLWE,OtJE=pR/AINAGEUtanyEASEMEt1T.IP-IRONPIPEj,. F=FOUND.AC-AIR COMMONER PAD,PXmPROPERTY CORNER,V/HADR1LLED HOLE,vwF.4wODEN FENCE,RES-RESIDENCE•CL-CLEAR,Ra=REBA4 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 70 UE=UTILITY EASEMENT CONC■CONCRETE SLAB RA+V-RIGHT OF Y1R17 DE*DRAflIACiE EASEMENT CIL-CENTER Mjd oeDIINATER TYP=7YPICN, I M=MEASUIZEO.R=RECORDED,ENCR=ENCROAChAAENi COMP .OMPU7ER ASHAASPHALT,WDINAIL&DISC,SASET,FEERFINISH FLOOR ELEVATION, OF THE PUBLIC RECORDS M�I'DADE COUNTY, FLORIDA OIS=(FFSET,PIP=P041ER POLE,OHP-OVERHEAD PON6iLRM Wr*MRITERMETER YEa A ELEVATION BASED ON LOC.#3100 NOT-VALID UNLESS EMBOSSED WITH CONCRETE=, : R-••• t..� :SEME.: :'•s r,•.s v..: CBM# ELV. 9.651 SURVEYOR'S SEAL `""'"�`'�NOEaD'�1N'°EEASE"'E"' Ma°� N-568TYPE OF SURVEY:BOUNDARY SURVEY SINCE 198T HEREBY CERTIFY That the survey represented SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2)NOT VALID WITHOUT THE SIGNATURE theteon meets the minimum technical survey BL.ANGO SIRS INC;. AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, 3) THE SURVEY DEPICTED HERE IS NOT adopted by the STATE OF FLORIDA Board of Land -�•- COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) Surveyors pursuant to Section 472.027 Florida Engineers•Land Surveyors•Planners-LB#0007059 UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC Statutes. VERTICAL DATUM OF ')829.. 7)• OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL There are no encroachmepts,overlaps,easements 655 NORTH SHORE DRIVE RESTR1CTiONS dT_SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) • apoearing on the plat or visible easements other than. MIAMI BEACH,FL 33141 CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING asshown hereon. (305)865-1200 Errwil:btancosurvey°tSnC�yatotwm F$X•{305)865-7810 INFORMATION. 10)EXAMINATION OF THE ABSTRACT OFTM-- WALL HAVE TO BE MADE TO DETEFdMINE RECORDEt� REVISED: INSTRUMENTS,IFANY,AFFECTINGTHIS PROPERTY. Additions or deletions to serve s or FLOOD ZONE: g SUFFIX: L DATE:9/11/09 BASE:N A Y�P reports b3'other than the signing Party or pies is prohibited ' without W=w consent of the signing Party or parties. ADIS N.NUNEZ PANEL: 0302 COMMUNITY#- 120652 BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUEOF SJstiD IAB' 10 70 REGISTERED LAND SURVEYOR D'7711-A4 -r� SCALE: DWM.SY: JOB No - PAGE STATE OF FLORIDA#5924 l 1 j 11. 7:4 1-=;a0 R F.61anw 14-462 Rick Scott wMise4on: Governor To protect,promote&improve the health x of all people In Florida through integrated John H.Armstrong,MD,FACS state,county&community efforts. State Surgeon General&Secretary HEALTH Vision:To be the Healthiest State in the Nation March 05, 2015 • Lourdes Herrera 21021 NE 31 Avenue Miami, FL 33175 RE: Modification to a Single Family Residence-No Bedroom Addition Application Document Number. API 176554 Centrax Permit Number: 13-SC-1587692 94 NE 100 Street Miami, FL 33138 Lot: 12 3 Block: 9 Subdivision: Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 02/17/2015 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. No Objection. Reviewed by Y.Martin on 3/5/2015 for interior renovation and addition of a kitchen. No bedroom addition. , This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is,ppl adding a bedroom and that it does not appear to cover any part of the existing system or encroacM an tele •.. required setback or unobstructed area. No existing system inspection or evaruatiol; and assessment, or modification, replacement, or upgrade authorization is required. 909:00 .• • •••' ..0000 0 Because an inspection or evaluation of the existing septic system was not comooged, thgbgp9rtme7j1t. • 00. cannot attest to the existing system's current condition, size, or adequacy to 4wAthe prgpgged us@..:1;00004 0 0 You may request a voluntary inspection and assessment of your system from0alkOnsed1sootia tanw.. •• contractor or plumber, or a person certified under section 381.0101, Florida SsatIte0s. 0 0 0 ..0000 0000., .0000. If you have any questions, please call our office at (305) 623-350 . .. . ... . . . . . .. Sin r , Y in Engineering Specialist II Department of Health in Dade County Florida Department of Health www.flor1dahea1th.9o�► In Dade County• •,Florida TWIITER:HealthyFLA PHONE: (305)623-3500 FACEBOOK:FI.DepartmentofHealth YOUTUBE:fldoh l r 3x1a YX = l � • 9 � � . • ��� ��-; -max� a 9999 . . 9999 9999.. 0009•• •• • 0990.• • 0000.• • • • 0099.• 0000 •• • • • ��� l+�` 0000 • •• 0090• 0000•• 0000 •.•s. /� •• •• •• 0 0900•• /(/D 0 e �� 7 0099•• • • 2ASGHAR� FA'�Ji,� . Ai r Necaftnd Std v2 .2 . 6. 1 per ,ASCI 7-10 Developed by MBCA Enterprises, Inc. Copyright www.mecaentergsises.com Date : 01/23/2015 Project No. Compaay Name : YATHI ARCHITBCTs, INC. Designed By t r.R. Address t 8628 BRIDLE PATH COORT Description : A:MOO:LING/ADOXTZOR City : DAVIB Customer Name : MR. a MRs. sALTSBRRG state : YL Proj Location t 95 N.N. 100TH ST'., MIAMI SHORN File Location: Cs\Progvam Files\NWAWind\sAL2BZRG RESIDENCE, MIAMI SHORES.wnd Zoput Parametwo: Dimational Procedure All Beights building (Ch 27 Part 1) Basic Wind Speed(V) 175.00 qph structural Category 11 Exposure Category m C Natural Frequency N/A Flexible Structure • No Importance Factor • 1.00 Rd Directional Factor • 0.85 " Alpha • 9.50 Zg • 900.00 ft At 0.11 at • 1.00 AM • 0.15 am • 0.65 Cc • 0.20 1 500.00 ft Epsilon • 0.20 smin • 15.00 ft Slope of Roof 3 : 12 Slope of Roof(Theta) • 14.04 Deg b: Mean Roof Rt • 14.81 ft 'type of Roof • SIPPED Ruts Ridge Ht • 17.63 ft :ht: save Haight 12.00 ft OR: Roof Overhang at Have- .00 ft Overhead Type :No Overhang Bldg Length Along Ridge • 65.00 ft Bldg Width Across Ridge- 45.00 ft Length of Sipped Ridge • 20.00 ft Roof Slope on Hip End • 14.04 nog Cunt Bhotor Calculations Gust Factor Category I Rigid Structures Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Ha) use 0.85 • 0.85 Oust Factor Category ii Rigid structures - Complete Aaalys4s Pim: 0.6*Bt • 15.00 ft lam: Cc*(33/Xm)^0.167 • 0.23 Lam: l*(sm/33)4Epsilon • 427.06 ft 0: (11(110.63*t(B+Ht)lLaa}"0.63))^0.5 • 0.92 Gust2: 0.925•((1+1.7*lam*3.4*Q)/(1+1.7*3.4*lzm)) 0.88 Gust Factor Summary Not a Flexible structure use the Lessor of Gustl or Gust2 • 0.85 Table 26.11.1 Znternal Pressure Coefficients for VAldings, QVPL •a•• GCPi : internal Pressure Coefficient • +/-0.18 • • •••••• •••••• Wind Pressers Main 'Wind Poras Resisting $ywtam (MES) - Ref Figure 27.4-1 •••••• •••••s •a••i• • 0.000• • • • 0000•• 0000 •• • • • ••• • •• 0000• - • 0000 0000• •iJit u� un e n r • • • • TINT- 7-1 • • •• • 0000•• • • • • 0000•• 0000•• • • 0000•• L * 8h: 2.01*{8t/8g)^{2JAlpha) � 0.88 Xht: Topographic Factor (Figure 6-4) " 1.00 Qh, .00256*(n)^2*X*Sh*Kht*Kd a 33.94 pat Cpww: Windward Wall Cp(Ref Fig 6-6) - 0.80 Roof Brea " 3107.95 ft^2 Reduction Factor based on Roof Area - 0.80 MM-Nola. Presssa"s Cor WUA Nosoasl to 65 ft Wail Oftz sl to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 wall CP Pm"woxa Pressure +Q%d War) - (Pat) --------------- ---- Leeward Wall -0.50 -20.53 -8.32 Side 'Walls -0.70 -26.30 -14.09 Wall zlee VA Not Cp gs Presse Press total ft pas'.' 40Cpi -OCO +/-=Pi Windward 2.00 0.85-1.00 0.80 33.94« 16.97 -29.19 - 37.51 Windward 2.00 0.65 1.00 0.80 33.94 16.97 29.19 37.51 Roof Location Cp Pmwvwee Pressure 'XPi O9a��i{past) ' Windward - Min Cp -0.60 -23.42 -11.20 Windward - Mas cp -0.08 -8.42 3.80 .Leeward Norm to Ridge -0.47 -19.67 -7.45 Hipped Wad (.00 to 7.41 ft) -0.90 -32.07 -19.86 Hipped Sad (7.41 to 14.61 ft) -0.90 -32.07 -19.86 Ripped End (14.81 to 29.63 ft) -0.50 -20.33 -8.32 Hipped and (29.63 to 45.00 ft) -0.30 -14.76 •-2.55 Not" - NOMMI to Ridge Note (1) Per Sig 27.4-1 Note 1, Since Theta > 10 Deg base =Ica on Means Ht Note (2) Wall 6 hoof Pressures - gh*(8*Cp - GCPA) Note (3) +bCpi d Positive Internal Bldg Press, -6CPi - Negative Internal Bldg Press Note (4) Total Pressure - Leeward Press + Windward Press (For + or - oC81) Note (5) Ripped ands considered as parallel to ridge far all theta. Note (6) Ref Fig 27.4-1, mozzol to Ridge (Theta.-10), Theta- 14.0 Dog, h/1- 0.23 MMM-WJLU Pressures for Wind NOXMai to 45 ft wall 481aog Ridge) h11 pressures shown are based upon ASD Design, with a Load ?actor of .6 0000 i ••• 0000 ••••�• Wall Cp pressure Pressure •• • • ••• • (001e) -� tom) 0000•• 0000 r ••••i• Leeward Wan -0.41 -17.97 -5.75 0000•• • • • Side Wails -0.70 -26.30 -14.090000•• 0000 •• • • • • •• 0000• Wsli tsiev MI $stt Cp q% Preen Press 'total ••0• •••• 00:04* ft Per 00:00:+=Ps -GC%A +/-GCOL • • • •• •e •• • 000000 Windward«--«- «17.63 0..88 1.00 0.80« 35.11 -17.77~29.99^ „35.74 • Windward 12.00 0.85 1.00 0.80 33.94 16.97 29.19 34.94 V l s: • •• Windward 2.00 0.85 1.00 0.80 33.94 16.97 29.19 34.94 • 0 :0040 000.00 • • • ••••••• Roos' - Dist freer 11l adus" edge CP ?reasons Pr•,ss AVIN • • • • �i(om)-4001Uwe) •• • •• `• • • --_ -----------....---------------------------.. -...._ ._�.. .• • Roots 0.0 ft to 7.4 ft -0.90 -32.07 -19.86 Roof: 7.4 ft to 14.8 ft -0.90 -32.07 -19.86 Boots 14.8 ft to 29.6 ft -0.50 -20.53 -8.32 Roof: 29.6 ft to 65.0 ft -0.30 -14.76 -2.5S Waters - Almg, Ridge Note (1) Ref Wig 27.4-1, Parallel to Ridge (All), h/1- 0.23 Wind Pressure on cote and Cladddag (Ch 30 Part 1) i aux 14 mor Roormt r i2 1 Z 21 1 'i y'tf4-�-2 jgo All pressures shown are based upon ASD Design, with a Load ractor of .6 Width of Pressure Coefficient Sone "6" 4.50 ft Deaoriotion Width Span Area Sona Daae Hin am P WAA P ,.,.. ___....,�_ ...__�..._._..� ft itgt_x GCP._acp.._Pat__.__ ITUD 'D' 1.50 1.50 2.3 5 1.00 -1.40 40.05 -53.63 A'I7tBvmm,L '8a 1.33 3.50 4.7 4 1.00 -1.10 40.05 -43.45 H.A. 'A' 3.25 4.42 14.4 4 0.97 -1.07 39.11 -42.50 CASA 'C 1.83 3.14 5.7 4 1.00 -1.10 40.05 -43.45 YMMD 'Bi 1.33 2.50 3.3 4 1.00 -1.10 40.05 -43.45 CABS' FB' 2.50 4.50 11.3 4 0.99 -1.09 39.74 -43.14 B.CGOR 'B' 3.00 6.50 19.5 4 0.95 -1.05 39.31 -41.71 Xboo:CoM. a Clad. Table 6-3 Case 1 0.85 Qhax:.00256*9^2*Rhcc*Xht*nd 33.94 psf • e ••ee •ecce• IF •ee•e• •• • eee•e• • •e•• • •• •••e• eee•e• •ee• •ee•• •• •• •• • •ee••• • 0 000 •e•ee• • • • •see•• lorida Building Coco Online 1 :1/www "Wpr/ r app Od.aspx?pwu-w(iEVX... b ' i0rtds3 Dvw- n r 1 SC.f.MM" Login U&m'Ramon Hot T"ft Sit ft dww St"a ft" MIMUM Mc St f scis SRe"" U t5 Sendt Bus'nes Proessi nal lausm. Regulation 4 Fl* FL821-R3 „" Application Type Revision • Code Version 2010 Application Status Approved Comments Archived Product Manufacturer USP Structural Connectors,a MITek Company Address/Phone/Email 14305 Southam Drive Suite 200 Burnsville,MN 55306 (952)888-8602 j00111ns&rtU.Cotn Authorized Sire Nm Collins P.E. jcollins@ndi.corn Technical Representative Tadd Grevious,PE AddreWPhone/Emall 14305 Sout hiss Drive Burnsville,MN 55306 (952)898-8651 tgreviousftbreltarl.com Quality Assurance Representative Chad Becker Ad Phone/Emall 703 Rogers Drive MOntgomery,MH 56069 •••• (507)3647333 • • ••••• •••••• cbeClcerAmti.com • • • • •••••• •• • •••••• category Strtxtur l Components •••i•• • • • Subcategory Wood CAnnectors •••• •• • • • ••••• •• ••• ••••• Compliance Method Evaluation Report from a Product Evalustt lWty •••• ••••• • Evaluation Entity ICC Evaluation Service,Ui• i i • • .0 Quality Assurance Entity PFS Corporation • • :000:0 :*009: Quality Assurance Contract ExplrWon Date 12/31/2015 i ••• i••••i Validated By Terrence E.Write P.E •• • • ••• • • Validation Checklist-Hardoopy Reeved Certlticate of Induce F1621 R3 COL=1n 1 4i iS$� Referenced Standard and Year(of Standard) fitillikillm xw AMPA National Design Specificatimt 2005 ASTM 01761 2000 ASTM D7147 2005 Equivalence of Product Standards Certified By Of 1/29/2015 8:23 AM L ,lorida NIdinE Cab Online bitps://www.floridoWdin&otgtpr/pr_app Aaspx?panmn-w GEVX... s 3 id3 Departmmf !oS Home rags► USW Reston Hot T"ft $dX t Suds Sri&Fart RUMMM FWftff WM Ste MV U is Sam Busnese ��) a� a Proess� nalQo== Regulation Mm>ftedt&or AwkatbnAwkaWn >aaCMM FL# FL820-R1 a Application Type Revision Code Version► 2004 Application Status Approved Comments Archived Product Manufacturer USP Structural Connectors,a MITek Company Address/Phone/Emall 14305 Southcross Drive Suite 200 Burnsville,MN 55306 (952)898-8602 winsorml.com Authorized Signature Xm Collin P.E. JeollinsOrrdi.com Technical Representative Robert Lutz,P.E. AddreWPhone/Emall 11910 62nd Street North Largo,Fl 33773 (800)4434442 rlutzOuspconnectom om Quality Assurance Representative Addrem/Phone/Email category structural components • • •••• •••.•• Subcategory Wood Connectors Anchors •• • �• �•� •� •••••• •• • •••••• • COmplianae Method Evaluation Report from a Product EvaluaM Sntlty •• • i•••• •••• • •• ••••• Evaluation Entity National Evaluation Sgrvlce,Irrc • • •••••• •••• ••••• Quality Assureance Entity PFS Corporation •• •• •• i •••••• Quality Assurance Contract&oration Date Validated By • • • • Demkbyidn • • • • ••.••• Validation Checidist-Hardcopy Red1k a% i••••i Certificate of Ind •• • Referenced Standard and Year(of Standard) YBfiR ASTM 01761 1995 ASTM D1761 1995 Equivalence of Product standards Certified By Sections from the Code 1715.1 2314.4.4 of5 1/29/2015 8:19 AM Florida Btal ft Code( dIm bdp://www.lioridWxdldiMorg/pr/pr W A updoa rGEVX QwtDgffflCwallRlalp3bgh... . . ... . . . ... .. .. . . . .. .. • • . . . . . . . . . Fdda Depar itert^ BCP Home Log in User Reawawn Not Topics Submt Surge Stats&facts ins Fw staff WE She Map Uft Search Bu ines .. . . . .. ... .. P ofess i a l Product Approval •. :•: :.• :• •. �. ; tee:P user .. . . . -.0 Regulation ® p, Dduct&=vat Menu>Protect or ftn Search>A{ n lit>Appkation Dotes FL# FL822-R3 Application Type Revision Cale version 2010 Application Status Approved Comments Archived I Product Manufacturer USP Structural Connectors,a MITek Company Address/Phone/Email 14305 Southcross Give Suite 200 Burnsville, MN 55306 (9S2) 898-8602 jczllilnsOmil.00m Authorized Signature Jim Collins P.E. jcollinsOmii.com Technical Representative Todd Grevious, PE Address/Phone/Emall 14305 Southaoss Drive Burnsville, MN 55306 , (952) 898-8651 tgrevious0gilxaltar1.com �nfA IInniu►140.1A AIA Florida Building Code Onlioc ://www.floric uild*oxglpripr agP_dd.aVX?p ram vGEEVXQwtDquflCwaMPip3b ... . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... Quality Assurance Representative Chad Becker Address/Phone/Email 703 Roger, E11" . '�: :. MontgomeCy�.M$6069 (507) 364-7333' "' ' "' ' cbeckerOmil.com .. . . . •• •.• •• 0 000 00 Category Structural Com�o�iefit>� : :'• .. . . • • • 000 •• Subcategory Wood Connectors Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2015 Validated By Terrence E. Wolfe P.E Validation Checklist- Hardcopy Received Certificate of Independence FLB22 R3 COI ICC Independence.cert.odf I Referenced Standard and Year(of Standards AF&PA Nat'l Design Specification 2005 ASTM D1761 2000 ASTM D7147 2005 Equivalence of Product Standards Cert{fled By Sections from the Code r of A I n9r l S R:18 AM MP—18 gauge.Field adjustable from 0•to 135•. A3—18 gauge.Eliminate toenalling and increases strength. Load direct ion AC — 18 gauge. Features staggered nail patterns which reduces wood splitting and allows installation on both sides of the ¢ nt$ supported umber. - JA-14or 16h gauge.Heavier capacity framing angle for joist support. t ` Materials: See dart Finish: G90 galvanizing;AC7-GC,AC9-GC,MP7-GC,& AVAILABLE IN Typical MP e MP9-GC—Gold Coat installation Options: MP3,MP5,MP7,MP9,A3,AC5,AC7, AC9,&JAI are available Triple Zinc.To order,add TZ to stock ICOAT 1 number,as in MP5-TZ. 8 MP5&MP7 are available in Stainless Steel.To W order,add S S ber,as in MP7-SS. Codes: ESR ,3455, L82 FLS22, L13285, L.A.City R 4 l Installation: •Use all speed fasteners.See Product Notes,page 11. •MP Framing Angles are fabricated at 1000 and may be fled adjusted by hand from 0°to 135°.Bend angle only once. Typical MP Rafter Support Installation Z••'. Fi FI s F2 2 y4' 2 y4. F3r7 F �'•.; • • ••• •• �• 3 F3 • Typical JAI Typical JA7 Typical AC ...MP .. • installation installation installation '....' : '..� ..�..� ...... .... ..... VA W2 .. .. .. . ...... I • • L JA3 AC A3 continued on next page 1-800-328-3934 •www.USPconnectors.com �; a71et Ats�ads tw sod 1io0iuP W-L/SP Code lift A231QA1. F; 480 50 8M 500 30D 445 405 496 14 A3 c9117:13Ot 10 1.7!15 'ti M 234 4 '6 1x1-12 4 Wfix1-U2 F2 45D 50 66D M 300 40 40 WS F14. spo I F3 210 W 280 336 938 95 IM 216 M we LM 'e 2PV4 2.104 308 3 'md 3 10d M 30D 3M 43D 406 30 37D 470 we M SIX 2-19 4$8 4 IM 4 Wd po 465 625 90 730 M 400 4M 8M 14. �! am is ZV4 2.114 5716 6 IN 6 1Ad F1 570 886 Tib W 40 SOB W 786 F* 6 A GC. ."Mm mom — 2104 2104 6 8 6 P! 886 786 806 us l9M 678 736 010 • Ft W 300 478 M 280 336 336 486 3 IN 3 lad 73 31D 380 425 6M0 280 336 3AB 488 ACA LSO Is 1.5118 23b 478 F3 166 180 I I5 280 iM 116 1'18 'ND R alb 4M 476 8D1 326 = m m • 3 led 3 48d F2 300 40D 478 841 326 315 410 0 FS 178 206 270 1 280 116 130 116 15 F1 460 aID !iM 728 300 445 406 820 4 'od 4 IN F2 4M 82#1 586 728 380 1 445 466 1 820 ACT L70 10 UM 23b O15f18 F3 M 200 2M 336 136 I IN 170 215 F1 W M 886 770 436 SOD SM 86 4 id 4 IN F2 610 886 835 M 435 SOD M 7m F314. 296 270 285 378 '160 178 IM = F14F4 480 62D S88 726 380 40 485 82D b 4 NWM 4 NWW M 480 1 M 1 506 72B 3M 445 415 820 SO Af+7GC -- Is 2347 6fV16 FS 210 M 1 2W 356 1;16 10 170 216 F1 1s 585 I 886 770 435 W SM 616 4 NWA C 4 NWOW PZ 610 696 888 M 435 MD 60 700 F3 218 270 a 0 M 176 IDD 243 F1 I S86 8M 70 806 485 580 805 776 8 Nd 6 IN F2 SM 806 488 680 806 776 ACO t8D 18 14M 2313 6.7m � 2M 300 376 40 170 1Ni 200 270 P1 896 7� 7M 'bis W 880 87D 8 1Hd 6 18d F2 886 7JO 786 OW 816 878 I 88D 1 778 F3 1 20 36 370 4m 1B0 20 21D I 306 P1 f as 286 286 J AN 16 $-a vu144 -$.,1' .1^ 2 1Ddx410 -- -- 316 -- -- -- i85 61D #0 5aD 50D .: - 14 242' 20 8 +P 165 4 lotion — M6 FS I 1W as X76 m .:w,• ,. . . FM > _ 40 � :: Ae 0000 7°! 10M 1140 1?80 1086 ,.. 14 242 tom 7 �# # V 12 — — — �, •i 777777-7777 # SAD t:— • • mom X09 14 24� .. $: � : ,`'� '0�ipt14�2 �: • •••• • QAIont6191o93i1aeahealilaaax1ed80l6farpM6RdeelensiCtoEd6aoN91mrs11e66B0eliged _ — �• 000000 •000 ••t• 3)taedaewehawlPeleg0le►ledmllltbbdetmetheoadmdredDnaf�0a0or► • • • • • •• •• •• • 0000 MW10S 0000•• • • NewPra1r18anodadedPNadxdiOoaareBOne�d�igrdeditredfw6. • • • • • • • 0000 0000•• • • • 0000 •• • • ••• • 1.800-328-5934 •www.LJSPconnectors.com U8P2241-131 Materials: See dart Finish: G90 galvanizing Options: MSTA9,MSTA12,MSTA15,MSTA18,MSTA21,MSTA24, MSTA30,&MSTA36 are available in True Zinc.To order,add TZ to stock number,as In MSTA9-TZ. ` f LSTA36,MSTA12,MSTA18,MSTA24&MSTA36 are available In Stainless Steel.To order,add SS to stock number,as In MSTA36-SS. KST227,KST237,KST248,&KS7260 are available In Hot-dip galvanized.lo ardor,add 14UG to the stock number,as in KST227-HDG. Codes: ESR-3455, L822,FL817,FL13825, t3Wliact strap L.A.City RR 2574b pages83-tr84TM - Installation: d •Use all specified fasteners.See Product Notes,page 11. Typical LSTANSTA -Designer may specify alternate nailing schedules. Refer to Nail Specification table on [-Joist on Ridge Beam • page 15 for nail shear values.Load values shall not exceed published allowable loads. installation The quantity of nab installed shelf be equally distributed to both ends of the strap. •The quantity of nails Installed shell be equally distributed to both ends of the strap. Fa96eltla A Tuan USP S6ae1 Tads. fft r>I ISP .:-wilf Qode } s +: Wri 18 !B RB . WIN LBW 20 laN 8 8 IN 7W WA7-1 1`v4 12 io Typical LSTI 1441 Is 12 IN I y4I is 14 open web truss I L" 2D 11-1141 21 AD installation 1•v4 a 1�s Am" � t IM 1 FA tt :r Re Um •••••• •••• i ••••i• M 1414V49 14 14 M1398 •••i•• • • • Is I an is is IN I •••• • MMM 10 1 144 IN I lam i0k •••••• �•• •• • MWO MEN 10 1.1f4 40 322 IN 1 2X5 2M p9 •••••• •••• •••• • • • • • t4, •• •• •• • •••• Rg HIP3HHnWZ 18 3 T 2D 20 lNxi-101 •gyp i•' • • • M1R= lYWM Is 3 aV4 38 IN I M • • i•••i• •••• • • • • tiISM AI5= Is 3 4CHN 92 N 4W � •••• i • ••• i ,I •• • • • tiB •• • MMW IY WW 16 3 S2 V4 70 52 1 IN 4M 41I11 PIZ Af�'7A8 14 3 8H9f4 lq, WM 13Ato�aetlafoedat�ebenU�a�od849616rNbda'8etarlaloao$roAsp�' bePem�ad 3}Tall ranbWdnd endbrbdthdwbftdm 4MWM 1QUn brdAsf11bbe&WAeftom oullni Ploddmayhwe aMdtlafainalhftrd `,'bmdPb1heda wAft1aWdP*dA G)ftL tCobm1Hdd*wnianWin sbaWfwlWrdsWbfo 'caonnjnkW 81NA3& Ana continued on next page 1440-328-5934•www.USPeonnectors.com USP2241-131 The NUS,JUS&MUS hanger series offers double shear nailing.USP's dimple allows for 300.to 45• nailing through the joist into the header resulting In higher loads and less nailing. Slant nailing also eliminates the need for shorter joist nails in 2x applications. Matmiats: JUS-18a g uge;MUS-18 gauge;HUS-14 or 16 gauge Finish: G90 galvanizing;JUS24-GC,JUS26-GC,JUS28-GC JUS210-GC, p' { JUS26-213C,&JUS210-2GC—Gold Cwt Options: HUS26,HUS28,HUS210, HUS28-21F, HUS210-21F,JUS24,JUS26, � JUS24-2,JUS26-2,JUS28,JUS28-2,JUS210,JUS36,JUS210-2, Typical JUS46 JUS",JUS46,JUS48,JUS410,JUS28-3,&JUS210-3 are available Installation In Triple Zinc.To order,add TZ to stock number,as in JUS24 TZ. e HUS212-2,JUS24,JUS26,JUS26-2,JUS28,JUS210,JUS28-2, JUS210-2,&JUS210-3 are available in Stainless Steel.To order,add SS to stock number,as in JUS26-SS. See HUS Specialty O lions Chad.-- Codes: ESR-3445,ER-0201 FL 55143,FL821 .A.City RR 25843 a Dimple Installation: slim"3o° a` •Use all specified fasteners.See Product Notes,page 11. o45 � • Joist nails must be driven at a 300 to 45• angle through the joist or truss into the header to achieve listed loads.Standard length double shear"nails must be used 4W'/j' to achieve listed load values. •JUS&MUS- 16d sinkers(9 gauge x 31/4-)may be used where 10d commons are JU828 specilled with no load reduction. } MUS HUS28-2 4 AVAILABLE IN ~: Double shear nag design Uses stwndard features fewer nags and length nada fasterinstallation C o AT •• • ' "'°�, •• 0000•• HUS Specialty Options Chart—refer "0900:00' •• 0 ••••0• to Specialty Options pages 208-209 7"RM 9!(1846 6 i••6•i for additional details. IgOOO 1 Hon :0• 0. 6 • 0000 • 06 6••6• • • I+blaraietni• 6� •66 .6 00004 + sA ss0ian2•N4 •• • 00.600 A • 000000 ! %-0060.• sag 6MD Mier?art " 0 i••••i Addf q4 6.6 6 0 IDPO"9 III} . Typical HUW IOIF inw t®d flanges Installation 1-800-328-5934•wwrwUSPconnectorscom FACE iUNT HANGER ECHAPTS Ott itandalr hW MUM iftftet5P $tee! t44xr tido} Cede 1p N0 A SO IWA I 12611 SM PA A24 1JJ24 2D 1418 1 9 1-112 16448 4 10d 2 469 826 616 245 5 20 14m f 3 1.112 16H8 4 fed 2 10dx i•112 595 828 880 245 Fi,R5 7z __ 18 1,4!16 3418 1-112 -- 4 tOd1DG 2 10dxt-1021DG 466 835 580 200 2t.F32 18 14M 3118 1.112 — 4 16d1DG 2 10dx1.1021DG 1-60 615 815 280 2x4 Jus24 101624 18 144116 3118 1«314 t 1 4 1 IN 2 1 tad 865 750 820 510 S Ma-cc — 18 1" 3118 1.3F4 f 4 MOW 2 1 N10Ctic 666 750 820 510 F14 RS li" UN 18 14X1 31/4 1 2 I,N% 4 10d 2 1 10dx1-112 466 535 5A0 360 S F10, IS 14e18 3104 1 2 I%W 4 10 2 10dz 1-402 560 8i 880 380 R5 H028 WX 1 14 14"1 3102 1 2 1.118 4 ied 2 Vdx 1-112 50 W 705 280 A28 un i 141-981 43# 1- 6 10d 4 18dx 1.102 685 785 865 486 4 i MIS I fSt I IV um 6 18d 4 IIx i-112 816 0i '= 486 FAQ,R6 A2F_1Z uxm 1s 147118 1 4112 1 Mt 6 INNN 4 t8dx i MMM 800 8i 7i 21,F32 14X1 4102 1. 2 .-- d 4 'Nidx t-101M 830 060 f0i 730 J --._—_—._L-_.__ _— -- — — _ _ AM um i 14X1 4 !-ffit i 4 IN 4 lot 650 875 SW 1115 i 413416 ! 4 79 0044. 4 N � 815 m 1496 2x6 K= i 146{8 it8 2 1 6 id 8 1285 1415 8i 21 F32 84m La i 14XD 8.108 2 8 4 idx t- 8i 800 876 726 5 Fm >8 14X16 6118 2 1;1118 8 4 tOdx t-912 OON 101 725 R5 Num NU= 18 433 fg7V 3 2 14 id 6 1d 136 3000 3286 U S 8'F/8 R5 1128 Ka 14 1"1 3412 1 a 11 a Ift a qdx f-ta 885 660 7W 90D tmi Hm 14 & 2 1-1m a 4 idx 1-.112 1130 1296 4416 130 103% as ta26 26 1&18 4389 1411$ Im 8 iOd 4 10dx 1-102 6i 786 us R5 20 14M 4;X4 1`112 1&% 6 1 IN 4 tddxt-102 815 8D I=AZ@8~TZ 18 14X18 4102 1.112 — 8 tOdtDG 4 iddxt-112485 1DG 696 800 WO 7i 21,F32 is 14X18 4.19 1402 — 6 1 16dtDO 4 10dxi-112MG 830 960 = 730 A.i Una 20 1-WS 8318 t fC7 18H8 i wd 8 idx 1-19 1140 in 4296 56 2D 14X18 I 633 1.112 1811 10 18d 8 Six 1-102 1380 In ! 865 F30,RS A28IF-7Z —_ 19 14816 696 tww — 8 f 1DG 4 10dz1-IMHDG 730 21. t8 1418 8118 1.112 - 8 i8d9DG 4 lMx 1-1121DG tics US 1218 1 730 F32 Alai LUST i 1 HIS 443114 1.314 1 4 10d 4 IN i0 915 Im I 1115 5, -- 0 149118 412% 1.4F1 1 4 NIOCGC 4 14100{70 860 875 1080 1 1116 2x8 USX a I" M 1314 1 6 1/6d 4 vd 1015 1296 IMJ_ R5ti 13116 8418 1,414 1 6 NIW W 4 NSC.W 1238 131 i 73 MUM muss 18 14X16 6-we 2 f 8 10d 6 tad iX5 1415 ism 21, b818i N= 18 14$118 7-111 2 t 8 1od 8 W 1710 1910 2140 1230 F32 Sm i 1" : 5S118 2 1 6 ted 4 i0dx 1-102 on 600 870 7i S. If 4.8/18 6.118 2 14" 6 18d 4 Vdx t-412 830 ow = 7i stm __ i 14818 60 2 1-W 6 IN 6 Wdxt-112 'N 110 so 2 >s 1" 60 2 i4M 8020 8 100x1912 1D5 $270 1389 6Be 181828 111081 i 141 67118 3 2 t4 id 6 16d 2636 3W X96 10 • •••• • 494181 411081 Ise 13+8 7;X1 3 2 71 'lid 8 I 18d Si0 1D2B 71101 14 14X(8 5.114 2 1.119 8 18d 4 iadz 1-102 I= =5 W 740 • 7D21O 180210 1/i 7.� 2 1-191 12 16d 4 idx i-112 in dub • 7i • i ••••i• A i 411029 . : -... $ Dd4t W 1140 885 +A • • _4861'1.104 t86D.Aw •••••• [2 - • • i A 4` T 919G` 1106 1216 t • 21 am ••�••• Lt021Q 20 14X °tk .1.10$ = .. `108 B i9k>' 116 136 • ••••• ASR ug2w 111449M 1215 ME 4m,.*In •• LuBm It IN F37 ••••i• 2x1 i 4 121 131 4116 ••••• • • 1011- 1296 1116 •••••• -16d 4 10d 1306 1600 4860 •tits • •• • • 1. 4 1305 1-- ••• i i 3 1 8 id 1710 1910 21x6 1230 21 F32 __ i. 6 Six$412 130 >Oi 1180 so � id 8 x 1• 1406 1276 1360 J3� t 6 idat 6 1160 1335 ti0 tai R5 14m6 2.` i 1 =0 =5 1726 up 3' 8 3878 4345 431 2io k F15. tit i a 38 i of 6310 81aD SBi 316 1D mm 1 i` 4 181 21 Fi R5 114 bxfthebe�in�med8096larvAdgrse emedxroa8�er a eeee�ed 23t1tal�ea9ambednieataba66a t•11rfaridaadN/OCdiCea8a:1-83"Bor96dapdNl6GttCae�. S%ditieis(ata6dkLx3.IW dmwbewWA0.84af6mteEbkmdv#maJed aa® wIli I x 4)FmA18endKObenne Mbmu tbe*b=ala3o•b4r&vbnwagABeloikor/ra�tmo6lebeadertoaoMaveOiemhleba� b1M1831A�aodBereeeaeil-1/4"x3•loao�areh•Tudadr�tBlQlaaepata. 6)WA&%dx1.11rae9eaeea14rdLx1-llrto LSdmdXW., HWr4har#&WdLxTb t4eaarodxdanaadNadeaxbot are isredtaat. ' 1-800 328-5934•mmUSPconnectoa s com 9ondn9441d on next page Connects permanent wood foundation studs to rim joist to resist lateral loads produced from ground pressure.The high load values and positive placement nail gun installation make I a2n the PWFS24 practical for manufactured homes as well as site built homes. i Materials: 20 gauge d � r Finish: 990 galvanizing Installation: "# j -Use all specified fasteners.See Product Notes,page 11. -Center strap on top plate over the stud. - -Attach center rail and bend inside end of strap downward. ! $ •install Waits on inside of wall. 24" - Install floor system or place manufactured home on i foundation. Typical PWFS24 - Form outside end of strap up the outside of installation r� rim and install nails. M #AP east cru rsp R1R w 1. .. PAM PAM ao 1 1 ati ee Iiso 4 ammm �o PWFS24 Twist straps tie framing umbers to resist tension forces. LFTA6—16 gauge. LTW—18 gauge,light-capacity. MTW—16 gauge,medium-capacity. KTS—16 gauge,medium-capacity with angled twist. HTW—14 gauge,heavy-capacity. Materials: See chart • ••' •••••• Finish: G90 galvanizing • t • Options: LFTA6,HTW20,MTW12,MTW16,MTW20&MTW30 are •••••• '; '�'¢ ••••:• available In Triple Zinc.To order,add TZ to stock nuns 000%4,• • • eo • as in MTW92-TZ. TypLcA l!*FTA6*.krepg* to toll... LT1N12,L'NW8&nfriVv2o are available In Stainless Steel. • To order,ads S stock number,as In LTWI8-SS. ..11 Vp ins�lplon ..:. Codes: ESR-3455 L820 .A.City RR 26745 ••'••' '•.• •••• Installation: - Use all specified fasteners.See Product Notes,page 11. ' ' :...:. •••• - Consult I-Joist manufacturer for web sttlfener ; .'. :.•. requirements,and uplift limitations on joist and application. •• ' ;'; • E r UPW g 31g. 191/$. rflowstrapsoall adhotes a- ��t4$tt r91tp1St FZ ?' 2114" Typical LFTA6 stud-to-topl LFTA6 plate installation Typical LFTA6 stud-to-rim joist installation continued on next page 1-800-328-5434 -www.USPconnectors.com FM USM41-139 Fq�l number ofspecfiied #, " 4't= St eBCh end � Typical l TW12/MTW12 Typical LTW12 I MTW12 Typical MTW20 Truss-to-top plate Stud-to-rim joist i-Joist Rafter installation ` installation installation WUW so* ftd -Haw-amW PA VW12 LTSM 18 1-14 12 412 411 12 IRLx 1n 778 am � r � 12 �ex1-in TA i OMMeN 1.14 16 8+Y2 111 718 5� Wi j t • 12 �d L'MI� Lim is 1.14 � 7-12 7-110 � a�'S 718 M � CfZ um LM 16 1.14 M SM2 &Y812 IWXMA 778 66D y i 16a^ ,�7 Y4" LTW181MTW18 LTW12/MTW12 other models similar > 2 *14, tt 412 #w 'UsLLLIL 141 ' i•�64 'ffi a► 1 i2B "921 ti9 �. . 2p a' iB 4 4' 7r,w 1188 to tulit Js 2 4 Sat $14 � LUJL L FS W, ' 441{ 'U 4TU8 j A2tli05C4M4 ;. ► 9998 �� , i ••• sole •••• • 11 AW Is1�6 •••�•• +,• • 9999•• 9999•• `'� • • So" 91153 "1�3 ••• id" • i•••• Typical MTW, 18 1�4 937!16108 M" 11aB 1i�it installation 9000• 14T40,09 ••09• •9909• • •• ••0•• WM WON 14 1.14 16 5.16 8.18 16 � 1�D I0 14W • • • • • • HrM Mtn 14 1"84 20 x18 Me N8D In M LLUL 0• • • • 0 *00000 HrM 14 1-'1{4 X 9-018 >31$ � ��� 168D 9286 i •0• 0�•• i••••i HIM MM 14 1-0 a 1"14 11.19 24 ��� MD T�8 • • i HrAw K= 14 144 30 7 11:1b424 Mx*12 1a50 V 1 IN tBM FR890G 14 1-14 30 SIN 1&•118 � 10dx412 = w 111oac4i a ro�1er61a�A1184eoonri'YaRt ,i WJ1LLL.LLu1`�llt U.U_1111111lotIn11111liltInit Mill tunu18111t1111 -I L2 3)ladalriaer1�611;�LI18811>!�/Bd�'�1Cp1�R1�81AlDFIg1�ILlal'dl IiLlu i 111111111111 11 lilt11Rltiunn lu llt 11W11111111 uinin1.111911U1nr1 lilt � B9BB98811E♦IbB11691bt1Ad9{NIB/ygleB1l16fIddQ6Qgt1BLa0t f' L2 aCMBtA101tOdB1111✓lillA►e99In IoB11e11W8941#1 MUC Pilo �y4" 111111 lilt Iu11111111111 lilt lHIM 1111tH l"Hull1uu1 111x11 xx1 'L1UL 11 11IIu111xt1i,1"1 111 U lilu11utu11M ll' bCilBdfIOBBEl10ftb8QMULA�1LSIA1dFl10fid41; 111,60IR$1�IOWd kp{� 1n8 u u 11 lt.11118111 It 11 It 11111 H ill111tu 11811 Ilt 71ti1lt 1i 11111111111xxllt ilxllltlllu l:NLt 11 1111 uJ11 •`•� 81811 9;= it8 flu 111x1181111111111111 fluffaill tin it llll111111111 it 1111111uxI11 i1111ntxiii Newtprl>iledp-- Med(nfad 1a L MTVV30/ HTVV30 MTVV30C 1-800.328-5934 •www.USPconnectors.com Vs- • y~�1 ice.-0000. The DTC series attaches trusses to concrete or masonry waifs.Innovative seat design gives added lateral resistance while still providing a moisture barrier. a Materials: 16 gauge s Finish: lvanizin Codes- Dade County,FL 11.OM.07, � ..�,i H FL578 Installation: d= . •Use all specified fasteners.See Product Notes,page 11. k - •Embed 4"into concrete tie beam or masonry bond beam. I •installations should be spaced no closer together ' than 8"center--to-center. T � ypical DTC = • installation DTC t i IetstLss# �r 904W CFAJW(Wlos� up Tawnd AM corse ttTAl.12; Q1tr ifM14 18 18 4 10dx4 8 rddxl V W 12D5 =D I= 84D YID f= MISno 1)A�ableloedsh6�bwenb�edBmD6fpra�landedadCbe�6 roAw8larY�aa9edle9 bepa1t818d �t8atam�aao®eonahe9 be2btlOpeiagaelerrt2$dara *ABaw*elombfambeaN45me flaw hftdwmna cfft,, Ing %w4 wW*crWdWdpwdiattKamldtona>adei9 1 inwditL The RUSC Retro Uplift Strap Connector provides a wood-to-wood uplift connection attaching trusses with a 2 x 4 bottom chord to a double stud In the wall below. W83 Wood Screws are utilized for fast Installation. The ' ••� +•• • connector can be Installed after roof sheathing has been Installed. •' '_ • ••• • 6060: .. • 6006•• Materials: 10 gauge •••i•• • • • Finish: USP primer '•66" Codes: FL6223 6••••�! i X6.6 6.66• Installation: .•�.•� f;:.a ••6.6• ••66• •Use all specified fasteners.See Product Notes,page 11. •• •• J" •• • •••• • .6...?ypicai RUSC • Install on minimum 2 ply with equal wall studs centered directly below. • :Installation ••••�• 6666•• •Works with 2 x 4 bottom chord member and 2 x 4 wall studs. • • • • • Le • • 6666•• 3 i'2"1: 6666 • Ilk$ 1Eip1 et 8! V11ar YYB3 v1B3 si?8 22 3/4" 1)A1aaehMilos =fbra;*dlAWdad= tl ioe�t be��ir�aead tor+MMcraeWrl¢roe�ro er6�oreaeeOdboo dbd 8)Gedpnermats6dapoetbwetatpgiahed Ooedladt�ea msmm®i �F radrdlelsAar—o-q stw0 ge0V eRLMdulbal '8 HnVftWhart*&un2W axra�sYd�drnert Qlnk eptlesOdkw1dmW1= htebatesaur1 3 V8° 3 RUSC 1-800-328-5934 •www.USPeonnectors.com USP2241-131 POST ANCHORS PA. • Frost Anchors are used to secure wood posts to concrete footings. These post anchors also provide moisture damage protection and feature a 1"stand-off plate to elevate wood posts above concrete surfaces. PA(E)—24ded post angors with high uplift and bearing capacity. { PA—High capacity utilizing 4-sided design. PAU—Higher uplift resistance and optional bolt fastening to post. s Materials: See chart Finish: G90 galvanizing,PA E-GC models-Gold Coat Typical PA44E Options: PA44,PA46,PA66,PA66R,PA44E,PA46E,PA66E,PAU44,PAU46, Installation PAU66&PAU88 are available In Triple Zinc.To order,add 7Z to stock number,as in PA44-TZ. 3 PAU44,PAU46,PAU66&PAU88 are available in Stainless Steel a To order, Mnumber,as in PAU44-88. AVAILABLE IN Codes: ESR-3449 FL82 L.A.City RR w lr stn talon: C 0 AT � •Use all specified fasteners.Install with supplied washer.See Product Notes,page 11. [ _ •Anchor bolts and nails are not furnished. wPA U cross-section • Anchor trait installation position specified g/8" diarru3ter ancihor bolt at desired locution with minimum 4"embedment into 2000 psi concrete.A minimum 2" edge distance is required to achieve allowable loads. 4 • For hardened concrete or retrofit insUdIadons—use$/8"diameter threaded rod with epoxy adhesive, follow installation instructions. H r The acdws svedfy Mat nen dway mobw w erb6ow In bmwh"or tins rnt be d by or. or me4a1 P 1-1bh1 above 1M 3j ®rade.8®C t481f.1e4;: 1 .2.7. The sondes,e r ilial s1lid"o &W be*WMNW= L 1ore"nob fi sand fsdtll�F etlhe end 1tM9'.3. .t PA tduBa �• tR4.J8P Ma Bob go* axe PA44 — i8l U RM 3118 312 1112 8 led - 6135 M •• •• 4x4 •••••• • •••••• PA4912 -- 18 12 4 31/1 4 1 in 12 f8d — -- 5136 -- • PAUi38 •••••• • • 4x8 PM - 18 12 3159 5.159 f 1/1 f4 UM — 05 _ •••••• 4x8 RXWhPA __ 18 10 4-0!18 3112 6 1 1/1 14 fed — 90 506 ._ �tti, •••••• i • •• ••:••• 8z8 PA88 — 18 12 NM 3112 5.15! 1 In 18 fed — 8160 478R13 •••••• ••••• 8x8 -- • • � . • PA88R -- 18 12 8 31/4 IMM 1 ZR 18 10 — .— OW 470PAW I •• •• • ••••�• 4k4 ASMI io 31a :801 ' 1 tit -- SM >)g0 -- i • • PAW= 1 -07 •••••• PAW A&W 4x8f8 12 $11'1: 8�f f- — 13815 0 — 130MEN i ••• t�a n i••••i $x8 14 12 MOO 3-.0 *10 f 58 — 18006 1080 _ F16,111 � • ex-6 P Td A8u1M 14 fa 8 M *iAt 1 a 1sa -_ __ 18008 X80 __ 130 Typi"I PA No I4x4 PAU44 ASU44 12 16 MM, 5.7118 3 1 1 54 1a 18d 2 112 8775 263620 instatiation 4x8 PAU46 AEm 10 12 3918 8 5 1 541 12 18d 2 U2 1 20 =6 11, � 8z8 PAU86 ABU68 10 12 5dR 8 S 1 518 12 16d a 112 I= =6 F15, 8x8 ABM 12 12 7-159 7-3" 7-f 2 �B 14 IN -- -- 24900 3185 -- R13 8x8 PAUSOt ASM 12 12 8.1118 84 7.1 2 541 14 f6d — -- 2000 3186 1)(W WdB tmdoe bM daraased 8076 f or ssbod Or setsto loads;noAmerinemease ebe8 be pfd. ZMW=nd be1.518'1wf8dmbadNiW,M POW 3)A6bd18eb0n1sdGrG=Odgo dAgMAW. 4IA6tp W&Wambasedan0oemofAer abokndwAboB t bebkred 811A�18daadNlBC(iCnelsare0.182'de.x315rimoa. . ^�-��, Now psoa+asaoddedp lIn 1R,naredesOmMaredfant 1-80q-328-5934•www.USPconnectors.com PA I a� MIAM11[>I D `'� ,c r ►= o y DA COUNTY FLORIDA N. 4 o ,n ; a 'b'�DU CONTROL SECTION DEPARTMENT OF REG ECO 11 �' 11 SW 26 StreetRoom 208 O i4 BOARD AND CODE AD DIMS o n •p ,q 86)315— 590 F(786)315-2599 A •g N' iamidade.gpv/ec*nomv 1070 Technology A vr:� U a -2 -5 ,-, P North Venice FL 342 75 a SCOPE: J v E 1 This NOA is being i ued under the a lle_� Yeatosoatci�iig use of construction materials. The documentation submitt h Ape Ov � e c as cept d b Ildiami-�TJade County RER Product Control Sectio LAmbtusmIlMhll�i_DAde County an-d..other ,tixhersalla�ved by the Authority a 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 falls to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"P 701 20/82011 Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MDl-720-820, titled "Series Fixed Window Installation Guidelines",sheets 01 through 10 of 10,dated 07/14/03 with the latest revision dated 07/01/13,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P. E., bearing the Miami--Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATIN : rge d Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ft•ote, ...... model/scries,and following statement: "Miami-Dade County Product Control Appro ov,Artless ctthemilse •� noted herein. ...... .. .••••• REVISION of this NOA shall be considered after a renewal application has been fded'AflQ there has'been :•••• no change in the applicable building code negatively affecting the performance of this4f4Mst. :0. 0• • .... . .. ..... TERMINATION of this NOA will occur after the expiration date or if there has beep,S arlision os skim •• ••• in the materials,use,and/or manufacture of the product or process.Misuse of this NOA•as an encTorsement ••••;• of any product, for sales,advertising or any other purposes shall automatically terminate ft NOA.Failure '. to comply with any section of this NOA shall be cause for termination and removal of kOA.• • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade toWIX, Flori jla•And :1111: followed by the expiration date may be displayed in advertising literature. If any portion of the NAA:is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 13-0 02.03 „ Expiration Dat . bruary 19 Approval Date: u y18,2013 Page 1 M PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED a A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202--94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 20394 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-7212,dated 03/21/13,signed and sealed by Marlin D.Brinson,P.E. 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 20394 along with marked—up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.'s FTI x3835 and FTL-3850,dated 07/18 and 31/03,all signed and sealed by Joseph C. Chan,A.A. (Submitted under previous NOA No. 03-1105.01) *000 • :0::. ••••" • C. CALCULATIONS •• •` •••••• 1. Anchor verification calculations and structural analysis, com 1•t•••• �••••• y p ypzgwith RBC- 010, prepared by manufacture, dated 04/29/13, signed and sealed ti)C Axf hcny*-L filler, ••;••. P.E. ...... .... ..... 2. Glazing complies with ASTM E1300-09 •'•"• •••• ••••'• D. QUALITY ASSURANCE •••••• • 1. Miami--Dade Department of Regulatory and Economic Resources(R* ). •••••• .Jaime D.Casco ,P.E. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19,2019 Approval Date: July18,2013 E—I PGT Industries NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12111/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.T.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGIas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 3. TREMCO Part No.TR-14271B EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property-Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 1431b/in. F. STATEMENTS 1. Statement letter of conformance, complying with FEC2010, issued by manufacture, dated 04/29/13,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,issued by manufacture,dated 04/29/13, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. 4. Proposal issued by Product Control,dated 07126/12,signed by Jaime D.Gassonpr.E. 5. Laboratory compliance letter for Test Reports No.'s F1L-3835San4-F;TL-1850;dated" 07/18 and 31/03,all signed and sealed by Joseph C. Chan,P.E. •• • 0 00' • (Submitted under previous NOA No. 03-1105.01) :00:06 •• 0000:9••••• 0.0000 • • 0 .. 0000.. G. OTHERS0000000 '00 00 ••••• 1. Notice of Acceptance No. 11-1110.15,issued to POT Industries f oftir SaA8A"PW 000 701 Aluminum Fixed Window -- L.M.I. approved on 02102112 and expiring on 02/ 19/1.4. •00:0: 0 0 0 • 000000 • 000000 0 0 0 0 0 .. 0000 .0000. 0000 r Jaime D.Gascon, S. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19,2019 Approval Date: July18,2013 E-2 r I. IiENERAL NOTi S:BE(�E8 72CdBt0 OESMPRB8SMrWTETO urrar PATM . IA�ACT-RF.SG41'AWT Fd�DYpINDOW VARM RAYEDFORLARM&MIAJ. 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The docu mentai -mid-a *&+y-Miarut=Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High VC1221:11,Hurricane Zone. DESCRIPTION:Seri GT" lipped Extruded AIuminum Tube Mullion--L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR,titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10115113 by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. _ 0 0 0 0 MISSH.E IMPACT RATIN . arge a Small Missile Impact Resistant0000. . . 0 . . 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's nuvo9re logo;GO$State, 000„0 series,and following statement: "Miami-Dade County Product Control Approved"t Wks otherwise noted 0 0 s..... herein. 0 0 0 0 00 0 • 0 RENEWAL of this NOA shall be considered after a renewal application has been f3Wand there!dais been 0•:•'. •0000 •..0.• 0000. no change in the applicable building code negatively affecting the performance of th�s;Uc6t. .. 0 •••.•• TERMINATION of this NOA will occur after the expiration date or if there has been4bi eVision of change •� in the materials,use,and/or manufacture of the product or process.Misuse of this&01 A an e:*r,Wnent•••••• of any product,for sales,advertising or any other purposes shall automatically ten: WW$his NOA.Failure ..0... to comply with any section of this NOA shall be cause for termination and removal of NOA. .' :': ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0922.01 and consists of this page 1 and evidence pages L-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.13-0915.05 p >UNTY SC EzpiratIon Approval Date: October 31,2013 Page 1 a f r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10—0819.03) 2. Drawing No. 6300JR,titled"Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29!11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05111, all signed and sealed by Marlin D.Brinson,P.E. (Submitted under prevlous NOA No. 1(1-0819.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer,dated 09120/11,signed and sealed by AnIhony 1sM>1i1ler ..... P.E. • • • • (Submitted under previous NOA No. 11-0922.01) 0000 0.00 : •0.0:0 .. D. QUALITY ASSURANCE 000000 :00 00 0 0 1. Miami—Dade Department ofRegulatory and Economic ResourgigR). • 6 .. .. 0 000000 0000 • 0 • 0000 ..6 . ...... E. MATERIAL CERTIFICATIONS •6.6.6 •' . • • 1. None. • • 0*0000 0.00•• • 6 • • 6 • • 6 •0006• F. STATEMENTS 0 0•• 1. Statement letter of no financial interest, conformance and complying with the FBC 2010,dated 06106111,signed and sealed by Anthony Lynn Miller,P.E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab,Inc.,dated 05105111,signed and sealed by Marlin D.Brinson,P.E. (Subruitted under previous NDA No. 11-0922.01) Janne D.Gasco ,P.E. Product Control Section Supervisor NOA No.13-0815.05 Expiration Date: May 26,2016 Approval Date: October 31,2013 E-1 i 3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab,Inc.,dated 02/28/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted ul:der previous NOA No. 11-0922.01) 4. Proposal No. 10-1070-R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I.Chanda,P.E.,Product Control Examiner. (Subfnlited underpmious NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01,issued to PGT Industries, Inc. for their"PGT Series Aluminum Clipped Mullion--L.M.I.",approved on 12/08/11 and expiring on 05/26/16. . . .... ...... ...... .. . ...... .... . .. ..... ...... .... ..... .. .. .. . ...... . . . . ...... Jaime D.Gasc n,P.E. Product Control Section Supervisor NOA No.13-0815.05 Expiration Date: May 26,2016 Approval Date: October 31,2013 E-2 Y t $UiTAKE FOR ALL LOCATXNS REQUBtINO NON-RVV=ORIaROE/M 8�7W1. f RA1.IIWT� g MISSUMUPACT-RESISTANTPROOLCM 9)DETABBWWWNM@ TNEO WNQW.Y.N�E�IB IYN MENA TOANYA WR TFrE paq� FENEBTRATWN PRD�Cf N87AW7WN.NPXAL APPGWATXN8 ARE 8HOPRl.EACH81TUA7WNL8U8fYlEANDBHOUA BH �...j $ BOUTATED BYAN EXPERT NSTALLERFORTHE BEBTNSTALLAIM A RnMOPTWNAL IXOR2X WOODBMDOT ff USED. LTi MUST BE ANCHOM PROPERLYTO TRANSFER LOADS ANDARE TOSS OBSNPIEDROTHM MALTOE4 E� gg�� MX.TX6E MOAxmmaWWWALSIUALL yyy A2mrTOOK MALTOTXAmA8MA1Y.... 'II a S- MULLIONS /"-. aNpgTAAg I II OmBme 2)THE TYPE AND MMSEROVANCHORSIS CWTM'N.TOTNESTIBICTWW.PERR7RMMJCEOF THE WALEDWUM KILOS XSlNI00=NOTEe—...-II AV" • HAV&E881ITHBTBDAS'PRBB�WOAIDWANODOtMNMTOEE�@CILYATrADIffDTOR• OLE�B.BOTBHALI. 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CIRCLED VALUBB ANN U9W NTkMMWIPl80N8N6HT21. • m m666mAlodlW No rem a BwtTem •••• •• swwm Aet • • • • _ 1Ti� r aeaexeETase pORfMiMRAL 2lrerauAraN 6Mn000s 7,u1 77.7 • 2J UNFMINIEMOIATION 9E7W6E8846RLL�ItiTHEM ItaPB�Ci711N77%%ALLCWAELE •• • : •••• 7,tel '. 3)MM=AtOWAUN CUPS WWMAMWr TO SCALE.FDREx=a MNeMASM MOM Ieao ••iT6d� •• ��; ^-•` i.•� • • • • 77C6eaTO MWSUEMMAMMRA'M p00�1M8'7Wc7tIN9E 8FlDWNCN B♦&RTS ss� •• • • •=*r �• •`•i` P7fgAiE88FI0WEiNINEBTED.APP7ATE 77ptE LCCATfddB. • • • - '- ANt SCUPIUMMUBW@(PANS p"MM CtxVfNETE SOU tx7tiPOR16TCAq 8018PEt2RCAT10NS.Nd.LCLYANDt01011Ti4LED • • l0 •iAB: FKRWEAe Flame FXROREttoONpt@THN.OpLtNiITLOmtB&UdL 00NFg81 TOAST/dGffik &WJ.�PAEB&N6TREAT� •••• CF 1t/ TELLow: muwrcNANSGOFMAIAWK OKOL7.MON3.TOANDUAMMM or.Or • • • %a' ® YHICK • • • EAM•RNOAC0BEAT • LFAM.12rTHEXANDA6ALLNNNOMETALMALLEXTEIDATLEAUT3SCRMVYHROADSUGMny1y,7• ••• ��^A� qLAw �� Nws�tP FLP.Eli�.& • TABLE 4A TdBs MQ9E3 I40ND)01 oaQwrA kill rob 7e4 104 Sol. iW4 /Wblxznx1Lalmftbwft aro Ia9e Lo." 7m9 WON LmA• 'setma Imo L." wineL"ft wao tme ww a4b 17a6 � 1760 1M 1169 7w t70A W 900 e0 1709 d0 1799 aW 9a0 aN tmD 9fe 1709 tW fAD 00 i70D OM 1790 wed 170A W 19.7 tom 1740 � i01 IOA 170.9 oN a4 OeD 700 a"I M 170.6 610 IW.9 IN ROD w 090 •0 !AD m sm dW I76e m 1740 91 MA tW 940 dd0 wv tm M41 M WA w9 WA 1W =3 11417 060 00 mmm me /a 960 em 1f0A AN me oN 1100 IM M 867 900 M 1768 IN te9 IM 1709 1a w0A IM 999 Tdd MA fM 0181 M6 JIUS 100 969 MO WA I US MA M 044 170.0 707 90.0 N7 me on 1764 aM 1=1 tfol 019 m twa 110 1760 M =9 1100 =0 W7 ODD =11W M web 979 0401 M 867 1=On eM 7ao fuD 909 •1 e0b ma W fm m t•6 w6 =3 1N Out on 01A M Soul ON nut AN 9A 9N Ow TO 9A M "m M m M 11"1 m 811 M l"A M e1A 'so 7x1 116 g 9b M! 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IL *80mvw x4MOOM MBMCiWAF X-Som i7 X.490'am 168W7R%1 X9ECT00N 6 x00P � i � TABLE A AU � VekM Q6) F6t MIM w 7h8WTXxi Ul" 2.000' X4i MY= I . i 21�xN l ,7S a x� rxr X.rls ~ c O.w6 Amaulull 4 �� 4 D a740 Ab.M66106 r 7QC A 1.176 rx2 xxr ---�--y B x409 Akwfibw6 .878• 178'-�_�..8ae ADN. I '� .>g6•AM h- D 0.490 Too MIM06 6184 68TAGR BHMMT4 .8M•W L A 7.876 tYCtP &000 vxx78••X I r'--••'--� A I e08a�AWM. A t•---•------i ....__1 �.......__________-------i 77•AWLMCI61 C 4761 .378 W3.16A7.OM. D 7.718 T66e MUM= `- 8�WM e OBN7B7<b'AI1MImItIME M18TI.Q_+Y6ntlliTME B .486Mh t:EraenaParaamRt�I.Menrer7M TaISAU Mm- � q A a A 1.612 /•X17V X • +AfOMiT118 801XOMY.$60 71MMItUNOMAHMMMMETMR- M•. B 3A00 =7AWmM A FSammipmYMANOM08 ' � c a4M AIMIbge6 OIMiETER AVOW 176MHTIM.tR6'. ITS 77AL D --jar Tlbe MOM t Md1046646108 P•TPAtt• A x000 p8yp� rxarts x seoo• � .M6' p"o) MUM- Sm CUP OBMt W" A�� B 2.651 AV Abt► 'Oo�"fb•0 MPI. rxrX.tW(S) ee� s6t19M smium $NNW 66M7/M f 791 Qam• {---- ----- ----------- 88rmx rxrx.97rp) 688008 688114tH 68M116M $66244M OWN - _ • r Xx78'X.�Bm 88807 68M1&H 868117088 866298M B 1.78•X&t W' W4XP X.7e8'ftm • 71......... • 60e&TeA71xl rXx78•X.86D'p) 68806 GMIGM 68M771M 680246M SM14M 0• Tube MuP rX&t2Bxmup smu ef11486t 808/114M M womm D ~'.. ��?t? 3&••. ,� Ur X.2Wtf2J swu eBMtiri 8881118M BBBD6/M iMA A 1lnS ---_.778• t L eOe;LT6ALIX1. • •`' '�`�"�' •"' 7.�'Xxti•X.178'(16) SSSTD 7MA WA MIA 17Y • • Tibe _• . OFFSM MP mom I TOPNM OtOt MOFAWWRM018MUME STA78 VWMTtM7M87MOBOUND W.SIM-VASM1)tgLM8TOW01iGtMO @1177M FMlD PoI1.Otl1816 181otY7.RHSTRBOTWNB •• •i �.� 617 ROA M NM M666 MMMS.17FORMOMM06APPAt M78RM8LOCA=M86ANMIORM.OIII>NM •• • /5�_lQ�J 1 '�• WLLMTBkN82cROWRTeR.1fM'. 3)WMWt M2IFORGDMA.918fA"7MMET71008. •••••• A fl.FLP" .� .E.6 .. A •1 tmr)- y,.odor r 'j aw1 ,rr 4A00' AOOr .A 2 � 21 200D` A' .128• I •.Mr I I }_ 14S .148' .728• 081• MONO" UOLS 2x9AMY8dN Tx4•x.w rxrxsr 11 xa7r _ AOISMA LB8187N T l At m 90-som 8. 8088JBALt84. 80BaTeM.tRL 8. 114r _t>I�7TBROl8.8� L801 X.B�TI064 x4tHCT10n 763ECftd11 t�L �TALF.8N88T4 _ .978' cmmlw q�_ �_____--•I i 9901• 1 I 1{---.._.._.j 804. I I 111 1 I W 11RT10N &93878a77PORI I _ IMAMMMOA .128' ANMMHM 1 MA1t86Ai O/8TAN02 OW18fB! I 1 i I AMMM WMY eWa18AUA1. 1 ,, x4 'IbN 4x6ARBam 8mOPVM l G-9aT-•� zm60133-ner#lwaMWIMMMMIa17x6oA91moaaa6>�m e� ,OPv�Y 7pItOM7t93W&BPDBWAmNRY.8E8 el4�reanlmetl•x,awRaa *M=&VmnmA ac. 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LIMT(MAOBIOFWDTHEANMMTVMAH2DROUANTDNEMM YNMCLIPTFYMOONGMSMBLRAT&WTID MMPLE.AM MUM POt11ffi0 i I WNSRETBIIBADIN AND BILL ARE rWM&B'TLR—mN"INEWTORE THE FASIVIERSIUMBOISTANM igAyp USING WSMVANCHORBATAM N UMA MCF2•t2OWMAANCHMOAPAOROPIOLSV*MISMAnKND 8TLERIOREaBTWWfYPoWYdBMBa dt SHEM24 61=3 low aPNMeo WCIVMETIM WARN:N.LBAAWELBEAr%4'%.2E0�'kERLDN.N'tFEB E7WIfLE WB WDLMATONTIE IDPo7dt0TALND VIBMIt�1.tBALtOfE.N.TEIPNATNM.Y.AIHITF�I f10RlL YULLDN TYPHCOULOBECHOSM alh QTLEMULLMWLMRRHISWANDTiM LBRwio3r+nr•WB:RBPERM MSHEBT22.TFMOOLUMNUBM LW10BDMAYBE •• .} V88D.PAOMT!•WS%S BET t%THHrXCX.2W MULLION(0 LVWH a 4r.OPWWHM(BIT• HABAU MMPR�MAMOF.I1IMPSFVRCHMR THE•SEE No i RNIB FORUMOFMM76AMONXTIM USED NTNMAPPLCATION.NOMUMA/M10RCMN21YR OF S21 LBa. • • •• VIRAIUK 2)UN MILE 0910I=TIRE AWMIOR TR+E,AFC)IORWANSIYA1DCtmTYPE RBOUBI�PORTIECMUMEBfRATB.NttffiB%PAIPLB, 'I�CI�YAMSNMr • ammm W2T8.01TNBMIRLCMCLIPWMTOBBOMMTBp6D vffMWATMBr.00NNMMAWLXWT BTAK8M 70MANOWTNBPASTMO:Ra EOOEOSSTANCB. 2101EMfABcimidelI+/� t4)9PIrUtTWNXBINDtCRBATAN BDOBNBTANCH�rMBYlMANArtDiDRDAPN2TroF SW LBS WBCNEOIfATMLAPDTNBA8POR8MRf/I&$,FORTHERB01AR8• I ILD W.'� 4 RTFE U0.IPNTHEHOPoZOAR'MlRA130HTOVORTION.MULLCKUSETLE SAW ANGCRMPACIWOF I"LBB.TABLE NPORTIE APK2KVt •'' "6;0••• muLMNrx MRI LaNBEI :' f t7WAG7 t:W4L�MNENi188M1aN1�ORB.YRMAiEOIMtttM1.NDTLEABPDIM MDfABLB.r�01tlIM DASN2DROAPACiIY M1L�.TSM ( . � MDINPDRrRMfmKMMLL AMMIORTYPBMARM91�1.8pMW. •••• •• 1 •= .ABVPSPFAOMLTIEVERTCN.MlUUOR •••• • • r0 -JLVUP$FFRUMTHE WHORMOSIAL ALCNATTAOWOmCMU; •' • .FITAOPSF FROM THE 3E')DRIZOMMMW.LCNATTN2040TOTL VMM M.MW3.MWMRMCTCNA •••.•• •i•i' '.ok IELOWBaMO®IfN E.AS4.TPBF NOVIOLADAPPL.YmNLOFUS INBUONL VERIFY US DIMIGNPRESSURE OF TSE FENESTRATNN PROOMIMBLMWLWDITHIS MULLION SYSTOLUSLOP/ERDHMMtl PRBB=E.OFABDAASAOROMMKRUION •. • 1115Ij R1•y••• PAODUOf MLAPPLYTCTSMOYWUASEMMY.FKN%LM=Pr4== 7LWTHEB=nML L=MMTIEFBNESSRMMPRM=i i=AUMN AX:WAHLLBi,P.� VMTKUWALATDNSPEMMAMMMORESPBCTPASU33TWCSESNDFENMRACMPR000OTSTOMLUXM •••••• • PL P.E.R BB70� • • •.••.• PW Ry PW oel6 K d •am, a"= SKMH PW P1A Lo 4 4 � r r r r LLOPMOv fMAN MORE wa oFvaRracALLauLaR �� � WRIL H@1T6R8@CfCtbt 'ITlM.bRAL i � � LOAOSJ00Pti�DNTALlBALION PW O+ LOIIOMOOPROW20NlALtltiLLSPI / / Btl.I.ORWO�ItlBtiQfARClgRBD ,� „ - 4� MR � C PW III umwQoFmRDRRONTALMLflLIm LOOM CFFWW20 ALMU" k' WALM Pl1 HOM DOOR PW PW 1)ORAWOMARE •♦ abMYmFla� MRSOMATIMOMPM PW r r "" TM Cmh" PW LOADMCFV WO0A WAIJ Mi LMADMOFVMUnAL r A•RW.AKVMLMTXXS Ist •�SS��- PAlBB.OPR47OOO MONO'TOAMMORAR a Hff4TG aBCRhoHM=WALASA.LIORS '-✓ Y' / •••• • :. ��tl .. wr LOADMOFYBRRCN. LW1i 01+IfOAILGIIN. A.L VAIALI.E A MULL= MUUXR •.•..• LZ P.E388TOS .4 c • W .°c ° 1YI DX ,FLORIDA 1 .o 1 n SECTION DEPARTMENT OF PERMITT ,ENWRONMENT,AND RE�U c 1 tv SW 26' t,Room 208 111 AFFAIRS ERA {P ) 'Viatni,FI fila 3175-2474 BOARD AND CODE ADM[ATIS 10VISION ;y GCd °� ��i1 '2590 (7 )315-2599 NO c A o �' Y o O 5. Zf i de OV p •a bn'y .. GT Industries,Inc. °� = g b a o a•� j , North Venice,FL 34275 j c�, 5,1 SCOPE: C& E c� G r G c `� � Fis c13ve tee; nitruction ve This NOA is beingissued and al ble materials.The documentation su mi Ft�d 1 PERA Product Control Section to b uin Mi ao ' d3at?ea owed by the Authority Having Jurisdiction{ J). G u J V This NOA shall not be valid aft the expiration tItiuu%Dade County Product Control Section{In Miami-Dade (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 VeloQitv Hurricane Zone. DESCRIPTION:Seri "HR-710 luminum Horizontal Sliding Window--L.M.I. APPROVAL DOCUME . wing No. 4127-100 titled "Alum. Horizontal Roller Window, Impact", sheets I through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSUZ IMPACT RATII •Large a 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.W been no change in the applicable building code negatively affecting the performance of this proouct. •....• •••• TERMINATION of this NOA will occur after the expiration date or if there has beert%revision,er oh$nge •, in the materials,use,and/or manufacture of the product or process.Misuse of this NUAU?an endbfsedient ""•• of any product,for sales,advertising or any other purposes shall automatically terminale THis N . Failure •••• to comply with any section of this NOA shall be cause for termination and removal oQUA. ; •..• 0.0• ADVERTISEMENT: The NOA number preceded by the words Miami Dade•may, Fipr*•and *9:*** followed by the expiration date may be displayed in advertising literature. If any pbrfibn 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 t e manufacttti'dr'b1• its . distributors and shall be available for inspection at the job site at the request of the Baainj Official.:-: •••' This NOA revises NOA No. 114630.02 and consists of this page 1,evidence pages E-1,E-2 ad&E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. 1;OA No.11-1114.04 t t� Expiration Date: Approval Date: February 16,2012 Page 1 } PGT Industdm Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA-s No.'s 07-0815.09 and 06-0405-06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.•FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Subm.Itted under NOA No. 07-0815.09) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 20294 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 20194 5) Cyclic Wind Pressure Loading per FBG,TAS 203-94 6)Forced Entry Test,Type"C"sliding window,Grade 10, per FBC 24113.2.1,TAS 202-94 and per ASTM F 84294 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. (Submided under NOA No. 06-0405.06) .... 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94. ...... 2)Uniform Static Air Pressure Test,Loading per PAC TAS X94 •; 3)Water Resistance Test,per FBC,TAS 202-W:0 0 00 00" 4)Large Missile Impact Test per FBC,TAS 2$j;1,4• •• •• ;••••; 5)Cyclic Wind Pressure Loading per FBC,TAS-203-94 : '..' ..... 6)Forced Entry Test,Type"C"sliding window,K de 1 Q,-•;•• ••••• per FBC 24113.2.1,TAS 202-94 and-per ASTM F 842!-D4 ' 00 Along with marked-up drawings and installation diagrams•.;1,XO alpminu%•;:• horizontal sliding window, prepared by Fenestration Testing LaleoratorV'1'ntc', Test •••: Report No. FTL-4859, dated 03/08/2006, signed and sealed by Wundo • Largaespada,P.E. •• • (Submitted under NOA No. 06--0405.06) Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-1 Y t t PGT Industries,Inc. NOVICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and scaled by Robert L. Clark,P.E. (Submitted ruder previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTII+`ICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer"dated 04/17/2008,expiring on 04/17!2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest and independence,dated 10/25/11, signed and sealed by Anthony Lynn Miller,P.E. 3. Letter of adoption of as his OwA the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P.E. 4. Statement letter of no financial interest, conformance and compliance with AV F13C- 2007,dated 06/29/2011,signed and sealed by Robert L.C1arkrP.Fs '0 0.0 0 000000 (Submitted under previous NOA No. 11-0630.02) •• 0.0 • S. Laboratory compliance letter for Test Report No. FTL--5330*MUM by Mestratiod 0 Testing Laboratory, Inc., dated 07/18/2007, signed andsear�y0 Carlog jS. jtiondi-0 0 9 . 9 . 9 P.E. .999 9 .. 9999• (Submitted under previous NOA No. 07--08.15.09) 0.0.0• 0.0• ••••• 0000 .. . 0000.. 0000.. . . .9009. .. . . 090 Jaime D.Gaston,P.It Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL4858 and Fn,4859, issued by Fenestration Testing Laboratory,Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NUA No. 06-0405.0,6) G. OTHERS 1. Notice of Acceptance No. 11-0630.02,issued to PGT Industries,Inc. for their Series `HR-710 Aluminum Horizontal Roller Window- L.M.I. , approved on 08/18/2011 and expiring on 12!2112016. 0000 . . 0000 0000.. .. 0000 . . 0000.. 0000.. 0000 .. . . 0 0000 . .. ....• 0000.. .00•. ...00 . 0 . 00 00 00 0 0000.0 0000.. . . . . 000000 0000.. 0 . 0 . . 0000.. q4a��00 Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: Deceinber 21,2016 Approval Date: February 16,2012 E-3 ~ GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND WMGRAL FIN WINDOW 7,,oT (SBHDErA"CNSFff.ETY},WRII�rALLATION ASOVfi 38 Pr.(aLAS6 TYPE83TFiRULhR18THAVEA 7 (PASS CAP. A/SI�8�'LA6tl OWSWr NBOF(2)MMCFIffA ZftWW.ASSWD'HA.WSMW=EUrA"MCRWLDf MMAFEMA%IAR1MPVSWTERLAYEIL 618' CON WTWGOF()UTE OF IANANNEALED GLASS AM(1)LITE OF WHEAT STRENGTHENED GLASS WTTHA ABO WIPONT MffACr• 'E OR SAPI. AEWSAFE MA)QMUM PVB WTERLAYER. C.5MWLAW CON818 WSOF(2)LTTES OF IV HEAT STRENGTHENED GLASS WITH AN.Lf00 DUPONT BUTACITEOR SAPLENAEEPSAFE MAMMUM PVS INTERLAYER. D.7MW LAW CONBETNO OF(2)LITES OF WIWANNEALED(BASS WITH AN ABS DUPONT SUTAaM OR SAFLEXAW-PBRFE MAO"PVS 84TERLAYER. E.718'LAW CONSISTING OF(1)LITE OF SHB'ANNEALED GLASS NO(1)LTTE OF Wr HEAT STRENGTHERED GLASS WITH AN ANG DUPONT SUTACITE OR SARMWEEP8ARE NOA DRAWING MAP MAXPAN PVS NTERIAVER. SHEET P.7M0'LAMI CONSWM OF(2)UTES OF WW HEAT STRENGTHEN GLASS NATHAN ABS DUPM SUTACLTS OR SAFLBXANEEPBAFB MAW"PVS WfERIAYER. GENERfL.NOTES. --1 OLAZ OO DETAILS......»2 GL1,VWLAMIXk(1)LME OFIffOR3MWANNEALED(MN.)MASS,SHV OR 3V AIR SPACE AND WWLAW OONINSTIMBOF(2)LRESOFI9'ANNEALED GUM VNTHA DSIII mm•--s AGO DUPONT BUTACITE OR SNFL WCEEPSpFE MAXWUM PVS W ERLAYE L EEVAT ^........^4 VERT.800700...........S H.13FIV LAMI Xk(1)UTE OF IW OR 3MrAIQEN.EDWL)GLASS,SHW OR 3W AIR SPADE ANDSMVLAW CONSWWGOF(1)UTE OFWrANNEALED GLASS AND(1)LT(E Nam ••^8 OF tf8•HEAT STRENGTHENED GLASS WITH A.0 DUPONTBUTACITE OR SAPLEXIGUIPSAFE MA7004EB PVS WTBISAYWL PARTS L0)T..^....w..^,_,..,8 EM 80ONB_.._.^......»7 L 1SM"LANS Kk(OUTE OF IVOR NWANNEAL90(AOL)GLASS,SMVOR 3W AIRSPACEANDSMB'LMS CONSISTING OF(LUSS OF W HEAT STRENGTHENED GLASS CORNER OETAL--•^ 0 WITH AN AM DUFONTGUrAGITE OR SAFLEXI(EEP8AFE Mfg PVS W ER AW R. ANCH --....-....8.11 J.13MV LAND IS: OF if8"ORSWAINEALED WKO GLASS,3WOR WAR SPACE AND WIS'LAW( rNS OF(2)UTES OF 3HS'NOWALEDGASSYA)HAN .SBD DUPONT SUTAOTTE OR SAFLEXIGEEPSAPS MA78WM PV8 WTERLAVOL K 13MV LAN Kk(1)UTE OF 1B'OR 3MVANNEALED WK)GLASS,SMWOR IWAIR SPACE AND 7NPL VA CCFf6 nNG OF(1)L77HOF WWAM EALSD GLASS AND(1)UTE OF XW HEAT STRSNGTHSNED GLASS MATH AN ABD DUPONT BUTAOTTE ORSAFLEXROMPSAFBMNSMW PVS INTERLAYER L.13M8'LAN W.(1)LITE OF IAB'Oft 3MVANNEALED OM)OAK 3MV OR Iff AIR SPACE AND 7M8'LAML CONSISTING OF(2)UIIE OF 3MVMAT STRENGTHENED(L,ASS VLTTHAN ASO DUPONf BUTAME OR SAPLEXAMEPSAFE MAXIMUM PVB WIERLAYSR 2.OUNPUM71ONS.IMNO.M 3,OESKIN t(SEE TABLES,SHEET 3) A NEGATNE DESKL4 LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130002. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND MASS TABLES ASTM E 130002. 4.AN tFGE:TM3$W%STRESBRiCREASE NAB NOT BEEN USED INTHE DESMOF THIS PR==. SHOSM STHROUGH 11 PORAINCHORAGE DUALS. �� 0cetllA Rmi4 B.SHUTTERS ARE NOT REQUOM No r S FRAME AND PANEL CORINERS SEALED NTH NARROW JO 4T SEALANT Oft GASKET. 7.REFERENCES:TEST RSPORTS PTLASSL FILA AND FPL•8338. ELOO TEXTRON NOA'04072L01,SOS •••• ANSUAPBPA 0918-M FOR WOOD CONSTRUCTION ADN62=ALUMWUM CEOIGM MANUAL • • `"J_r18L tt1Ny�!ii�� •f••• • • • �" Cp • B.THI8PRODUCTHASSEEMDESKINEDBTESTEDTOCChAPLY WMH THS REOUNtEMINTSOF THE FLGXMSUILdNK OOM WCLUDNGTHEHMVELOCZTY •• • `.`.� r'1 ��'•,. • &FOR NSrALLATIOd WTHE HVMZ AME 30 F7,GLASS TYPES G•L SHALL HAVEATEMPERED LG,GLASS CAP.BOTH THE DPANDANCHOR QLWMTY REMAIN LWCHANSEU C 1.6fmalm E 1018GXXXT NOTES AUX� anw r'0 OF �, � ••••• mraHr o reawro .3Q}7 R.Na°nRNB s ! '�°��` a rrL43eoroltt7D�sac1H8 vutgz•ae HOIWl1RAL ROLLERWIA�� �'� SAOIfAR�I���`� • ••• A1J9 ! r t1 412181!•• atPIL •••• " 21 80 a1 50 KULGLASS SUE 55 we (ALL S5CTKM 81 8061,82 81 63,64.88 1B"AN3SALEDORHEAT STRENGTHENED SLAG SMWANNEALED ORNEATMENGTHENEDGLASS ANSOLUITAORDUPONT PVBM RLAM Ago SCILUTFACROUPONTPVSINTERAYER 110VEDGLA86 WVANNEALED OR HEAT STRON07HENED GLASS • ?IIWLAMINATED sH8•LAMINATED GLASS 7118"LAMINATED GLASS 21 so 21 so 89 GLASS BITE se GLASS SITE 62 62 68,87,66,�,T0,71 7$73,74,76.76. trsHaxxrae% v�lD c maifFa¢aYL1De WANNEALED OR HEAT STRENGTHENED GLASS 3MVANN&ALMORHEATSTFUMX TIMMQLABB CC'o�dee�� I SOILMCR DUPW PVS VMMAY9R ABOSOLUTDIORDLA�ONLTPVSWTMI AYM ANAEALBDOR HEATST iMWD GLASS 3MVANY6AI.BDC*tWAT OLASS LAMINATED 711VLAMINATM ORWAMSPACE 3tWORUCAIRSPACE OR 3W ANNEILL90 OR TmummmmA 1B'a3A6'APS(VFNFDIXtTEMPEMLiLM,& • 13Mr NOM. 19HS'Nf>A1. 13H8'LAW IO GLASS VWBMW LAM 13/18'LAMA IG GLA88 VW Mr LAM � •• `;``�`p�I��''•� •••:• •• ;'�` ii Ar • ®POR DOTALLATICi1 WTHSH%mmv Bao PT,GLASSTYPSS G-LSHALLHAVEATEWPEREDLG.GLASS CAP.BOTH THE OPANTAN310ROUANRTYTOREMAIN0^moi�`�• *QJC^ 0000: 7 amt S CHAtVEMS0ST Zj� ••••• �OtWWOL06Y0RNIR GLAZM��.s 0000 '�. ('���� • P Kit earAomea» +amrlmre eeppxx ALLYL f 7ZOMAL ROLLER_AWN 1,` r0 0 000* sa®3e waaaa aaor� 8.ear loam ! a r tf 4fP7I4• b wL ve •t••• •• •• •• • 0000*•• 0000•• • •• • • • 0000•• • 0 • TABLE 1. XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLOARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 38 38318' 48" sowr 84" 80" 83" 64" 13G,H +60.0 40.0 +80.0 •80.0 +80.0 40.0 Mo •60.0 +80.0 480.0 +80.0 480.0 +80.0 410.0 +80.0 40.0 88" A,B4O.H +60.0 •80.0 +80.0 •80.0 +60.0 80.0 +80.0 •60.0 +00.0 •80.0 +80.0 40.0 +6&8 -88.8 +88.2 458.2 108 8A" KROWALLATM as A,B,G.H *80.0 •80.0 +80.0 40.0 +60.0 40.0 +80.0 •80.0 +60.0 •80.0 +80.0 •80.0 +88.2 •88.2 +82.3 49L3 Ti-mmuSM3o 108" A B,G,H +60.0 -MO +80.0 •80.0 +00.0 40.0 +60.0 40.0 +11.0 •80.0 +80.0 43MO +64.8 -84.8 +81.7 -61.7 FT cYaesrnes0- tSK4LLHAVEA 111" A B4O H +60A 4600 +80.0 40.0 +80.0 •60.0 +800 40.0 +60.0 40.0 +88.8 •88.6 +63.8 .6&8 +60.8 80.8 TEMPSWOU.GLASS • SOM nM OP UP TO 111" C,I +80 0 Z. AMANCHOR UP TO 111" .E-F QUANrr Y N L +7&0 76.0 TABLE 2. XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 89" TO 88 7118" G H' +60.0 •80.0 TO SO 7118' J KL +7&0 1 -7&0 TABLE 3. O_X AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIV WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT vam TYPE 28" 3M75 -7& 4s" so BA" 84" 80" or 7&0 +7&0 +76.0 -76.0 +78.0 76.0 +78A 78.0 +7&0 7&0 +7&0 -78.0 AB,O,H +7&0 78.0 +7&0 +76.0 •7&0 +7&0 78.0 +76A .780 +742 74.2 +7&2 70.2 72" A B OH +7&0 78A +7$.0 +7&0 -7&0 +7&0 -78.0 +76 0 -7&0 tN B 40.8 +�2 $6.2 74" AB G,H +7&0 7&0 +7&0 +76 0 78 0 +7&0 T8.0 +78A •7&0 +881 •9LI +62.8 •8:L8 UP TO 74" OTK +7&0 -78.03b. GLASS TYPES:TEST(REPORT FTL•4888(16O1Q,FTL 4860(IOX S,DFD)AND FTL-6330 ••• •• LJLLIO-(118'A,.o80,1A`A) 0.13118"LAM(104jr OR 3118'A @DPL).6MW OR 918"AOR SPACE,6118'LAMI-(llrA,.0KUS`A= • • • • •••• •••••• 18•LAM(-(118 A .0 ,118`H8) H 13118'LAM(K3118'OR 3M8`A PKI 6118`OR 3A"AOR SPAM,8118°LAM(-(1A`A,.000.1A`HS) • `1,� • C.6118"LAM(-(1A"HS..090,1A`HS) L 1311 M(8•LAO-118"O R 3118'A OMI BMV OR 318"ABR SPACE,Wir LAMI-(1/8•HS..�0,118"U••• .;�%1N h1/8' ,,�' ••••i D.7118"LAM(-(3110"A,.080,3116"A) J.13M6`LAM(N#•1l8`O1R 3118`A @AKd 3/18°OR 114•SPACE,7118°LAMI-(3118`A..OW,3118"A) •009, ���+'it •`P9•.1r'y • E.7118"LAM(-(3118'A-00%9118`HS) K.13M8`LAM1 IG-I `OR 31101A SON.).ffi18'OR 114"SPACE,7118'LAMI-(311WA,.080,3118 Fes)•••• =_ k Wi i•' = •••• F.7118'LAM(-(3118'HS .090,3118`HS) L 13118'LAMI IG-1 OR 3118'A NK 3M(rOR lW SPAM 7118"LAME-(3f18'H6,.QW,3M8 'GLUL i z •i••• u e No 1Nx ES)ONPRESSURES • � •,� A:_� 1/L EQdfi O DGW / lq ,� ••••• ALLU 11RAL ROLLER CS, • x a dlfl®6tl.FAMGVfId/AYPfAl7EAB7NE18�O7�e odea - tluade8,namt YeNb.Bemn lWfO AT$ 3 r 1/ 4127 �� '�8 • 273V 2130 27W MAX DLO 54SM5•MAX DLOFIXED MAX DLO MAX DLO VENT VENT FIXED D D + \g?S 1m'MAX YfIDTH LF.FRM@ P--W MW MAX W THF FRAMF��Y1l�TH IF.FRAME �I 111•MAXwIDTHFtAnKSEFRAME- ,1 DETAIL B-XOX(11412-114) DETAIL C-XOX(113.113.113) NOTE 330MPMA89B X IWMAX 1.SEE SHEETSFORVBRTK:ALAND HORMONTALSEenoN DETARA �O Ft=O, o V, —.. 83 __ _ "MAX SEALANT OR GASKET FLANSE arHEADANDOLL I FRAME AU 16 I cKi. DLW DW 1 m6 LF.FRAME LITES / VeNTB erMAXQ+ba�meRe� O X LF.ARAA6E nm•mo'N' LLCOMM • •• ••• • 1 ••••• •••i• • • i 13 FLMXiE FRAME • rr FLANfiE MEW DO ••••• :'•` •'•.,*'� ••••� (FRAME CORN ?*i •No td7� • ER CON8TRUCTI •• • DETAILA-OX OR XO — E Q u t e w flag ° '°" • • �•: ur •i••• iea•aa{rma• EiEYA7tfNlf3 ; %% ALUM HO)VU I AL WufiR '�.�5 t;�p�`� • RZ wme�.aam VL•d'Bmn Iw7ro !V►8 4 +ff 4 wiP��a'e •• ••••• • • • • • r - N�TERroR 37 +--r 32 35 � 39 1 22 P q 16 z EXTERIOR NTERIOR - 13 21 VAX VM4roLO MAX P=MO Max.aAfJTHM ANM M EXTERIOR 19 SECTION B-S 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) ter gfTERroR 17 32 37 39 rwac►E FRAn� pyx vsar DLO q 1s Pnceo mo 4— ronx uw fmmx%ewwr 43 I —MAXWWH".RtANO 21 SECTION A A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 B 22 21 41 22 8 2 mo •evBA� 12 •• 7 24 EXTERIOR WTERWR I 12 21 i •• ••••�• 0-11 •• • EXTERIOR pVTERIOR ••••• ��4! • •••••• • 10 SECTION C-C SILL HEAD ••••• `*' •is ••••• (VERTICAL SECTION.FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAMWo••• : Q * ; ? ••i••• .0 JEANS a awwafxraeaer °`Y"• � `•. �i h/; SEC71ON8 •• •• Ro1�d =;` •••••• F bP48Qli•7B ALIA4l:HNTALROLtER ''��,'SfON/�t���.` •• .orr — Harr s +ff Prc an•f QRS°" �' •asa ttYl-io E "'�s•� �ia ••••i• rfM VWG#W DHSC3tWrM M47L PGM Dwco DEMUPTIM IMAIL IIIPCm I 4102 I A FlANC>BEFRAMBIM&D 606346AL 612217 66 13n6'IAMMINA FAIN 3l8'AIRSPA 5/16"]AMI 118' .090 IWA 2 4085 SASHSI'OP ANnurr 6963•TSAL 612244 67 13116'IAMIGU8'A IFL 3/F'AIRSFA Stl6'IAMI .090 1/8' 3 8XY4PH.PANREAD 7834AA a 1131161LUELGIMA 3WAMSPA $16-IAhfl .090 1/8' 4 4083 SABHSTOPOOMR 6063•TSAL 69 f1mjw1AA41n•3n6'A S!16'AIRSPA 5/16'LAPA UB' A96 118'A 6 4136 FLANGHFRAMBSILL 606376 AL 641M 70 1 Lin6'LAM ION16'A OM.1 Silk?AIR Mat 9W LAW 1/rA Mpw MM 7 4137 SIILAI)APIIDR 6063 TEAL 64137 7t 1I3nVlAkcOYWAOW3116'AIRSPACE."1AM?t .090 IMHS 8 4131 RCCIM TRACK 606346AL 66131 72 13116IAMIallVA 1/4-AIRSPA 7t16'L1MI W 099 3/16-A 10 71298 W�HOLECOPM PaLymtop. 71298 73 13t16'IAINGWA'A 114-AIR SPACF 7/16'2 A90 PVR 311 12 106 AD11MMOPF24C LLFDAMPAD 7ppD 74 IIYWIAMIXMWA OKI,IM AIRMACK711VLAW .090 3/td' 13 4002 I A IFLAWMPRAMBLAMB 606344 Mai 7S lYt6'lAhUMNWA 3116-AIRSPA VWIAMI 6- .090 3tWA 14 4134 CASKET FOR MAIN FRAMH SULJC W1' 741MW/K76 13116'IAMtIC1NIVA W1 3116'AIR SPA 7/16'to W(V14rA.MM3nVkM 13 It" 8XI.= DPN.SMS 781 A 77 1YI61IAFlAIIGW6*A 3n6'AIRSPA 7/16"lA1dI 6" .090PVAYIC 16 4110 O IADAFTORl 606MAL 6611013 0 1014 FRATNB AtVEt 31084I14AL M 4014 H FIXED MWnMRAIL 6MMINT6AL 64054A 91 1630 SCEMC XWWIRM(B PCN.ypROp. 9l 101 BCRPJ$I XWWRAIt•RR4C8 POUNFIM. 19 4066 W877' 187X FUGAL 640660 43 p� g STSI. 21 4106 SASHTOri' B01TOMRAIL 6963TSAL 612M) 96 167.1 SCPMSPIDVB-.13318A POAM BM PVC 22 1683 W$TP X2708A PQV SPAL 616MG 9S 1635 SLRID•1�t116H-.13S IRA FIAttD RM PK: 23 223.1 I�D3WO&GUMODH 42112HD 96 SCRs 00TH 24 226 RC UMVIttI39'B BRASS 7HRWIH2 29 4128 RCIFOtWALROUIRtSASHTOPGUME ?(XVPRW. 441M 32 4096 D SASIIMPE1714CiRAH. 6063115-TEAL 606 ym� 33 1231 1WW-170X=BACKFINSFAL 67816G 35 1096 LATCH DICASTN710"36 1016 8XA SPH,FL37 41M SABtiDRAH600TSALA 1851 W87P X.270 FINSBAL 39 7070 BUIBWEATHESTFIP.187X2751.IF1'RAILWVEtCAP 41 4139 FRAMBIHAD 606376AI. I.F.FRAME HEAD 42 4140 1AFRAMBSIIL 6DO-TEAL 64140 41 FRAME � 43 4141 QLAZ OZL 6063 TEAL 64141 -� zo (BAIJNC} IXRP 9��t AIFNT I 11 1=4 1OMC8AZH40HHADBUIR 6112470/ 52 1725 I MMOAZMIWADMBMW6n'2ASK 2704 mem�memm 33 4619 1 H WAD-5/16' 6063-TSAL 6408 34 4044 1 H HFAD-5116-WXUUK1T 606343AL 644!03 e o •••••• 13 4222 A BEAD-7/16' 6XXTSAt. 64222 OPL • atr� •• S6 985 C WAD-7116'W/a=KIT 6063•TSAL 6981 1988 • • • • 99 4067 WAD-LYW 61183 TS AL 66CW/ • • •• • •••••• 60 5116'IAMI .090 1/8'A Q I.F.FRAME JAMBL 62 S/16?IAMI .090 IM E14 `/ 54141.848.76 •*••• `��.�,iV tYNNFp '�i,�i, i••••i --R�I}••• �'�'6 ir�'c • • 63 7/I6'IAMI 16'A.090 3ft6eA 7W _ :f64 64 • 7/1@ tAA91 t6- 090 3116°114 42 I.F.FRAME 991 ••• = � ••.••• 65 7/16°tAA6t W A9p PV8 yle 114 54140. 75••••• • i :0000:0•••• rx FBhFaF a roeuesrme PST 00,00 , •. � ;. ••e•.• Fx 4!JQSG• 5 N�lB •a vn mw AL1K HCPJWNTAL ROLLER �'b` k7NAM��p�'` • Fxmm .0 mm Ka namn rWrro .79 4W 1; E "�«ee PSe •••••• 1,187 �+— Jw .�2 .000 3 f�i--[ 1 re /.� SASH STOP COVER L � L'j a�aos'e-Ta Imo-1.710—►{ '��"'----27H� �, OFLANGE FRAME HEAD MSE�Fol SRL 7 FRAME SILL ADAPTER -27ae� 1 as1 1.�er 13 FLANGE FRAME JAMB 04002A.6003-TS A9D AV T- T- -� 2O a s S� O HOR ROLLER TRACK !7 94M48. TO F-.aat 26 i I .870 I—� --4 1. I— t.ao 21 SASH TOP&BOTTOM RAR O SASH MTG.RAR 37 SASH SIDE RAR O OLA m BEAD.8118" Rt�txrnmre� sane eos+Ts 94mmeasmo-Te arorn,N63.TG eossTa 'fie 'fi d• N. - -1 E �� • • ••.••. ow 678 t oee-f---I� .-- -f vb=®••• • �t•• i ••••i• O GLAZtWG B 811 al 8' O GLAZING BEAD .1115 7118' O 1GLAZINGG BEAD.7118" GANG BEAD,Mir .`�� � ��'�. i•••s i oaaas�1as of z k Gose-Ts a•eec,STs \ / axogr.sus ••• etGF ei. % • • tuBeD WtORILLKM (UBpDW GFULL XM ••••• * ••O�p. • �Y% ••••• ••••• `C� = ••••• s awaemsesagr .us mpH pp.� +mottma+a+oaroava EXTRUSIONS .R "• • ax snaW=Vw a�nr na mae ALUAO FlORlZONTALROIIERWdrODNr A +• •• s seen 9°u w`mg 8amv rm7ro ff� 7 +77 4f?T--}S F ~ men•e •••••• • • ANCHOtQUANVTES SOX Wl&lM w•totx•s TABL54 NOTES: BASS TYPES A,8.=W{I 4iJ{881YPE80.E,F.J,K,L 1.ANOWRTWM, AummR7YP@ 2S.VI000 2.00NC I I.CONN 2,$WOOD 2.Cow 1.CONC I.IAPELCOTAPCOYB 2.1A7ELO0084ORETE-PLEa 3-N2STEELSCRENS(G0 &BUBS7RATe awma Zama 1 -20M ---amu- apmo I ZONES I GLASS rMES:Q( y� ffi WOMMO1= HEAD&SILL HEAD&SLL HEM&SILL 9j fEAD&82.L HEAD&SD.L HEAD&SSL$ 8.8M8'LAWS-(SrAOS%l B'HS) ® tM WAL ATM IN LSHALE.HAABOW30 $ $ `i`iQi o.*w WW-(1B'm"go,1APtm TIED Ld GLASS CAP.EOTH THE DP AND VEA 89.126x38.946 1+=2+1.4 +1 2 1.17+1.=2-1 Y 1.011.=1-2 1+=2+1+=2+1 2 1+tE.NQ+9 2 1+=1+1+=2+1 2 D.Vt8'LAWO-MWAAA MO-A) ANCHORQUANTRYREMAI UNMiANGSO. 48.00 NC2.1.C4.1 S 1+62-+f7+1 S 1+C2+1.C2+1 S 1+C2+1-0+1 8 1.17+1.C2+1 S 1+=2+1+=1+1 31 L7118'LAMt-(&18'A,.010,3M8'HB) WAIS111=12+, .(7+1 3 1+C2+)46=2+1 3162+1+47.1 8 I-CM•C2-8 1+C2+1+C2+1 3 1+C2+1+C2+1 3 P 7M8'LAA11-(9M�t18,.OB0,3M8'fi� 0.197t8'LA98IS-IWOR 3M8'AttAd'L).6M8'CR3VSPACE.VW AW-(1B'A,M.JWA) 84.0001.=1-+02-1 S 1.C2-+C2.1 S I+C2+t+C2+1 S 1+C2N.f�.1 8 1+CiMKS+1 3 H.1St LAW 10-IAC ORWVA(WC. 8MB"OR3V8PAC@,@H&'LAw.(%wA030.1ArH8) SUM a 1+C2+NC2-S 1+C2+t+C2+1 3 NC2+1+C2+1 3 t+C2+NC1-a 1.CN1+C2H a 1 MWLAASW-IWCR8M8'A(WON. SMIrOR T1PAC. MO-L4M.(118'HSMIWH8) J.13M8'L4WA9-U8.Ot3MrA(OiE I3/WOFtV4'SPACE,IIW4A1®.(3M8'AM3M8'A) MOW 3 14C2N+C2-3 t.C2-+C21 S NC2.1+C2-1 3 1+CT+1+C2-3 t+CM+C3*1 3 K13H8'LM IG-VCCR3M8'A(ML3H8'OR1t4'BPACE.7Mfl LM-(8MVA,.M3M8'M 8000Ox 38.375 102+1+=2.1 2 1+02+102.1 2 1+C2+1.0+1 2 I+C2+1C2+1 2 1.0+1.C2-2 1+C2+2+CS+1 2 L.ISMS'U1b010-tAPORSMB'A(MNL),9MfrCRtW PACE.7M8'LA10-(3MIr HB.@ 3MO-MB) 4300D I-MI+02+1 3 1+=2.142.1 a 1+C2+1+S7+1 a 1+=2.142+1 3 1.620NC2+1 S 1.C2+2KE+1 3 &YMPD06YMCHOR QUAmTmS ARE PER ADJACENT TABLEAND RAM OVTHS FOLLOYONG 0.826 1902-.C2+1 S 1NE+t+Q.1 8 100+1-C20 S 1+C2+NC2+1 a I+C2+1+C241 a 1.C2*H=-1 8 D 'FOR SM140TSM4GOTOrEWIARGM NNXWINTAME• 6400 1.C2".c2#i 8 1+C2+1+C2+1 a 1.C2+1'0'1 3 1+C2-+C2+1 3 1+C2+1+C2+1 3 1+C2+2.0+1 31 HEAD&SILL:W MPMAK ON RACH BM CF MEETM RAO.O;NTERLM 60W0 t.C2.1.C2+1 3 1+C2+1+C2+1 8 NC2+1+02+1 3 140+142+1 a 1+C2N.C2-1 a 1.CS+2+C8N S =WMAXFROM CORNERS. am1+=2-1=2 . -S 1+0+00H3 1+=1+1+=2+7 S 117.1+=2.1 S 1.=2+1JAMBS: S'MNL FROM CORNERS AND 22 llrUAX O.C.=2+1 3 t+=8+2+=9+1 8 TAMEKHTt 74=x SUM t.C2+2K2N 2 1+C2+1.C2+1 2 1.02.2+C}Nt 2 1+02+2+C2+1 2 1.02+2+02+1 2 t+GN2+C2+1 2 48.000 1+C2.2-CQ-1 S S.C2+t+C2+1 311-0-24201 3 1-2+2+=2+1 3 NC2+2+C8.1 3 1.02+2.=2-8 �=ANDSLULAJNCHOROLM". �J�80.826 t.C2+2.C2+1 a 1+C2-+02+1 a 1+17+2K2-8 1+02+2.2.1 S t+62+2.Ca+1 S 1.Oa+2+62+1 9 84000 1+C8 MWl 8 1+C2+1.C2.1 8 1+C2+2+C2+1 S 1-M2-cm 211+C2+2-C2+11 A� ��� CENTERED MOW 1+C2+2+C2N 3 1+C2.NC2.1 3 1.02+1.02+1 S/+Ca+2+04-a 1+Ca+2+C2+1 3 1+C3+2+C3-S ANCHOR AT BACK NRALOPEtMM(l) 8300 1*C2+2+Ca+1 9 1+=2+1+=2.1 3 1.=8+2+=8+1 9 1+C3+2+C8+1 8 1C2+2•47+T 9 1CS+E+C9-8 AULK MW PLUS(4)ANCHIOR8 AT FUM=CTWN. SUWx8BSM t.C2.2+02+1 1 t+C2 AHWt 2 1.C2.2K:2+1 2 t+C2+2+C2+1 2 1C2+2+C2+1 2 NC2+8+02.1 2 (12)A4aa=PS TOTAL AT HEADAND>81.L. 4UM 1.C2.2.02+1 8 t+C2+2+02+1 3 1+C2+2+C2+1 a/+Cate.="a 1.=2+2+=1+1 a t.CS+8+09-S (3'WN.RR ANCHOR SPACINM SUM 1+=2+2+=2+1 S t+C2.2+C2+1 a HC2+2+C2+1 3 t•C2.2.02+1 a 1.02+2+C2.1 S 1•04+Ca"3 6400 147+2+C1+1 3 1+C2+2+C2.1 3 1.=2+2-0+1 3/+C2+2+C2+/a 1+C2+2+C2+1 8 t.C4+3+CA+t 8 � _'3was L BOAC 1.Ca+2•CM 8 1'15+2.62+1 311-08-2-0301 S 1+C8+2.0+1 3 1.C2+2+C2+/3 106.3+C4./3 "'"(�"'••,3'IRN. 63400 1+02 2-02+1 3 MM+2+C2+1 S/+C8+2.C3+1 S 1+C8+2+C8./3 1.C2+2.C2.1 3 1-08+=4.1 8 rte'9 $ Q ){ t0aW8x 96978 1+=2+2+=2.1 2-1=2+2-72+1 2 1+=1+3+62+1 21+C2+S+C2+1 2 1.C1S.C2-2 1+02+4+=2-2 -- , 48txD 1+47+8+01+ S1 1.=2.2.17+1 1461 3+8+=3.1 S t+C8+3KS+1 a 1+C2-SH 2+1 3 1+CS+4+C3-8 p17p RAIL,TVP. Dt o °Isf*wo 80828 1=2.8+02.1 311-C2-2+02+1 s 1+Ce+3+C3+1 3 1+C8.3+C3+1 3 I.C3.3•CW 3 I+C3+4.CPI s EXAMPLE CLUSTER W/QTY OF(3)&Nrj4n0Q � ••••• K= t.oa s+os.t 311-C2-2+02+1 3"Ca+3+Ca+i 3 1+Ca+a+C3.1 a t.C3.3.WM s 1.004+C4-a (SHOWN M TABLE KEY ABOVE)• • • 6400 1+08.S+p+1 8 1+=2+2+1X+1 a 1.=4.3+04+1 3 1•C4+8+04+1 4 1.CS+S+C8+1 8 1+CN4+C4+1 a •• • =814'MAX • - 89.60 t+CS.3.CS-a 1.=2+2.=2+1 a 1.co.3.c4+1 s 1+C4+3.44.1 a t+ra+s.c4.1 a 1+Ds.4+�.t a 1/1J10x3LW5 1+C1'+8•4:2-2 l+C1+2+03+1 2 1C2+3+Cbl 2/.C2+3+C4+1 a 1+C2 -CM 2 1.C2rMC2+1 2 L 1 •••:• 1••1j • ••••• • • 4800 1+=2+3-0-1 8 11:2.2+=2.1 8 1+C3+8.03+1 S 1.CS+3.C3+/3 1.02+3+=11 8 1+Ca+1.03+1 a 8„REF. ^T •• 1 g :• 46 t ••L 8 1.= 2 .1 8 1.C.8+03+ 41+C+3+4 + 81+C3+4-W a 1.2+2+=.1 s ++C+1 s IC1s 1=+9+=.1a10+4=4.1 S400 .448f6 '��4•. ••460000 •0••••&88 7 sow 1.0+3+C3-S t+42+2+C2+1 3 I+CM3MMs +C4,3+CM1 a 1.4E+3+C8+ta 1+C4+4.C4+1 a UMRAS,TYP. 464646• •• as= i+g8+3+CS+1 S 1+=2+2+=2.1 S 9+=4+8.=-1 8 t+C4.3+tDN1 4 1+G+S+C4+7 8 t+C0+4+C8+f 4 EXAMPLE CUJSTER Wi TY 4 •QU e �^ •J� ••i•46 46 As MrMf a maNmnas3Nwr M xP414aunaalam a CHORME SP XOJ(1/4-1AAA 46 46 -.� •.2 :! ••••:• r o e7 Oo8676 30P7NOIE xormcs naor4 S . rx. 6 tA+L4T@%4Kff44138Cr VWWANP=QV..AG1 vn.ac1 m A IMHWUM TALROLLER=VaALi ''+ir++J�1VA411,to`� 4646 +' M0"0"•P18MR91' Team NTS 8 .it •••••• 4646 • • 46460 • • • • • AMCHORQUAWMMSXOx .11342) T S NOTES: OLA881YPESA.&O.H BASS TYMC.O.EFA IC.L ANCHOR TVMj SA 14X100 I %CONO 1,42)NC U.VVOCCI I X COW 1.coNc 1 TYPM, a Bt188TBATE ZONES f acme ZONES ZONES ZONES ;, 4 MOCITAPCONS 2-IACELC08S4CRETM= 3.6128EEI.St22HNt1(f38) 1NBIOOW 8IZE i#ADa BLL tMa&LL IEAD8881 1EADa BEL HEADa S81 tiEltD884L '3•B78'LMa•(tAPA.09Q1/ ,l ® �. TALLATP�O IN THE HALL HA 3D IN V 48.00OX 88.878 1.CM.C2.1 II 1445+1+42+1 a 1402-1+C2+1 2 1+C8+UC2-t 2 t+Ca.UC2•1 2 14CII.t.CS-1 2 Q838'LAJA-(13'MB.AW'UB'NA3) TEMPERED I.(MASS CAP.BOTHTHS 11PAWD 4&M 1+C2+1+C2+1 a 1+C2+1412.1 3 1402-1-CZ+1 3 1+f2-1-Ml a 1402-1+C2+1 S 1+42+1+02+1 S D.738'LAMI•WWAM3MVA) ANCHOR 4 LMrITYRE1dNN1R4(ZIANOED. SMM 1+C2+1+Ca+1 9 t442+i+C2+1 314C2+1+C2-1 8 1+CZ+UC2N 3 i*Cbt+C2H S 1+Ca+tel5•t 8 E.7118+Lm-{8J18'A.OB0,3amr S) P.138"LA68•IGI-l H8,.lt CAS 61800 f+CZN4CII.i 8 t4Ca-t+C2+t 8 1+C.d-1K2H 9 UC2-1+CII-1 5 U0+1412.4 8 14C2.1.01•1 8 0.19M8'LAMS Xi•1B'OR 3M8'A(ABN.),BMB`42338'BPACE.6MCLA16-(118'A„W0,IATA) 84006 t-CZ+1+0+1 31.C2-t+0-t 31 1+C2-1+45-1 3 UC2+1+CZ-1 8 14CII4/+C241 8 1+C2+1+C2+t S IL13t18'LAN 10-WrCA338'A(MBdI&WORVIrMItM 838'LAAB-(178'A,M.UB'HR UC2.14C2+1 S 1402.140+t 8 1402+1+CS.1 a 1402-140.1 a t.C2+14f5+1 3 1+1S+1+C8+1 a L 13WLANDX4.1 OR3778•AOM.),!218'0188'SPAt2;.a38•LANO.(LLSa''HB..OB0 VrHB) t+CZ41 2 iK2.14Ca+1 2 1+02+1+12+1 Z 1+Ca+t4CZ+t Z 1+02+1+0.1 Z 1+GM4C2+1 2 I13M8'LANIG-1AP OR 338'A(MK4 SWORN4'I�ACE.7PI8'LABS-(3RrAj B0,aNCA) IL 1338'LAN 10-IVOR 338'A(80N.L 3MVOR t(4SPAC8.738"LAN-WIC& W311••Ira) 4ILM /+C2+1MF+1 3 1+CS+UC2+1 8 1402-1.15-1 3 140.1.02-1 8 1-4241432-1 S 1+C2.1+42+t 3 L.1338'LAN 16-lB'4133WA(IMI3MVCR714-SPACE•738•LALB.MICH"M3MCHS) 80.876 t+42-1-0241 S"C2-1+CZ+1 S t+C2-/+C2+t 31 UC20.0.1 9 t.C9+1.C2"a t+C2+1+c2+1 3, a•Y784DOtgAN4t140RtX1At4TRIE8ARE PERAOJA�J4TTAffiEAPB)BAKED 4X4 IM FOLL011AND 54m1+15+1+15+1 8 t4C2-UC2-1 a 14C2.1+C.2.1 8 UCd+1+CII+1 8 t+C2-t+CZ+!3 1402-1.DN 3 Dom•PMM=WSMSt OTBHOWN,44OT'ONI.XTLARMVANDMINTASLL W0� 1+C2+14C2+1 3 1+C2+1-C2+1 3 t4Ca-t-CZ-1 3 1-42"-C3-1 a 1+04+1-C20 3 t.CBH+CS-1 8 + am t.Q+t+Obi 8 1tC2+UC2+1 a 1402+140+1 8 14C2+1-%H 3 1+C2+14C7.1 3 t.C8+1+09+t 8 MEAD a8S.1:IO'MM ON EACH SM OF'L64ETM RAL42NITERLM 80AMx8 M 1+C2+1+C2N 2 1+2.142-1 a 1.02-1+C2s/a/+Ca t+C2+1 a/+C2+1+Ca+1 2 1+C2-t+t -1 2 26SW�'MOM CORNIM IW 46.000 1442.14tl+1 8 1NON+C2-1 3 14x-1402+1 8 14C241-0-1 3 t.CII.14Ca+t 8 14C2+1+CII+1 8 r JAMBS: MAX FROM OORNIM�� MAX O_C' MOM 1402+144541 S.t+45-14C2.1 8 1+C2-1.C2-1 S UC2-t+C2+t S t.C2+1+C2+t 3 t+C2+1-C2+1 3 TAKE KEY. 64.000 t4C2+1+O+t 9 1+CZ+1+45+1 a 1+112-1+C2+1 8 1+C2+/42-1 3/.CII-1+04 8/400+0+t 8 +CS+1+CS+1 S QUANTITYpER JALtB W000 1+C2+14Cbl 8 1+OC2+ +t+C2-1 a t+C2N+Ca+t S t+Ca-/+ 1 8 14C2-t+C2.i 3 t+CB•t+Ca+t a 68.000 1+45-1+CS+t 8 1+C2+l+c2.t 311-C2.1.0"3 1+0+1-(2.1 a f4C2.14C2.t a 1403+1+C8+1 8 QUANTM 84800x3&376 t-42+1+C2+1 2 1+t2-1+CII+1 II 1+02+1+C2-1 2 1+C8+14C2+1 Z 1+424+4:2+1 2 t+C20-0"2 A ��M COXTERED, 0&000 14!54402+1 a 1454145-1 9 146.1+02+1 9 1+CII+74C2.1 a 1408.1402+1 a 1+CII+1+C241 ON SACH MMMUO RAa.PUB(/)9 ANCHOR AT EACH OPERADLEVENT 80.626 UC2•1'Ca-1 3 1424+6+1 S 14C2+t+C2M 9 1+C2+1+CZ+1 3 1+6-1+02+1 3 1-00-03-1 3 PLUS(t)ANCHORBATFOM8ECT10ti. " S100O 1-42+146+1 3 i+C2+t+CZ l 311-MI-0+1 3 1+CII+1+1:2+1 8 1+CZ+1402.1 3 1+C3.1+C3-1 3 (D)ANCHORS TOTALATI$AD AND ML. WOOD 1+6-142+1 3 t-6.1+6.1 8 1-0+146+1 3 1+CS+1+C3-1 8 00.142-1 S 1-6"43-1 9 6&.000 1+0+1+6-1 3 1+0+1-6-1 311-00-0-1 3 1-0-14031 a 1402+t-C2-t S 1+CS-1+00+1 3 (3't@LtLD.ANt21�13PA4240) 74.DOOx=xs f.6.t+42+t a t+6-1+450 2 1+42O+C2. a 1+0+145.1 2 1.0.1+42+1 a t.ca-Uae-t 2 3-NIAX 48AM 1+C2+1+C2-1 3 t-C2+1-42. 3 1.0046+1 a 1+45+1+4241 a 1+42.1.C2+i 3 t.Ca+UGNi S � .....��31O, M= 1.60+0+1 S 1.C2 1+C2+1 S 14C2+1+Q+1 3 f+CZ+t+LR.t 8 14C8.UC2.1 3 14p+1+C8+t a 34A D t•C2.14C2-1 3 1-0-1-0-1 S t.4204C20 311-0-142#1 3 14CZ+UC2-1 3 14C2+14CS.1 3 )S O X WODO 1.42.1445+1 a 1+02+1-6-1 a 1.6+140.1 8 t.CW.03.1 9 t.Ca.UCZ.1 8 UCS-1+m+1 8 $a= 1.6.1412.1 S 1.6+1+06+1 8 143#1403+1 S t+c3-1+03-1 3 1-6+U6-1 3 1+6+1-6+1 a yR0. . pd 84-OWX Sa.87!{ 1-60 +1- +1 2 t+C2+UC2+/2 t+C20-4WI 2 1-6+1+42+1 3 1+6-/+OWt 2 t4{D+/+C7+1 2 RA6.,I,YP ��•• 4&000 1+020+00 a 1 f+6.t4C2+1 a t+C2+1.6-1 a 00.1.4:2.1 3 i-CM-Wt a t.ca.f c3+1 a E)(AA4PLE CLUSTER W!QTY.OF(3)ANCHORS Amgamoelp 64saa 1+0.1+0+1 a i+Ca-1.450 a t+0-Uc2-t a 1.0+1+0 0 .1 a t4 .t+ca.1 3 t.4a.t.c3+1 a (SHOWN IN TABLE KEY ;. f ••• • 61000 1+6+1+42+1 a t+C2+t41:2-1 3 t+C3H+C3-1 3 1-0.1.0.1 3 1.CZN40a41 9++03+i+Ca.1 3 •• • • Wood t.c2"-M1 a 1+O+1+6+1a t+C2+1+6+t 3 t.0+t+ca.1 4 1.6.1.6.1 a++6+1.6+1 a 8k'MAX • • • • 89.000 1+C3+t+C3-1 a t-C2-142-1 3 1+03-1-00 3 1+OS-t+4S+t 4 1.C8-1+03H 3 1*04+1+00.1 4 ) 1fPTYP• •••••• •• • ••••• fi6.�7X 88.876 1+112+1+02-1 Z 1+02+1+42+1 2 1+454140-1 Z 442.1.641 3 1+60+60 Z 146+1402+1 Z S- " 4 •••••• ♦♦,��{f 111(tt • 4&000 1+CS+U42+1 3 1+ca+i+C2+t 3 1+6+U0+1 3 14CZ+t+CT+1 8 1+0+1+02+1 3 1+0+1.6.1 S X :♦q'2•:.•......... �'� ••••• 80.8% 1+64!+0+1 9 1+tS-UCZ-t 8 1+C2+1+C2N 8 1+C2.1-mi 8 1-CM-ca-1 a t+CS+1+C8+1 3 •••• :tt y Ru`�_ • a1000 t42O+42O 8 t.O+1-02#11313430-CM 8 1+02+1-6+1 8 t.C1H+C2-1 3 1+M-140941 a ••••••=*•• •No•° •••' J6606* WO00 146+1+0+!3 1.0.146+1 8 1.C8+1+fS+t 8 1+08-1409-1 4 14MI+C30 3 1.U".C4.1 4 0' + E 1 &1.000 1+6+1+02.1 9 1+67-1445+1 S 1+03+1408+/3/-6+1-C8-t 4It+C3-tKS.t 8 f•C4O+C 4+1♦-own I-a BMW �NMPI.E CLUSTER Wi flTY.OF(4)AN Hd ORS 6 z-yyo _ •i••• ttno ua40arOm+3 ANCHORWE SP XOX 115.1/3y}9 •• .�'., " 1r\1` •0000 lR. J O lBdiPlbHB NOTB N0KOI6E,PL94416 Xk - ♦S ♦ • Px msma7 c &FDA7 VJW MMTIAWI880t4670AMMM04V.APA oat I% ALLSL N iITALRaLLERO1W4t1� ♦ • t�owe N slits " tawo 7T8 8 +11 41?71;0 A nmoo*:* • • • •0060• ti ANCHOR QU TITE )&OXVkqNDOW8 TA13LE 6 NOTES: GLASS .O,H OS.ASB TYPES 0.O.UJAK L ANCHOR TYPE a,3. $ t,CONT 2,3,WOOD X COMO 1,CONC t TYPES: 1• BLW TAPCCWS 2•N4'BLC0864 CRETE-RLEX 84728T2p.8tXtEWB(ft &BUNTRATE; om NES 973 SL5E of ^t a0. °� 43 Qamir LAAU (10 FT.GLASS TYPES G-L SHALL HAVE A HMB'LAtO-(IB"H8..Q0.'I!8'HB) ® TEWEREd L&GLASS CAP.SOTHTHE AND 37.000%38.378 1+C2+1 2 1+C2+1 Z 1+C2+1 2 1+02+1 2 1+02+1 2 1♦C2+1 2 D 711(rLAM•(3t0'A,03 3"r A) ANCHOR QUANTM RL8M NNt71ANGED. E.7M8•LAM.MW A,080,3M 8'HS) 48.00 7+{2+1 3 1+02+1 8 1+C2+1 3 t+C+1 3 1+C2+1 3 1+02+1 3 F.7r10`LAW-(3MW HS WO SMr HS) 80.8ffi 1+02+1 S 1+7x+1 3 1+02+1 3 1+(x+1 S 1+02+1 3 1+02+1 3 aIMS'LAM 1B'OR31WA(MBLI SMS'Oft 3W SPAM SMS'LAM•(UrA,.=1e)'A) H.1wr LAM IG-WON MrAWKI QMWOR WSPACRL WtV LAM-(W&M0,118'HB) KOOD 1+(2+1 3 1+C2+1 3 1+(2+1 3 1 1+C2+1 8 1+(2+1 3 1+C2+1 3 L 73170•LAW IG-WOR 3M8•A(MK),SMS'ORSVSPAt2:M18`LAM-(WHS,A80,1J8 HB) MOOD 1+02+1 3 1+(2+1 3 1+C3+1 3 1 1+(2+1 8 7+(241 S 1+C3+1 3 113grLAM IS-W'CRWG'A(YW.LMrO 1WSPACE.VUrLAkf-W8'AAM3P A) K.13M8'LAM IG-tr8'OR 3lMC A(mob SMO'CR VCSPA1 F WW LAM-OLMCAAM VWHB) 63.000 1+02+1 3 1+C2+1 3 1+C3+1 S 1+C2+1 3 1+(x+1 3 1+03+9 3 L73M8 tAM 1G•v8'OR�tB'A(MN)9MG OR iH'BPAR%!7/18•t/1L8•{&M8^t03,O0D 8Yt0 lB) 48.000%58.978 1+C2+1 2 1+C2+1 2 1+(2+1 2 1 1+C2+1 2 i+C2+1 2 1 I+C2+11 2 A ARE PER ADJACgNt TAM AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+0+1 3 1+C2+1 3 1 1+C21 S 1+CZ+1 3 1+C2+1 3 ,FO Gie!!lRNl4 gt :R WI DOW24TAML 80.828 1+C2+1 8 1+C2+1 3 1+08+1 311+(2+11 3 1+{2+•1 3 1+03+1 3 F�AOd *101WMAX NSACFI!'�E�M�TOIG RAILCENTERIJ 84.000 1+(2+1 3 t+C2+1 S 1+C3M 9 1+(x+1 3 t+C2+1 3 1+CS+1 3 18SwMAxPROMCORNFAe. SMOM 1+C3+1 3 1+02+1 S 1+C3+1 3 1+03+1 3 1+(2+1 S 1+03+1 3 e W MAX.FROM.AND 22 Vr MAX CA 83.00 1+C3+7 3 1+C3+1 3 1+CS+1 3 1+02+1 3 1+03+1 3 TABLE KEY: 85.128% l+C2+1 1+02+1 2 1 1 2 t+C2+1 2 1+02+1 2 1+02+1 2 2+03+2 3 CMANIMPER JAMS 1+02+1 1 8 7+(2+1 3 1+C2+1 3 14C3+1 3 88828 1+C2+1 3 14C2+1 3 1+C5+1 8 1+C20 3 1+C2+1 3 1+C8+1 3 HEAD ANDSILLANCHORQIANT111E4 ACLUBTPR MANCHWt6 64000 1+03+1 3 1+02+1 3 1403+1 9 t+C3N 3 1+02+1 3 1+03+1 S CMITBRBD ON THE MWING RAO. SMOOO 1+03+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1 1+C3+1 3 PUISMANCHORSATOMMAELE 83.000 1+03+1 4 1403+1 9 1 1 3 1+03+1 4 1+03+1 3 1+07+1 g ��� .m AM2t�TOTAL AT HEAD AND S= 80.000 x SUM 1+02+1 3 1+C2+1 2 2+02+2 2 1+02+1 3 i+C2+t Z Z 2 48.000 14 +1 3 1+02+1 8 2+03+2 3 1+(2+1 8 1+C2+1 3 2+C3+2 3 (T MOL MMA1 SPA G) am 1+q+t S 1+02+1 S 2+03+2 3 1+08+1 3 1+C2+1 3 2+03+2 S 84.000 1*C3+1 41+12+1 3 Z+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 80.000 1+C3+1 4 1+C3+1 3 2+(4+2 4 1+C3+1 4 14(3+1 3 2+C4►2 4 t 61000 1+C3+1 4 1#0+11 3 2+04+2 4 1+C8+1 4 1+03+1 3 2 4 ir-�.- A Q G5.WOx 38.375 2+C2+2 3 1+(2+1 2 2+C2+2 8 2+C2+2 3 1+C2+1 2 2+C2+2 3 1 48.OW 2+C2*2 4 1+02+1 3 1 ZKS+2 3 2+C2+2 4 1+01+1 3 2tC3+2 3 G P�AW1ACl 82828 2+03+2 4 1+02+1 9 2+03+2 3 2+C3+2 4 1+C2+1 3 2+C3+23 EXAMPLE CLUSTER W/OTY.OF(3)ANCHORS • •••••• 64000 2+03+2 4 1402+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 8 2+C3+2 4 (SHOWN IN TABLE KEYABOVE) • • • MOM 2+03+24 1+C3+1 8 2+04+2 4 2 4 1+03+1 3 2+04+2 4 •• • 83.0W 1+03+1 4 1+C3+1 S 2+C442 4 2+(3+2 4 1+C3+1 3 2+04+2 4 83a'MAx • • 74.000 x 3UM 2+(2+2 S 2+C2+2 2 2+C2+2 3 2+02+2 3 2+02+2 2 2402+2 S �18tWL *00:0 ••L • •••••• DM 48.000 2+C3+2 4 2+C2+2 3 2+03+2 4 24C3+2 4 2+C2+2 3 12+,M+21 4 ••••• �� `(L 0/i • • >�.8Z8 2+09+2 4 T4C2+2 8 2+C3+2 4 2403+2 4 2+02+2 9 2+C3+2 4 �y r"-1� •••• � ,�tI(,i•Exsg �'� •••••• —JNA` A ....... • • 84. 0 2+03+2 4 2+03+2 5 2+04+2 4 2*C942 4 2+03+2 3 2 4 • ?*i • • 6D000 2+03+2 4 1+03+1 3 2+01+2 4 2+C3+2B 2+03+2 3 2+04+2 4 MT6.RAS. •••• _ r •0. • •••••• MOW 2+03+2 4 1+03+1 3 2+CA+a 412+0021 8 2K3+2 a 2+04+2 8 SLE CLUSTERR WI CI Y.OF 4 CHOW•• Lt u7rmr a aluree mtSdr °i"" i !+� •••••• _ ANCHORAGE SAACM OXANDXOV I a xtcwm� +dS7AttTE 7Htl110LO8Y0RW '."Zt`''.R ��:.__',���, • ax t: cx�ttmtesm aaserr7 at4tmAxar�tcAR Pam au°, 'N° ALWA FJDMWWAL ROLL£R NIl 101+1 flIVAt tt��:�`� •• nrnr4 1410d)lum w.ui6fn' ,•t. •••••• ,w,a errs 10 •11 arrr-ld � r w w 13140 WL EA.TYP. RTES: MN.3.4= _ 2x BUCK 1.FOR TE APPLICATIONS IN MIAMWADE COUNTY.USE ONLY MIAWDADE OMINTY APPROVED IW BAO CONCRETE NOTES 13V TAPWTIB EASIEDED i 3W MIN.OR IW864CRETE-FLEX EMBEMED13fir MIN-MU MIM DISTANCE FROM �`:'-:• NOTE MIN. TOWNCAETEMMIS13Ar FIATHEADANCHORSM118TBE02TRWITF2:W ix WOOD ^T 2.FCRLWODAPPLICRTKWMIAM•DADECCUNTY.USE 012STSELSCRElIf8MORIAYSS4CREFE•FL0IWITH N 33 — 7100 TRIIIFIT HSAO. S.WOOD SUCKSOWXI'ED INTHESECTIONS ONTHIS PAGE AS 1x,AIIE WHOSETWALTHICKNESSiS INS 1w, iW THmiur.1x WOOD BUCKS ARE OFTIONAL IF LUT CAN BE DWALLED DIREMYTOSdJD CONCRETE. MAX WOW MILKS DERCTSDAB 2x ARE I W THICK OR GREATER.INSTALLATICNTOTHE SUBSTRATE CIF VKOD H81 BUM TO BE EN DBY OTHERS OR AS APPROVED BY AUTHORITY HAVING AhtMDCMK CONCRETEDOpNOTE11 4.FOR ATTACHMENTTOALIAIIN:THS MATERIAL SHAM BEAMOVD N STRENYi1H OF$003-TbANDAMDCNN NOTE2 DETAILS OFtWTHM THEAL4M"N STRUCTURAL MEMBERLiHALL BE OFA SDETOPRONDB RILL"PORTTOM WIND=FRAME SOMAR TOTHAT& M IN THESE DUALLS FOR2x WO(2 KICKS THEAN(> OVIALLBBA AE FRAME HEAD SECTIONS 012SHMET METALBCREW WRH FULL EN GAISEMENr WM THE AI.uND"IF THERE CMUMAM MEr,THE RE&BCrW DESIGNPRESSIDWAIDANCHORACESPACM FORANCHORTYPE 2 MAYBE USED. !ld• MAK. S.MATERIALS.WCILOM SLIT MW LWTED TO STEEL SC%v^THAT CCN E KM CONTACT WITH OTHER &flM •-j'•11 Im MAXMIN. .SHIM�{� (j,Vr M DIS881aARMATERIALS 8WU1 MEET THE RECA)I NITS OF FLORIDA OAt.DDIS COQ. 1 (tA K9J� tDIS�TIIMML CC PER NOTEI CL K81WIRD CCNtCRETEANCHOR. ANCHOR ,,,..J.1��NOTE I8M• n L..J ——— N.ED 88LLLDETALLBASC,D. SH) 2xMWBUCKNW93 Ix WOW;SLICK7I 8E8NNUI.WKa _DETAIL E (y,Ma DETAILS E.Fa 0 TYPICAL FLANGE FRAME JAMB ! ANCHOR-N vwm ANCHOR CONCRETE DETAIL H (HEAD) NOTE NO, 2 hum 131 DIA MDL x 21W NAIL ATCO ANDB•O.C. Ur lwL I TYPICAL DETAILS G,H 8 L MAX MAX A •� 9 9 9.9 f • sea • N1AXIfdG • • • • ..:..•; •t• T 1 .'. _ M24. 99 • ••009• .' f .•,,.� 13fd'MP.CONCRETE • tLLIt1I J ,,�( • • 2x WOOD .•i � `���`•C.�':•L rri�� f••••• DETAIL CSUCK, DETAp p ••000 :�e�s �q • • NOTES 3 DETAIL G(SILL) DETAIL 1{ice 'k' SUL SBS• i ilr� ••••f GE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN sa RAME§gCO •*••• -0 Moll ,v n ?�.5,�S•„"YP+1t �.c. 0090:9 •09•0•••• • t f AAAGEDETA aMmsm .: te •Ramrx AJAL F �CMTAL -row 1 wliel •a 0000•• •• Y Y MIAMI•QADE q b .� t 4 fl IAMII-RADECOUNTY i c`i .c a •� •� g PRO UC CONTROL SECTION DEPARTNIENT OF AND EC OV1t I I R FS I 0 SW 26 Street,Room 208 BOARD AND COD �IOPI DIV Itt o .m ro T{781 -2590 F(786)315-2599 NO OF xAo P- �'" u iamld a ov e o om GT Indust rt k �, .CC - .� " 1 e oo North YenIce, < 's V SCOPE: _ This NOA is Wing sued un loplikawit�� �,�g�ilati� ' g the use of construction materials. Thec umentation su �;hii a :o �l red gc�eI$ed by iami-Dade County RER- Product Control Section to be usedi _'� 'C�unt a &othei ams where allowed by the Authority Having JurisdichonjA�}--1_ - This NOA shall not be valid after the exp tiva o`n c�a stated below.T11-Miami-Bade 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 AHI may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements 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 740" utswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CAwo-L1VI,titled "Casement Window Details-LM & SM'; sheets 1 through 10 of 10, dated 08/08112,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, PX., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. " MISSILE IMPACT RAT •Large nd SmaU Missile Impact Resistant. LABELING: Each unit shalt bear at 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 beery f4eJ Vnd thew s been••,'• no change in the applicable building code negatively affecting the performance of this ffoduct. 0000 000 : ....:. TERMINATION of this NOA will occur after the expiration date or if there has&WItYevision o1•change:....: in the materials,use, and/or manufacture of the product or process.Misuse of thisA'OA es an Hdol'sement' • of any product, for sales, advertising or any other purposes shall automatically termMaMe this 99!1--�ailure;;;;;• to comply with any section of this NOA shall be cause for termination and removal RROk. • .. 0000.. ADVERTISEMENT: The NOA number preceded by .the words Miami Daciep ge1nty, Florida, and •; followed by the expiration date may be displayed in advertising literature. If any portion of%VJpA is"***** displayed,then it shall be done in its entirety. .•. :0000: INSPECTION: A copy of this entire NOA shall be provided to the user by the manufaby*x nr its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. I� tilAM DADH COON No:I2-1218.09 Expimtlon Date: , Approval Date: April 11,2013 Page 1 � r : t PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details -- LM & SM", sheets 1 through 10 of 10,dated 08/08/12,signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory,Inc.Test Report No.FTL-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS I. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 12/07/12,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 00.. 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont IleNepours•&.Ce.,Inc...... for their"DuPont ButaciteO PVB Interlayer"dated 09/08/1 f-dpiring onrl l/16. •. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont Deltmours&Co',Inc.•..... for their"DuPont SeutryGlas®Interlayer"dated 08/25/11,e#Akl ig on 4111%/17. ;••••; F. STATEMENTS : • .. 0000 . 00000 0000.. 0000 0000. 1. Statement letter of conformance, complying with FBC 2010, d DewAbbr 10,*..... 2012,issued by manufacturer,signed and sealed by Anthony 11ml+a4iller,P.& •; 2. Statement letter of no financial interest, dated December 16, :2012;.W4ed by'••'•• manufacturer,signed and sealed by Anthony Lynn Miller,P.E.: ••• S•.•.: 3. Proposal No. 12-1499 issued by Product Control, dated July*31:20l%: d by Manuel Perez,P.E. G. OTHER 1. None. Manuel .er Product Control Em r NOA No.12- .09 Expiration Date: April 11,2018 Approval Date: April 11,2013 E-1 • r a e GENERAL NOTES:SERIES 740 WACT•RESISTANT rSLABOSTACK--f WW5ME8TVWND0N DES MP elA✓lBMTOG I RVACTRATIND YMBES, RIIT�FOAlAROEa•Dwt MYANNOMmrOraa• UWAM�oR -_.077'oUFWIfBOP n�F rorRAse�o aT�T®r000�rwarxTxe a�arm�sds w.ea RRAmn.ws GLOW mts• OR A,&ITs BUdODXiC00B,WOLWFXiTtiEtl�i O. -._ w X17 0am RHOMMMISMAR NWNUBtiD@IY OE h 48.478" .C�WID71116 ,1Ma•OASSBITI 98 „7,6•W.A988RH iffiN!)N6.72+�BEAT®GLAd8878fALtA1 �0YB9CP1Ti�iMIE.Tf1H oureDARDLRe,caFlMUBTTO. ua�TaB.47atxEAoaeNt STFCRMR8079tYA1 1TNNi81N11BN18-0ADHCOtMII'.11�@4rNG1NWME Pte•_J� ::f J.ll J. a COUMYAP,+MM MASDNRYAXOMOM YATPRMUSEDFORANMCR BVAVATNMISWWffiSOUTHERMPBE.AMM0480081 T8 wwom rtwm .� NI o Ss AW CITE WRN MK M MAXB1011 TYPE.88E TABLE.%GC'ET 0. 4fALWoo suco easIww,.iwrr AMTOSOoot a CiLASBTYPE1 G;LA881YPE3283 NSTA JO10M IX WOOD BTXNNBA E O PTCM&P UM Is INSTALLED YAK DDIEC77.YTOSIIBSIRATSi800DBD07BDWWWASMARS VU"TI XOR A � ALSO � mom se'+wt fRl MMIXAtal4AetiM(MMUBB078HAt.BEOICPMX XY « �� I � �.}f. SWlAMXVW uctN,mFn® TRANIM LOAM TOT,E STRUCTURe.YI�DBUpIDMMANDOSTALtW= \ t ''� �' am� oU8881oocK mT1Df 4MBLffYCFTIBS CRNtgH=CFR W AMOMCGLAWS W MAX Awoupw MCANBPACS iAxnroRmBaBo�rTaed rxTBRw mrdu�eBYamgut ate oc surmrewD vwm �,.,...mrmpmmr OR8T11CtX).USEA71L7MOFSUFF=M TABS OR ,p.A ep Mt!•AMNIMQaGN TABLE 3.SlIEST4.MRRROM1.N78�1T8SAANTIBtIB®ONALLFOt1Rt OF 80. /\ USEANCHOR 99 —allee m `r�AT oMee YMFRAYS.OStALL41 Atglf 8SHD"MOU&BD.OVOLUL f ��� UNIT GRAM IS DOW BY OMMA70�IBBEMNOTHESCOPEREBMIMANCROFT� , �T Sr i 8tfl (aA8S81TE itr18.O,A66 SIM MER 9)ORMS RE RE DATEACRAIXNNMLOCATI@1VRSYiB'11BFPINmU Is / / 8 e N'OTFL1NOi tO'Dj,NlBSTMTB.INf@&SYIBGPABfEOFTRWImuam 7e' APPLUO LOW&WDOO BtNNiB.BYOVIROM MUdTBEOLMMENtLYANCHOM NHfWT 31 w 4t ffi TO ftMl LOADSDros®oNTN®aeYTiiY�aE / GLASS TYPES 4 8 5 0680 TYPES B&7 ANEOA WSCOSIGN LOADS LOADS SAMON8TRUC( YGE MET P . TaMWt D.POBIRYE OP.&OIILOADB BA�DON WATBitTEeTP .BTINCRAiA! � ®�� DYCLE TEBI'PRH88lME.PRAYB ANN.Y&SAND�ANPPAN8161E1A0. I vwWAaeat e)TIOTANOMCRAOB7B,iNODS TO nm MYBSB®I D1W 70RBS7fTTHB j _ w W410LOA08Ola%7&iTb7T@p480677PREB81Am.TIIB 777--- _ YR' o1AN MY'AMBA®oR IB•17a'A BTIW'8S0X1RRA�NA8NOT8eW11JB8D E1T7EOE•C9/@7788 } S tq.lflMAX.O,QErWIDT,lIS 80 ANMIC6T.TME79LOAD WRATf017FACTORI UBEDPGRTlWET9uWTNSiOF ,7. _I yStABS ANp,DRB DITO WOOD.AtxltpiBTNAT00M68if000MMTWRN0T7EBt 95.478'dOVENQ�MaSLt) DIIIOAT�EAL881WJ.SffiL'7'THEiT80P17WPLORIDiA SB'YIB�.E �!� BilgA}NA ODDEFORODRRO.0171✓�BTANCE OFElpMi LOLL ® 19NB'O,ANNTE pTearREPOR,aFT�To� aieo 4ra�eicoaTwlmN TYP.ELEVATION OF B •••10 AAasA � CASEMENT WINDOW 4t ••• i•i••• TAME,: tiLA88T8a36 • • R4Mn °� FamN�l�o „1„ • • WAN Types Sleet9 � Y LYIdK AO4 i • 9 f ,Ai.MOTEB_•.�..._wt J AivMP Al W.••• • • Ih.j� • 3 I�•.080 -&18 7 0,A4ogDeTlUTA. t *?• Ro.887r>S '*� '•. 4 Leal.IG WM-VW Air-UW An-AW i i - tt ASSIMMYTUDI DEVULS S `{ "�•-•• - f_ 0-00- • • •• •i 78 ,a a ae- _,3rff An s AiCHORSPANn T 44 '�''• �13 Z — GLAZINGD"All J(�O90WSYJ A4'L1trN. (W18 M• -Sri6' 18' 7 p$lMg1P S...�......8.8 :�'n' '. � 10711 TDGHiOLOCY om flirt S Lora I0 T- - M- =cry= 10 o c�S....?�..�••aG��. N.VOCE,FL D447e CASEAA�i�01 N DETAt§ em I SM 2 B 7AP Ltmd.N4 8•T-, Air-0118' ��AS�ONAL G;.�` nac I FLIsaa74 i • �7h r art wcnb,I�r,Ps CEAT.of AUIH.1'49286 CA•T •• S 1 OF 1d• MD-CA740-L@Ile � ••••i• • • • • • a 4 INSTALLATION SNSTALLATI IT�M OPTION 1 WOO U STARCe OPTION 2 OFQ04 DISTALLAUMAIMMONS WSTMMAT•MANORM .?Im wom } OUNDIRSTRAM MSTALLATMAA MANCHUR D8NTOANINDAS OSZB6TI.YBiTOAL7'AL. &TAW8� �4`J R t.—.--- &ICIf WmSH —�—•'^� / _ ATTX2•DTO 82 —� TYP.A1 `• Sm ATTACHEDTO 16 19 —C NPDAfiEWIL m it E •� !-+• VENMU ` rg�,t3 A/28TDEL .• O AIS18008 .. 4 (� 92 33 O v t gSTAROE PER •!+•` TAME SUIBSTPAM3,SHEUITL 22 23 4 SUTAMEa. '• i'.: O 20 U OD EDS 0 - ,9 84 CADHAPPROM ,_ 3637 9 NAmmiK DATu1Ame 39 5 /u1FRAMMOOR ATmam TD L 32 ATTACMTOVEARSEl t 97 steer eTuo PRAMS M 13ftlBSDM9Kr•• 1 I+— —'VIB•LEtIawvwTN(OLO1 -----=- 3 8 mmulm ! ATTACHSD70LVBWJMG 7SERTARLS0.8NRET � WD7dWVTOPflOMAODON 8 ID t2 FLANaGM B1 to 9�DUAc HORIZONTAL SECTION A-A wnraooY VJVftV&WH Am Ire mff AAE® at etna7 YA�rN vm�sA+tmroE aEm0ww®TN.1a92 14 10 lIAM• 11UBSOID.YSI.9TRAulAPPRDPPIATE 1 Dt3TALLDKa HEWW MItl�EITN•71/Z t waa A Lww ONTAmM%Ql T4. ; 918TN1ATWli VA40fOE LEBHT•FORISAA• Emr PaLOW NTARDEDGE MAX D1erANCELDS78.ANYWSTALIATI014 y trmax aNatD016.=17O. VMTMt1RID NVAll N•t mff OiRfOlim10Ni1NAYSHUSEDONAM! / f pgTpttEp7Hm1t 1T •iq Ef8RD1T:YgNDgp .7 ••• I ••• SE2EOF11Et WESID3L 1 VQ 0WEP•A•SSATVMPX 00 • TOFRAME 21ALLWOODSUC SLSS9THANt-N? PROMSAp/8i�� PRn►H • • • TMMANSTODE IX ft, 82ET •• •• •• ATTAMBUTO .N11• IWLLLAIMMIXW00DBLIMAEEE FRAhmAms L OPTKWA..UlQt NAY6HVlStAUM DESiOTLYTOSUB8TRA7E.WOODEOCR9 —►{ �+ 11MAIL AANOW d..* • • ATMOMp•70 __Ammal l-w71m0I0R e`•���A2�� �0W° •• • 464,0410: Tm VESITLS•S SH"BZ TOPFIGPERLY $ A tLOeD• • • TAAN�1�To 7mana Orm • • ••••• 22 W00DIA= ANDOWAL ATYON O 1 • • 38 39 p• iiimi •• •• ••••• 1t SmTHENNESSTOSEtAr.""' t8 t8 � ••ODETA621 At At ADAeMa � 8 ED 1 19 04 BUCKFIW. ,�J� C/NM p�SHNOlVZ ' as aee • " • III -7}- Dab •• . .•: ur CROS aMEeoAmFtT CROSS SECTIONS 8 INSTALLATION J ROSOWS10 19/o TEJDD7WAC1'OWL aw rbtc �............ gip.'�'?�` N r cR s CASEMENT WINDOW DETAILS-LM&SM 08108f12 MTALLATIQ d OPTION 9VERTICAL SECTION 13-13 NOK Wi FL 34274 g y�� ude s..e u2 x> Taor 1xA aro AL1I�LDLP& i-a CA-T40 NTS 2 OF 10 MD-CA740d M CASEMENT(X) CASEMENT f CASEMENT(XXL AWNING/CASEMENT I FIXED CASEMENT(X-X-01 �..-•u�,�MOTET,TNtem}188T �, AYAOBRIT /AN , a VRAM L- •, -A •Y PMMSA .YTIIBB TOWERS —OASWMW ► vmxvgx N.148i00N MRSMBB WT 4MNDaM YTCWOM / tOWM@I.RGiB04lL'TOTHENEXT WITH , , IOMt SINVISSFtp EM PROAM m OVAOSIMNOWW ern. aR� T08E @ Yt18H t.�BBL@N»tMYBEATAO1 . t1 THOPRAMMABmtBMYTIJOLF RtMFORAICHORAMBIWAND , FBt®NEt00B1``� j I LPwTA"M a p '886PROMMM 1AARORt 3)ALiWPECINGINTHE IMITA"T00i8P0Cti COMONAILYCOlBM.YMIMWDWRIODUARNTO ° CASEMENT NXTIONORWIDOWa s� Ofispommmok \ FRAME/ »AYONIXDdlBTtEIAlR0tWM81IWWREARTrEOd.RtaOtMIPmFmR0a/Te� lATBOiNOl88 IEiLPGtX 748898EED Tt68e8 FO4yfAM1&D1�ITUBE iYTdBErm8iRtO8�8.T �. ••• ••• AMMONS CASEMENT T•OWiOXAB POBWEU88LUNIMSAME MLtMXrsEaEs AS 1 ARDGIAB& THRO FRAME •• • FRAME AEBY eY SSS m o ABSONLY (AB- TRE tAK#Igx WASOPPLANSINIVOLMM44MMORSE tg ••� am 7X EmWW4. r SHWFDRYOII/t6A8mVMMENdOW mom BtT a Y'ft ToollasmT • • P@ID)IBPROXXdS lEiWOPi 7t08ERt� TEDBEPB:B � Amaym mmme• 8 6mmam Att MBtExpY Y MROWw PRESSURE lmtmu FRAME CASIDOW TIm SURISS • 0 j � •• I ANCHOR GROUPS'. �/ or ra FEW nFoaa,L � ES TTw IODUMENSICUSSHOWMD fp0 1'tB�AT t BFBDWN.RDIJtW WTOTFEiNEXT �tEACN MU®ORMMAMERTICaLYOR NOR<SORTalYCOMftd•DASBtl�.Y: )(L+RTM.ALeHGIWVD-0 SPI E$ BAa0A8BBEE.YTt•E •••• • • •• ANAAEAE1.E YaOMOAHTmO1T � OiBFWIRiOtlTNE »DEiBK<@tEBAOfC7a.WmIBOWTYPE.mf�aW 6tAm61bYt•1P.8EE PR81RE818$TlB68FEOT.IxflITOIBtA1CCi01A1WPIWkTAt11.E&816?ETi ``ttttt{l ll�,�: TAmlE& ¢i PROMBFRETBtLB.FBA0THE 8FIEETPORYOtBiOLAmBTYPE 8w•B�Pra•A„nLrm, • •`� yfK+M�I �� 6)t�itiTNETABLHtA� ,• 1t6Yar !rte • tSR MEMmOW I�I�' my pPid TRE IMlBIOIP PImMTF•TABf.H8tAm84W'088PBNPI JFORI (7TFAUBfLlxEx$�tiGt'OEPT • S YMmA A B0 RFAYIVW OR' NOO : Na 80 AY �TEg• p / jFORMO6AJaDOTOAW�Na lRMBA&�IY '.* IRI8TBH 008tbRBAO1WeWOtl7BiTiffiA88E1®I.Y,ARD TMRLOWHBT RP APPLR.BTOUMMIREAm�.Y.DBA piBtRWMA11g0ET1RT6TB: W'• 0 1 _ JAtB8��Y0 ltMR�K FCRSMNCrrMiMROMUPTCnMA=AVALABLEVWMGRHEIMffUMSMMMWMCNMTAKM 414 4IamWYNETASIA ABELSO 91�00WMRp40R8RRAt/O7�'RABI.E 7.SIE•T4?. 7tmI NUGII•AOFAtCdSO�N��INTF@NEAAmELAPtOJA1E18GP �+tloo MCMs '?2:•.�:W`� mjYBTaLA8PI82TNE YOIRVWDOW. tWW A o60 i��•,•.!2Op{pi• R•TRIWTWN8ON 81d1ET2 8ydE4TALLA$PIDtTF•MOUCTOMONmNM2-&NOTEUNTA•OTIOIALa IMOMTIB:MROMMAbMWOTNEtPa MTER"M•B BBE mNE"AAWTHATM L#VXraCHONSARE 108E OBEDTHF4M TRmvNA 2MODS FRAMEAmBBOWYTusa(m0EuuGN UtBemn P I 1 � T 2 k W6Wae AOdtae)4egdmd Jamb ftfterLocaBoaes 014u iameada loop PVB ow 2mu A 8 i A B C6 a A B C O A 9 06 A C A e OWN1.4aW (ryeax"" mmr2S Y R R or and KM lre ftcm .% -MMAMII II II 2 4 2 2 Y 2 8 2 P 8 2 8 8 8 8 8 ba ftGAMd aWtada80' �1. Jem 4 Y 2 2 2 2 II 2 a 2 2 2 8 2 •es O'C OWNS II 2 II 4 2 4 R 2 3 2 2 8 2 8 3 a 8 8 /2'4uA a4m t4'xxe.24m Jab 4 { _ f 4 4 d 4 4 4 4 _ 4 4 qm seep 468 a 80• emb nW A W II Y II 2 a R" 1 8 2 8 2 8 3 9 4 9 ma O.0 m O.C. •. RE:: / 4 ! 4 0 6 4 6 d 8 4 8 0 1 2 II II 2 a 2 2 a 2 a 39 9 4 4 f 4 6 ♦ 4 8 4 4 e 4 0 a 4 0 6 4 8 8 2 2 2 2 2 2 2 2 2 2 8 2 8 3 8 I I)UEY0 8 { 8 4 6 8 4 0 1 a 8 4 6 8 4 6 a 4 xLvwu)BTAm.BFORx 2 2 2 a 4 2 8 8 3 II 9 8 3 3 t a SIRWOMMONateeTt. T�, 0 8 8 8 8 6 8 06 >iNOAHp}IB2 a II 2 2 2 2 8 Y s 8 4 8 3 2 8 8 a ! 8 :48.07!ir e eaaaawo2 8 II 4 2 3 2 3 2 88 s 3 SHOW ro 0 8 0 8 8 0 8 10 9 8 10 6 6 10 6 8 1D B e Q 4 4 II 2 9 2 9 II 8 8 8 VAMOR % {... a Jab 8 to 6 6 8 10 6 DO)E9iRaN&WYN4ON (0,]j HUM 4 2 2 2 2 II 2 2 Y 2 8 4 2 3 a TNBTABLB. V-mo d DO 0 0 O TARE a VIA Mk )Ax Yk. AfW9 ®eM@LHI:FCRW8i00W0�INATION&IONN2®.0ME7P18'AW B<O'IAb&e1LA80. •0-- x • • (� a • OAap An410r t F-e24 t1�ea EmSs R 2A'e1A90lRYN4CF10rr882T000NCABTa,� 80F8F OFABDIA�OIOANOHORPIATB FT-, • • •: N11; A 814,od SAO A)PAOIITAa814 060AtiONPAOf'fx+-79F8a MRTMJAM%FROM REURRI 18a.Al�NORTYPHCHABTf•MVOFCOtMID SUBaTR/eT8APa)OO�NOT R{x81WHT)R'AIItPW'B. •• • 81Y AMWA88•j NP 0)PR�ATAMA2.eANCtMAMR 242ACNJAM • • B N&MO888M8 • • -Awm Ow.OWL 33 I.OW.2DOL No D)SMSA.Y.2ANCHOMAR8 8)TFaRE 68LL. ••• • • • tp'owumme r N4 a. L90WRMUTBANM*MFOLL OLnDgLMMPR=M3WMMiON&HTL 10�•• •• • r C pin &11d' r ''Y 41 �7lE AMB•xi(F•ADa•Id)•IW.1I6�IRONN.IV%dtORgJTI@PW6�A88BdeLYTii!• �4.F` y'I •• .F'•'• • 4 8ffi.4(a1 eMa 826) 43 II 1 ar01$4fO80 BY8 a • • • 888 a AO�MTAa.N$AN ONBC OALLOINAOPOPN078M1L • •S• • ,a�. .L� be. a %PO Y%4A B.FRM'tA81.tE 6A 'IGIORTYPECMASnMAN MANDBLWMTB / • • t346' ��� t OE80.OAtJD 0088NOTf ZANOHWe ptATB. • a •,�q,•,..• 4G • 1}fN38 O tN-seaei i2gem6 tFoa y _ yes C)P14alTABI.E 2B,8 / DaBIM2tJA21& Bt• / • '•;*� • ,�ir; N.sa70i D)SWLAFiLY.3ANCKOMANB MT)•F•W&$&L *own= Kdwm1 e. B)018TPoBUTBAtx210R6 FOi1WY84ad2D�a1�F1�tBL$YATWWONBIffM t. { \ i ",f gb�I; :��y� tY18'2k01t2trmoa ROMPING 04 F)pgRa,_QN8N8L XMR LL1ADaNONA1.ANMiORCNTMnV• .rTl•B 1r S4• FHe08Mo% MW ff Imr .. '• ;.•���: t!•BOFTRBPOOa1CAi�1f(NEAO&SU,% '' s'• G; tams I-•Or m'..I S10NA6 2)A EMMA MORHNOAMB®aHt ADOR AADS BBYCPIDANYIlTN.8UB8IRAT8. OB' AL24•lQl6L PA a)A2N2iWt8 MAYBBN®O®AD,PN6IBADORR.AT)BAD. v.6s2Dm 6 ► . e TABLES FOR GLASS TYPES: aT. . Vega PJ 0.O1x8Y46M60va6,aARWWGMW 1)811W LAIA(118 AN-.08M PVB-118 AN) m 1089.. 4)718►LAMI.IG:(Ilia AN-7118"AIR-Ilia AN-.tea PVB-IV AN) 11.m J•' a7Ye slur M• sr 91"21 .Am .7660 .7086 .mo ."M .=w .7080 .7" 7W4 .MW 1 w .70F80 .7086 .704 ♦6w .704.76.66 !748080 .7080.w .mw a1.e1s .7orwA4 .7086 .91.76.6 .6.73.7 .7040.1 7r .7080 .70487.2 .9047.7 •e041A .MF89A •BOF80.B .F69A TB' .7040 .704/8 .70417 N-07A .F669 .F07A 0,8&,6 8888H8B.T8ta4PCR 84• 7080 .70-00.4 •70F7E .1040.4 -FMA �' h I.00AT10718AHD�IIWTRd.'8. g RG TA8LE0 q 1 � Dmge7. rgnry1pf81�aeAemeeOmiveakol7§e'ltlA6eOMy'T08 _ ^ 7CC��J9!! � O m 9980 " �1 sA tle0&2.r' 7a1•re' v4M' 3i .�' sr � AaNer lA4aPam Ahwom ANOWOtao AaeorOamO AndWG-P Aadm A s c D A a cao B A Cao6 1130 A 6 can B C& 8 0.caD mOR9r .7090 .7046 , .7050 . . . . .7080 . .6 .78780- -7-7571 .7090 .7080 .7080 . •• • atN>B' .70.98 .mw .lam .77050 .7086 .6w .7040 OW40 .mw .7040 •6w _7080 .79Tw .9040 7704 .70.90 .7090 .W40 • • Z 98318' .70496 .7071.8 .8740 .mw N0A1 .6w .7040 .70'80 .70180 .mW6 .Mw .086 .70iw .70F9D .7050 ••• •• • • • �' •701711 .793 .7040 .70740 4648 .046 .7040 .7080 0" .708TH .7040 Ma N0 m .7040 .7040 0080 •W ws • • •• o M08' 0808 0418 .7000 .98740 -mu .7080 .W40 .70-90 .7040 •70880 •7096 .7040 -W.X8 oum sM" .7080 -.3 .� • • �7' ®• N416 0406 .70144 T .mw 0418 .041 R .7040 .M40 .7040 •T07a2 .m816 .7080:9 N429 .m40b .70488 .70.71.7 .10.TL2 . ••• •• • 0416 .7040.7 •7&4888 .1463 MJU 004 .70479.9 .9040 N818 ♦70781.8 �7ab H#H i70.T1.6 .70757 •6WA ♦ / • a 7RIam2 . 10'YAt.•� Y • 7106 • g OaegOPoatplOeOLfrO�IOAwMmMOf08lPmmsAwmDit TWP � W9� • �•• • ••• j 6► p18wp lOgIR • • • e met9r 9618H0' 97+LP 90` 831? HowABOO • • Y • 8" "m aim 49111P 1NmorO.a10 Aad0f9mp A9d0r1aa0 Um ADMDOM A601gR • YS A9 Al AO AO O A.CaO A 6 coo A 8 C60 ,0'T8M1L • • - adv2• -MM -MM .W . . 7 "was .7040 4Ww .70448 .1046 on AOW1101Y11 1A1A71D7WAt&4FM 7T08.8�8f8[>r•• • t�i 0• 95-WW .MW .MW .WW .0140 .7040 .=46 .7048.8 .Ww .W90 .7041 .70740 0080 9AMMM 4L7 o. 9PORN R•.A • tlt JJJ 36sro 7704 .7090 .7040 .701 .6w .law 7704 .70496 .7080 .7080 .6w .7040 TW PWA6et7d161.Y 0,0 J�'e 48• .7014 77.90 .7086 .6w .70786 How .7040 7640 .70w .70w .704 .70490 nowTVBB. •• • • • fes` •: 8608' .70F90 .70180 .7orw .7080 •6w .70w -MM 7xm How .W0 w 00,9 .104U -4 • • i •, '. or .7814 .080 .040 .7046.8 .7040.8 .7040.8 .9047.7 .90476 .647.7 .=40.9 -M44.e .0418 86661166761a4PORVaNDOWARpWR •• �*' N0.6fftOb es .90190 .080 .7060 1 70468 +70t" .70768 .90789 .mow .90447 .W41f .7040., .70.717 L=TWWANDaVAIVMM8W8N78T 7r -MIN -MW4 •m4Ta -M-71A .8049.4 -WWA .8080.9 .800M •w48 0413 .AMB .7ffi3 3FORMYAo1AI10OLA9 MOM � 96• .mw .70468 .90417 .IVa -AM 0-016 098 .W2 N9A N51a mu 0418 Lt W=MFORTH8 P1TN18lASMdILY aim :•� at 7704 .7041 .70469 ""1 0419 0488 ' J,AORV.'•.AMMOUAKPAL ?� 918�8!@6T4POREWMBROMAV 0M6 PAJ00M a 7 e• FOR GLASS TYPES: UDw,nPa..wry.oa.ar�ew�mowa crm.w 2)7110'LAMI(3MOAN-.OWSOP-3198AN) y eaa VERB t -charWm -mm. .Dmm .Wtm -0&131 .W"o .8m4m 2&/018' .mMm .80-190 .9010 .WRO 4831•= .11431 .80&131 35-W .80400 .9DF180 !80190 .Mtn •Wmao •xrtm .031.00 +. 4106tw .931.131 .m%tm .80&131 -mdse •90.190 .31&4 }- b- -31.190 .00&� 4931.140 .40&aD -mdm -•00N80 in b0• .9mdm -win -31.180 -WSW .831-140 "0&= •W= w -W= -mm .831.190 .8O&1m .m&131 W= -m-Y1a8 88Efii�Ta 184FOR �i 72•- .swim -0&tm -0= .mmo -sommt .mRt7ab .mF11SAANCHOR q 7O' .90H40 .031.131 .80.140 .mFim -0.104.1 .8314107 .80.�Ta LOIAnMANO 181 ID's• l v er .90.131 .831.131 .98�%O .80490 !01.1{64 h N � � a3 TA�E9: r4t O D..Wpmsmfi"NrW8ka8WM"AeOekDloareftlrAl ReasA D7 TaOe 0�j 00Q9 •- m � Wye Dude1br`m� m' p- Al, Gm* ACOW040 Anbm Gloop AECW&o p AaamrSrmy AnaAerOamy Ae�rOmap y A 8 c D A 8 Can 8 C&D A 8 060 A 8 C80 8 - G-&Dj4W40 B Can W order 28' .7ar.9D .m.5D .731.40 .m.0s .moo -31.40 .11.50 .7N.m .mw .mm .J.0 47031 .meo .31.40 .3180 mo mm mm •• • K 304W 26t8HO' .3190 •3190 .73140 .M% .3198 .7090 .70M .'M90 .3180 .ram .73190 IMM .m4D .ra00 .70.40 .73180 .3180 . eD • 00318' .moo .mita .5740 .m-m .7m81 .mv .11.50 .731.00 .3190 .3180 140 .3190 .maD .70.40 •W.W .mw .0-eD.70Aa/ .d9a .73190 .70100 -141.O .70.10 . .76100 .540 .70.00 .meta .m . .31.31 .m�40 .3190 .3190 . .3180BOAR' .EB14 4818 .3190 .7 W N4L{ -MM .7040 .WS .7090 .ra40 4"2 .ra40 .3140 .7000 .m4D .31992 :3140 .3191.0 .11ADor .&866 .146.8 .70917 .m&m ms .78'91.2 .xm .7&480 .m.20 .73191.8 .mm2 •3180 •W.M3 .70.78.8 .7940 .Wna •mm mOr .-887 .&49.0 .316317 .m .1-W .047.9 .7&M .WMS .VSW .70968 N-869 .m9D .ra-T8.6 .m-D •ra718 .7" .8 .73140 0004E FEWER • '� �� Y y TABLE IR W " T{WH • • • /�4E ii. 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A{J H 824286 CA-740 NTS 10 OF 10 MD-CA740-LM c 4_ s FATHI ARCMEECTS.IN . .Are W 0001031 ARCHtTECT8 a INTERIORS PLANNERS IM3 btW I lTH 8 FUW PilAMOKE PILAU FLOMOA 33026 TEL:13M 439-32" " 8f�tl1480CttIt6Ct6.COfl1 y Date: November 19,2014 Re: Structural calculations for: _ - Saltzburg Residence 94 NE loo Street . . .... ...... ...... .. . ...... Miami Shores, Florida • .... . .. ..... .. .. .. . ...... . . . . ...... .. . . V: Design Loads: Roof L.L. = 30 psf Roof D.L.= 25 psf s� Wind Loads as per ASCE 7-2010 Florida Building Code 2010 Residential rt " �Xlar � 2�'-� �'• G ' L040 -rh To 7-A-1. 1p � -� 2 ' V a � � z x o' 1-3 4-(1 - 6, x 1 0000 • v 0000 0.00.0 •. • • ••• • • 000000 •••0 • 0000•• • • 000.0• • • • �} 0000 .. . 00000 0*000 •. • 00.0.0 . •• • . • • 0000•• • • • ?T • • X _ 4- d � 3 f�'dl,� X�•I �" � ��I •..• : • ••• 0 41 o �• • 45x -7-.3- b3 1n Jl� , 416- 3 1' e5-. �;- /f O A) NIX. Vp,0f,7 �'S. !n 5 �'SF ;99• 6sXR .Y2 #- z4 wl • �j\ ��2 5 To --fit� ?.. :: .... To>AG 14P;4vi7t/ IZ, 4X 0" o = Table 1B SOG t PMPOMO O#.lib +� �l�4S� Salm �Laube X XAXb Y YAxte Stwdod Area monwd Momem A� ow Pet in pMW W(IbAk) Non" p of SeoSxs of Seo9on of Size SIM(S4S) 3econ 4 O&M bxd bxd A Sx 6 Sm to khesxROM in? &t.8 h4 hs h4 25 Wks 30 gL&3 35 DAL3 40 WIP 45Ibm3 50 b jt3 1 x 3 3/4 x 2-112 1.875 0.781 0.977 0.234 0.088 0.328 0.391 0.456 0.521 0.598 0.851 1 x 4 3/4 x 3-1/2 2.828 1.531 2.880 0.328 0.123 0.458 0.547 0.838 0.728 0.820 0.911 1 x a 3/4 x 5-1/2 4.125 3.781 10.40 O.5t6 0.193 0.718 0.859 1.003 1.146 1.289 4.432 1 x a W4 x 7-1/4 5.438 $.570 28.82 0.6M 0.291 0.944 1.133 1.322 1.510 4.899 1.888 1 x 10 314 x 9-1/4 8.938 10.70 49.47 0.887 0.30 1.204 1.445 1.888 1.927 2.168 2.409 1 x 12 314 x 11-1/4 8.439 15.82 a" 1.066 0.390 4.465 1.768 2.061 2.344 2.837 2.930 2x 3 1-1/2 x 2-112 3.750 1.553 1.963 0.938 0.703 0.861 0.781 0.911 1.042 1.172 1.302 2 x 4 1-V2 x 3-112 5.250 3.063 5.359 1.313 0.984 0.911 1.094 7.278 1.438 1.841 1.823 2 x 6 1.1/2 x 4-1/2 8.750 5.093 11.39 1.888 4.2 .3 1.472 1.406 1.841 1.876 2.109 2.344 2X 5 1.1/2 x 5-1/2 8.2,50 7,663 20-80 2.003 1.547 1.432 1.719 2.005 2.292 2.678 2.685 ` 2x 8 4.1/2 x 7.1/4 10.a8 13.14 47.63 2.719 2.039 1.888 2.286 2.643 3.021 3.398 3.778 2 x 10 1-1/2 x 9-1/4 13,88 2k.�"4 3.489 2.802 2.409 2.891 3.372 3.854 4.385 4.818 2 x 4'$'•,, 1-112 x 11-114 16.88 81.8+' t�178.0 , 4.219 3.164 2.830 3.548 4.102 4.888 5273 5.859 1-1/2 x 13-1/4 19.88 b 4•� 3.727 3.451 4.141 4.831 6.527 8.211 6.901 3x 4 2-!!2 x 3.112 8.730 8.104 9932 3.648 4M? 1.518 1.82;3 2 t27 2.431 2 734 3.036 3x 5 2-1/2 x 4-4/2 11.25 8.438 48 4.885 6.989 1.953 2.348 2.734 3:126 3.515 3.908 3 x 6 2-1/2 x 5-412 13.75 12.80. 34 ate, 7':151.'•• 2:387 2,686 3.94^2' 8.919 4.297 4:774 3 x 21/2 x 7-114 18.13 7 6J 8.774 4AQ5 a. 6'464.- 6.293 x 8y412 z 9-114 13 OSS 4 818 7?27 8 "��x 2.442x44.4!4 .43 #; '4s� 5.e 84� 7543 X749Im. • 11.0 1i 9 x 14 2-112 x 43 414 f8 i 4& : :. . 1?.1 51 &094 $ 41 • . l- ax 48 a 413!x t5fil4 3� loom ><A3_ 7: 9 1dD.9d3 • 1 ;26110000 4 x 4 3-1M x 3-419 4 9,i 5:4 f. ;.9l+ 3. T„i •$ i• 4 ZB9 •• 4x 1 31/Zx'4t1a2 i89F1 441 ! 4 3.1444 4 • i SASS 4 x ¢ 3-4/2 x 6.4/2 4$.90 47.4# 111. 4 4�8T9 • `t'a a x; �-!n 7-its � $.: a�4s SAA �4> e •t r 9oa a t�• 9.448 x &4t4.` "�48 7 • • • }f3• 9t 2 4x4 3.112x141h1" ` • • i� • 1ltlb••3,67 •• 4.x!4 3.418 x13; 1' • """,,' y8,8B•i••• 4 x 46 3�1 x 96 T �. )tom' • • 7309'1••••• 0 x'S 4-16&x +61f ' = tom': • a x 5 Frt}1 x $* �, :. 7 • tO$i3 •• 4 x'8 51A9 x T'If4 4iNt.: Ica$ t +4O �' • ,-44333••••• V.744. 1 • f4A - 6 x 10 8.1P,3 x #IB # 40 19y • 12 • 2f.99�••- 4 x 1$ 8-t�:x tt.1�8 4fs 3 ' 10!2 t 1 ,. f • • PS iii 5 x 14 5-118 x 43 fP.l 13 fi7 !Q • ' >i a x 18 x 15412 ` a x 444 &in x tY!Ail .7�1 alt 04 6 x20 8.1 x* 4�?`` .? d.ib4 2x22 1-4Ra x 211 iCB � �F.74t 44,649 8'x 24 5.418 x.wt12 4 4k4 J41. 44:� • 24.74 3 x a T 1fS!x S x 40 7-112 x f3�418 714 14.5E :: 47.si�` 113 $ 2 2•^: $9.945 8 x 42 7-1t8.x 1#-41R 2x14 T-4ot x18-f i ,� 1�# = '4: 'F3 3'4 X3.18 8«to 7.112 x1.5.112 142.3 1 843 +� 24{x$ 35.88 40.32. 8XIS 7-1fZ i�42-115 t i 3 .t a4",_ 3100 jk!46 41:ti�f 45.17 8 x 214 rU;x 17 4#2 t+ k 8 4 :45-7 4 5079 8 x T-118x31- .3 St Oa;. 44.241 i0k3 MOO. 2x24 112 x t; 4 .•:31ki8:; 44. .. 81.E tO x 40 1►14 x 4.4h� `416 4 1 ' ' 48,$5 40 x 42 O-lflx 41.112 aii4� 9O: i $4.14 37.43 10-x 14 8.1�x tw:m t 1 4 4916 93 7 x.72" 9t 47'. 441.52 41.13 10 x to 9-W x 46.313 ff&.,'{ !! ;: :. - :xAt. X9.1 51 $1.13 4t)x!a 9-112 x 17-41$ 18.8 l 42 $4$4 481.44. 463:'48 WAR 04.73 40 x 2t) 9=1Pd'x 49•/2 1�4 9 t .:, 49#15 98.s 39 41»DC# sF4 4+9 WAR 84.32 10x22 8.4N x 21-12 S"8 •. t t �,$4:. �7�4. 4� 7O.tD8 40x24 -W x 28+442 n 77!2 AL AN WOW COLMH- Kleil . ra Coln L (r- • 0404 (Tabulatotherwisee..See�NDS 4.3 folues ra comer for ins description load duration of design service adjconditusttment�iactor�s.)fi� USE WITH TANA 48 ADJUSTMENT FACTORS peace wxw in mina pw schwa bvh W Par" PWBW Pervandcular Paw" of Graftt MASS� Sim send" 14 s �F. E Aaw" 3,fl60 i 175 680 2,2511 1, 004 690OQ0 28 1 176 585 2,944 1,8Qfl.040 , S S 17$ 4�i 1950 1:700004 628,090 • Nit-Dense Select Sirexmtsei 2'850 1' 175 �0 2,tNM1 1 s<""-`err` x,000 rkw= ppQ 1,}00 Wit..y r-4-wide �,.. 1,050 176 865 1,850 __1,700.00D 820.Q00 i' ^ 900 i15 480 1,700 f. 584.000 in Non 0 WS 175 660 SWAG 175 565 1.680 1,�O.EM10 56001} 1 775 178 480 1.600 510,ti4Ci g8p 475 175 666 975 1,400.000 510.090 9MS and td 1.109 :. ,> •,.. > 17l5 ON 1,900 1.500,O�D 4 4'•rl0a . $fig. g . ' 176' - ' ie$99' }.x,004 879.090 • 9SWWwd 78 : .' _ 1 -. t7. 1, • ,1�0 4i • • • •f;>1!b!D1� � " 1.9170 1 •• � i • ••� '•: 175 8�:.. 1�. � � � '• � . W1' 178 : -'fid • • ..f ... : 1� '1768 :1 • � •: • 4,J� :: 178. ..$� . •} 188. 1 i •• •• Iia Z 17B t : 4�1 • •• •• '>� f>W62 NwrDem f75 •• •�• .• $ 478. •: +' '• �• 1� 1,70 :• ••. 1 .21 11f : 4. ' 1 �' •• �•• 1791 `. :5 ;`. ,: 178 . : `1.�►0 1 :. : • • 1. E • "1. SWAN 1.9 .. V5. 1, IAPV M- 175 : 1.... :t 1 ' low NO 1 1 f3 wow 1xi 9�. 664 � .: - ;'79 00D ! i 478 1409:. km f, t - 1.t0lifl00 . f�b.1 i+30si4e. , '..t„�0 :. ., 1� � _ 140 -Dome 1 ., t?8' 6189 1-;6 1. ldo9 . 1 3 8 f. MAO175 . ll03�� • Dom Sid l VAO .. 1781, 16 i , t,MO„000 1 @as 9.769 1,7Etltil $L8t.600 . $ Ot>9 1,i 17$ Hafteense 8e 178 660 1.768 t 620.608 .. N01[9Bt _115 Np 1 t2"R 1'iio. 17b' 1W t 58000 No.11 1' fps 178Balm } 0400 $ 17$ lof• t W2 1 .. In I-No 191b y68480 1,1549 1> - AMERICM WOODCQiML PIMP Materials: See chart Finish: G90 galvanizing Options: MSTA9,MSTA12,MSTA15,MSTA18,MSTA21,MSTA24, MSTA30,&MSTA36 are available in Triple Zinc.To order,add TZ to ` stock number,as in MSTA9-TZ. r LSTA36,MSTA12,MSTA18, F MSTA24&MSTA36 are available in Stainless Steel.To order,add SS to stock number,as in MSTA36-SS KST227,KST237,KST248,&KST260 are available in Hot-dip galvanized.To order,add HDG to the stock number,as in KST227-HDCV Codes: ESR-3455, FI-822,FL817,FL13825, Y ` - L.A.City RR 25745 LrAgUist st rap pages 83-84 Installation: •Use all specified fasteners.See Product Notes,page 11. Typical LSTAtMSTA WE •Designer may specify alternate nailing schedules. Refer to Nail station table on I-Joist on Ridge Beam page 15 for nail shear values.Load values shall not exceed published alkmabie loads. installation The quantity of nails instalied shall be equally distributed to both ends of the strap. .,•. •The quantity of nails Installed shall be filly distributed to both ends of the strap. TS -, UP :a .roe, MD. c ISP t er+ coda jht W. Wn JM 20 1-04 a re LSW2 2D +-+� 1z10 e3D Typical LSTI I- Pia open web tryl$. A18 is 20 t-IkL Is if I = I J441 z, inataiiatiao...• ... .. tsrAaaLWM M 24 S • SIM 2D 1814 14 • •• • • i•i • %1V16 is 16 IN Im IM •••••• •• • ••• •• ZD 134 a 170D ir0 •••i•• • • • ••• •• ISO • • • • • 14, • • • S19 � $..:. a.. ,� •• • •• �•� • • Fb, . •• • Sm 18 11W{ 17-M 14 14 1 I= � SIM SCR Is AA 2M Is IN M iG 144 22 1 2Vd 2 MW AMM Is I 'mm as -AL IN t 10 1 j-V4 40 32 25 10 Ra jM SW= 101144 SMS 29 _A_ 10 KFA NSM ardin 10 1 UK WM 30 30 IN 21M 20D Fe HMIZ HWW 10 3 7 20 20 1 Wdxi-V 14, Ait,'i= K0000 1e 3 4044 a2 I Wd 405 P12 FS AiLMC52 M41C82 IS 3 t /M 70 IN I 4M 4M 70 52 Id 1 4715 4TH FIS RB MOUS LWM 14 3. 665PtZ 4b W= 11M8 1S 3 7M, RD 1?14i0n1bta1WAbhM0bWn1 dso9Jw*darME= WER 1 IM aWeixic roiwOflerbiar4aseshapba0 d art>rsnu+tierdne�an3orbaRMeaowNdetitna�tt�► �A afiMmo+�►dta 1bb9 ®q<+e144et4m04 dd0*=vw Sm P0ft ctmwh w ed15ata0sdh**notntodadbrmdPA1 he dwmd9 xddPcdA a)FbrMMC*amlM*hwmba vbeabMM*r=ttbWhnonducominioed t3N fi tont continued on next page 1-848-328-5934•www.USPconnectors.com USP2241-131 y UPFA 3 F2 7 H 1/2. enix Jnwi t `", 1 Vz" -a Typical MOR r installation WOR _ MM st t�eaer ftAndW4 9�rApd�or f MINI W144 tit at oRt tsv off � � � UIP MY iMi . i 4 2 er I Lida SNOW mok Im IM =% m on , Im us 16 hftA 144 V 10 '81dx4 14m 1400 38g 926 v 142 M 2BOD 2900 ?90D 78p �p •• 9�iA13 4N4 18 8tlx41lZ 1400 140D 386 328 10 Idx I-22 790D 7900 2400 2900 0790 860 4 4 0 0090 •• H026- 144 70 ID IM,141 140D 1400 395 378 10 10dx4122900 2WD 2670 2700 790 66D► 00 •• ••• • •000.0 4 F 9290LS �••••� 4 16 Ni AMLL4 18 18% 0• 0 0000• HPA i-im 4m 10 IAx$-u 48% " do'. Am 40 � ' • • • `1� 3280 3230 3070 ••••• TA12 -- 1 834 6 10dx 1.1/2 890 790 205 336 8 81dx 410' (► Ig0'QkI4 0004-ow • •••• • IAM 1 834 7 10dx4Y2 1205 14'D 245 395 7 lux412 2"0 2480 M 12D fD 800 • •0 • 0000•• TAS •• .X,� F 1 8 Ux41f2 1206 1206 26 335 8 '80dx41R 2480 2W2410 24 0 •=90 870 • •••• A8=iA18r0 1 8 10dx1.18t 'n in 205 396 8 Idx410 248► 2w 281 2410 490 870 •• TAS L1 " TA20R ttTA2➢�143FR 1 8 10dx412 05 M 26 335 8 IOX4112 2W 24#1 2M MiD 490 w TA72 TA22R MAW= 1 8 10dx41m 1278 1205 26 995 8 81dX142 2481 2w 2$10 2410 4m 870 TA24 T42IR t£TA24/456� 1 8 'Mx444 m In 215 339 6 10dx41/2 2440 2W 2410 2M 490 870 TA3B — 1 3W4 8 1 INx4 Pm5 335 8 8dx44J2 248E 248! 490 8741 130 10 taiebeen�aAaoyed�araeiemic0oar8;awkawkwamdguispeAt84ad Z k dwsmuf dadan ddwdit%wOaalradwm vYOodbarnt W.tLL.itJL.LLu�m�tiiniwii��le���uuu���uu� ��et �t taaprpe0® dhe =wI-Wcr..Wd2Bd. OlVdwl)k odefSOadtmo PliasmbnTAYJR M mmftaN:L4 ftdv raaread8eandx� 7i91b11tungfyd0 jW*I 'I 'Pmddm8t0widdtlpd11e601deat#t�e�ad9d4orteetptl8diad�oneElab�idProduR 8]4WaaN II011fitful llffll fill Hififl H fOff Ji lfilffiff —it 6800-328-5434 •www.USPconnectors.com iT • 1 FORM 405-10 FLORIDA, ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida DiVartment of Business and Professional Regulation - Residential Performance Method PMJW Name: Saitzburg Residence Buhr Name: street 94 NE 100 Street Permit Office: 'city,State,ZIP: Ai IGM Shores,Fl, Permit Number: owner: Mr.&Ass.Saitzburg Jurisdiction: Design Location: FL,Antoni 1. New construction x existing Addition 9. Wag Types(1858.0 sgft) humdedon Area 2. Single family or ftmoy gfng{e. y b Concrete,Block-Int Insul,Exterfor R=4.1 1858.00 ft' 3. Number of units, mule fam9y 1WA Ra fe c.WA R= fP 4. Number of in Addition) 3(0) d.WA Ft= fe 5. Is this a worst CBS I? NO 10.Ceft (2293.0 sgft) 'a.Under�( R=30.02293.00 ft' 8. 6omditkmrned floor above grade(fP) 2293 b.WA R= Ita Conned flow i tea below grade 0F) 0 c.wA R= fe 11.Ducts R fe 7. Wkmdowrs(355.7 ) DesaWon Area a.Sup.Aide,Re:Attic,AN:RoorrmslnBbdc! 8 258 a. U-Factor Sgl,U-0.52 355.80 tt• SHGC: SHGC=0.32 b. U-Facia: NIA fe 12.Coote syr kBkft Eflenc y SHGQ a Central Unit 23.7 SEER17.50 c. U-Fayct�or. wA W •0000• _ SHOC: 0000 0000:0 000•• ft 13ff asstem •••• ikBhft • ncy •d. U-Facia wA a.EnYtCyfma iSHG^ m •••••• ao ( 3 . •••• • Ares Wei A Overhang Depth: 2.000 R •••••• • i••••i Area Weighted A SHGQ 0.320 14.Not water system- �i$etent ;• • a.Electric0 0 0 0 • • ••• i3. Floor Types { 0 sgtt.) Insulation Area •••••• •i � i• •• a.SMb-On-3rade Insulation R=0.0 2293.00 ft• b :d0 0.920 _ b.WA R- 112 . Conservation few •••••• ••• • so*:* c.N!A Rs Its Nal@ �••�•� •• 18.Credits • • • • Pkat•••••• 0000•• 01assJFbor Area: 0.155 TOM PrOPOsed Modified Leis. 41.76 .. '� Thal Standard Reference Lams: 59.28 ��are dud he � Fcovered by RmIew of the Pima and -{HE Sthis T W sped cx�vered by this Code. to 0npNi aw PREPARED BY: with the Florida Code. Sefte oorigructlon lo coed DATE: _ _ this WkIft WIN be irked for ; I hereby Y that - c�with Section 553.90 as is' cwroarwe FloridaStatutes. with the Fbrkfa Energy Code. OWNER/AGENT:--_ BUILDING OFFICIAL: DATE: - DATE: - CompNance requties compbdon of a FlorWa Air Bahr and houkdIon umpecdon Checldbt 11/1912014 7:17 AAA Enogy0sugee USA-FlsiltesWio Section 405.4.1 Compliant Sof we Page 1 of 5 r 2 PROJECT Tw. Saltcburg Rhe Bedrooms: 3 Address Type: Street Address Building Type: FtPMP2010 Conditioned Area: 2283 Lot# Owe W.$Mrs.Seflzburg Total Stones: 1 BbdclSbl)lvislon: #of Unb: 1 Worst Case. No Pik: Buhr Name: Rotate Angio: 0 Shea 94 NE 100 Street Permit Ofd: Cross Ventilation: Coungr Dade Jurlsdk2fon: Why House Fan: Cify,State,Zk: 1141arnl Sm", Family Tom: SlngFl, Newffl : Addition Conment: CLWATE IECC Design TwV ird Design Temp Hing Design Darr Temp V Deem Location TW$b Zone 97.5% 2.5% Winter Summer Degree lays Moisture Rarer FI„Mkuni FL_MI MI_IN7L_AP 1 81 90 70 75 149.5 56 LOW BLOCKS Number Name Area Vokune 1 WNW 2293 18344 — SPACES _ Number Nam --— Are- Vokurre - itfth®n___Ck=4mnte Bedroom InC ID.'91r •••wed •• - s —s------�-•• 4--- 1 RooslnSiodcl 2293 18344 Yes 3 3 1 •••••Yes lreg .••Yep. • FLOORS •••••• Is--- spece Perkruter R Value — Area --- ...•,�, — •• �.' 1 Std Edge Insulabo RODmBka)c c1 218 It 0 2293 ft' re+a`•• '8. i 0 ••4••• • ROOF • • . . . . ...... ` Roof Gabio Roof Solar SA ••' �rrdd 6mpt•• Deka•0AM 1/ # Type Materials Area Area Coke Absor. Tented %sisd: insul. (deg) 1 H� Flat Waists 2363 ft' 0 ft' Medan 0.96 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio(1 In) Area RBS iRCC 1 Full attic X Vented 300 _ 2293 ft' i N N -- -- CEILING # Type _ Space R V Area Fri Frac Truss Type 1 Under Attic(Vented) RoomslnSlock1 30 2293 ft' 0.11 Wood 11/19/2014 7:17 AM Ener9yGauge6 USA-F 2010 Section 405.4.1 Contp M Softs m Page 2 of 5 Y WALLS if Omt �C�8y F1 „ F ht Sheathing Fns Solar Below To SpaceFt In Area •+ Erection Ab 1 N Extsrior Concxete Block-htt tnsilloOmsinBloc 4.1 58 8 464 fP 0 0.75 0 2 S ExtKW Concrete Block-int InSOIDO aainBbc 4.1 62 8 496 fP 0 0.75 0 3 E Exterior Concrete Block-Int Ir>BGOornslnBbc 4.1 48 8 364 fP 0 0.75 0 4 W Exterior Concrete Block-Int IrtsBbomelnBioc 4.1 39 8 312 V 0 0.75 0 DOORS # Oral: Door Type Spam s U-Value Wklthighti� pm Ft In Ft1 N Wood RoonrelnBioc Notre 0.46 3 6 8 20 fP WINDOWS Orientation shown Is the entevW orientation. VWan Omt� # Om! ID Frame Partes NERC U-Factor SHGC Storms Area Dspth Separation Int Shade ging1 N 1 Metes S Mateo Yes 0.52 0.32 N 72 fP 2ft0kr 2 ft 0 in HERS 2006 2 S 2 Metal Stele{tinted) Yes 0.52 0.32 N 14.35418 2 ft 0 te 2ft0in HERS 2006 3 S 2 Metal S (Tutted) Yes 0.52 0.32 N 60 fP 2ft0in 2ft0kt HERS 2006 4 S 2 Metal Single Mateo Yes 0.52 0.32 N 80 fP 2 ft 0 te 2 ft 0 in HERS 2006 None 5 S 2 Metal Single(Tired) Yes 0.52 0.32 N 12 iP 2 ft 0 te 2 ft 0 te HERtmW None 6 E 3 Metal Single Mateo Yes 0.52 0.32 N 24 IIP 2 ft 0 te 2 P 0 fit-. HERl m; mm:-I 7 E 3 Metal Single Mateo Yes 0.52 0.32 N 58 ft- 2 it 0 in 2 Rete * HERA 2bU Norte• 0000 • • 0000•• 8 W 4 Metal She Mated) Yes 0.52 0.32 N 12 V2 ft 0 In 2#Afb•.•• HERS•2p06 Vons, . 9 W 4 Metal S te Uk d) Yes 0.52 0.32 N 18 fP 2 ft 0 ln 2 ftOlmo HEP M N0orte000.•• 10 W 4 Metal Single Mateo Yes 0.52 0.32 N 9.333333 2 ft 0 in 2 ft'f moi' HERS 2bft Awe• 000000 0000 0.000 DQE •• •• •• • •.•.s. 0000.• • •• # Fk►re Area CeBng Area Exposed Wan PedrneW Ate.Wan • Expoled Wal y, rt '`**** �T 1 297 f 207 f 22 ft 8ft -••- i 4.1 • 000 i••••0 INFILTRATM # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySperoes Best Guess 0.000507 3050.8 167.48 314.98 0.3499 9.9788 _ HEATNG SYSTEM # systern 7�" SutMype Fit tqr Ce�ac r _ Block Duds 1 Electric Strip Heat Norte COP:1 20.8 k&ulhr 1 syaet 11119/2014 7:17 AM EneMOaugef5 USA-FbReMIO Section 405.4.1 Compliant So ltwere page 3 of 5 a COOLING SYSTEM uy System TypeStubtype Eifidency Ca�cy Air Flow SHR Block Ousts 1 Car"tfil None SMR:17.5 23.7 kBWMr 720 dm 0.78 1 HOT WATER SYSTEM 8 System Type SubType Location EF Cap use SetPM Conservation 1 Epic None Garage 0.82 40 9al so gat 120 dog None SOLAR HOT WATER SYSTEM FSEC - collector swage Cert # Company Name System L010"u# cooed"Motel 1# Area Vokane FEF Noun None DUCTS Su — --Ret"-- Air Percent HVAC 8 # Locadon R-Value Area Umadon Area Lie Type Handler CFM 25 Leaky ON RLF Heat Cool 1 Attle 8 258 V Attic 32 ft' DSE=0.88 Roomsfr t 0.0 chn 0.00% 0.00 0.80 1 1 TEMPERATURES Prograrn"a Therms Y Celt Fans: in" Fbb mar jun SW A0 0: Sdre": HERS 2008 Reference HoursSalmdule ...... Type 1 2 3 4 5 8 7 $ •9►•••• 10 ;•. 14. 12 coolkv(WD) 8 78 Tg • -- --• Pm so so 78 78 78 TS 78 78 i•• 78 .•• gg�ti.. �g .• •• .• • Moe cooft� � 78 78 T8 � � T8 78 78 za 78 78 7788 g7g8 78 78 i8�:�: 78 18 Y00:� PM 8�8 8$ 88 8$ 88 N 88 08 •• 88 :••�•• MSH) M88 88 88 88 88 � g�.. • .• •$•8: 88 $8 88 88 66 I 11/19=14 7:17 AM Err WGauge8l tom+►-FleRes2010 Secdon 408.4.1 Cornu Software P"e 4 of 5 .. t FORM 405-10 Florida Coda Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 94 NE 100 Street PERMIT* Miami Shores, FI, MANDATORY REQUIREMENTS SUMMARY-See Individual code sections br full detalk. COMPONENT SECTION SUMMARY OF REQUIREMENTS) CHECK Air leakage 402A To be caulked,gasketed,weatherstripped or otherwise seated. Recessed Nghting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces: Basketed doors&outdoor combustion air. Must complete envelope leakage report or visually verily Table 402.4.2. _Therrnostat& 403.1 �T At least one thermostat shall be provided for each separate heating and controls cooling system.Where forced-air furnace Is primary system, programmable thermostat Is required. Heat pumps with supplemental electric is teat must prevent supplemental treat when compressor can meet the load. ... Ducts 403.2.2 AN dins,air handlers,fuer boxes and building0000 crevitdes thq, S S • primary air containment passageways for air distribution Vp shat,. . .. .. be conducts or plenum chambers,shall be const and . ` seated in accordance with Semon 503.2.7.2 of this code. V :•• ' • • • 403.3.3 •••• • • ••• • -- Burling framing cavities shall not be used as supply duces•••• ••• .•: .' Water heaters 403.4 Heat bap required for vertical pipe risers. Comply with e*s in •• Table 403.4.3.2. Provide switch or clearly marked circuitbreftir • :. (electric)or shutoff(g8S).Circulating system pipes It w"* R 2• ... •: +access manual OFF switch. .. • . . • Mecher 403.5 Homes designed to operate at positive pressure or with mechanical - vel ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air frcmt mss,crawispeces,garages or outdoors adjacent to pools or spas. Swimn rg Pools 403.9 Pool PUMPS and Pool PUMP mors with a toted horsepower(HP)of-1 &Spas HP shall have the capelft of operating at two or more speeds.Spas and heated pis must have vapor t covers or a liquid cover or otirer means proven to reduce treat los except 9 70%of treat from site-recovered energy.Oflltimer swig required.Gas heaters minimum thermal of clency=78%(82%after 4116/13). Heat pump pool heaters minimum COP=4.0. CookgRte dit 403.6 Sung calCulation Performed&aitecred. Minimum effdciencles per Tables 503.2.3. Equipment efficiency verific�n required. Special �� n coong or hang city requires separate system or variable capacity system. Electric treat>11 01(W must be divided Intro two or more stages. Cetiftellmse walls 405.2.1 R-19 space permitting. 11/1812014 rl7 AM E=9E=9yG&u9e6 USA-F161:40=10 Section 406.4.1 ComPNWrt 80*AWe Page 5 of 5 ENERGY PERFORMANCE LEVEL EPL DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 70 The low the EnergyPerformance Index,the more eff dent the home. 94 NE 100 Street, Miami Shores, FI, 1. New construction or exis" Addition 9. Wail Types Insolation Area 2. single family or mine famoy Sing;Warrrlly a.Concrete Block-Int insul,EAerfor R=4.1 1656.00 ft' b.WA R= Its 3. Number of units,if mu 1 �� C.WA R= it' 4. Number of Bedrooms 3(0) d.WA R= fe 5. Is this a wow case? No 10.X09 Types Insulation Area a.Under Attic(Vented) R=30.0 2293.00 ft° 6. Conditioned floor ansa(ft') 2293 b.WA R= fe 7. VVhubws"" Description Area c.WA R= fe a.U-Factor: Sgt,U-0.52 365.69 fly 11.its R fe SHGC: SHGCR0.32 a.Sup.Attic,Ret;Attic,AH:RoominBlocki 6 256 b. U-Factor. WA 112 SHGC: 12.Cooft system kBdathr. Efifciency c. U-Factor: WA ftp a.Central Unit 23.7 SEEP-17.50 SHGC: d. U-Fa ctv. WA fe SHGC: 13.Heaft system MAW Effidency Ete�iC a. Area Weiptffisd A Ovethan0 2.000 ft. Sb#)Beat 20.6 COP:1.00 Area A SifC3C: _ Weighted 0.320 & Hoar Types insulation Area 14.Hot water syr-Replacernent equoyo t • •• a.S18bAXWUB�Edp insulation R=0.0 2293.00 fit a. Cap•5 092 •••• • b.WA Rffi 0a • • • _c.WA W b. Conservation betures •• • • • •• Pbrs •••�•• •• • •••••• 15.Credits •••• •• • �••••� • • • • • • . • • I c that this home has compiled with the Florida Eneargy Efricier>cy Code for Building ...... •••••• -via Construction through the above energy saving features which will be installed(or exceeded) 01) 8rq •••:• In this home before final Inspection. Otherwise,a new EPL Display Card will be completed based on Installed Code compliant features. •. r •••• Builder signature: _ Date: ' Addres of New Home: _ City/FL Zip: WE,� "Note: This is not a Building Energy Rating. If your Index is below 70,your home may quality for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energy9mge.com for Information and a list of certified Raters. For alforrnation about the Florida Building Code, Energy Conservation,contact the Florida Building Commission's support Staff. 'Label required by Sin 303.1.3 of the Flodda Building Code, Energy Conservation, if not DEFAULT. EnKWG8u9W USA-FW%W 010 section 406.4.1 Carte Software Residential System Sizing Calculation Summary Mr.&Mrs. Saltzburg Project Title: 94 NE 100 Street Saifzburg Residence Miami Shores, FI 11/19!2014 Location for weather data: Miami, FL -Defaults: L.adtude(25.82) Altitude{?R) Temp Range(L) Humid data: Interior RH(50%1 Outdoor wet bung FL—Humidity d r. Winter design temperature(W8 991o) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter ternwature d' 20 F Summer ternDersture Ohmence 15 F Total heathm bad calculation 20738 Btuh Total coollnu bad calculation 23379 iStuh Submitted heating capacity %of cat Btuh Submitted cooling capacity %of calc Stuh Total(Electric Strip Heat) 289.3 60000 Sensible(SHR-0.75) 263.1 45000 Latent 239.1 15000 Total 256,6 WWO Water WINTER CALCULATIONS LOW om"Porwrt Load t , WNrclow t jai 356 sqft 3699 BMW Wan tom 1280 sgft 3621 BhA Door triad 20 sgft 184 BkA , Ca m toted 2293 sgft 1461 Btuh Floortoted 2293 sgft 5145 Btuh Infiltration 169 dm 3712 BM Duct low 2717 Btuh Subkota9990 t 20738 ' ' :•••� 90.9•• Ventilation 0 dm 0 Btuh : . V: •• 7t3TAL HEAT 207 stt �' •••;•• ••.' : .••.:• 0009.. SUMMER CALCULATIONS :.• •• ;0000; Smrrw Cooling Load ft 2293 9009 .• 9900. Loadcomported 9990.. 000• 90.00 Load 0 inclowtoted356 sqft 5844 Bfuh 00 •• .• • 9099.. Wan total 1280 sgft 2886 Baal •••••• • • • . %00% 0099.. Door tori 20 so 276 Bit total 2293 so 2118 Stuh �� '.•' : 0 0 00 0••••0 Floor tori 0 Btuh 0• 0 lnfgbvdon 127 cfm 2088 Btuh , Dnp gain 1890 Btuh Duct gain 2023 Btuh Sens.Vendiallon 0 dm 0 Btuh Blower Load 0 duh Total sertallsfe,gain 17108 ENuh ca ts, Latent gain(ducts) 683 Btuh Latent 9+sQn8on) 4991 Btuh L.edent n( 0 Bluh + +2%, Last Dladn"wnailaajpar Wotherj 800 Btuh 0-00%) Total latent gain 6274 BUth L-TOTAL HEAT GAIN 79 BhM EnwgyGauge®Symon S ft Edtbn PREPARED BY: _ DATE: Energy 1 USRFZB v3.0 Residential Window Diversity MidSummer Mr.&Mrs.Saltzbur9 Project Title: 94 NE 100 Street Saltzburg Residences Miami Shores,FI 11/19/2014 WSWW dada for. Summer design temperature 90 F Average window bad for July 4054 Stuh Cooling setpoint 75 F Peak window load for July 5200 Btuh Summer temperature difference 15 F Excusbn Hmit(130%of Ave.) 5271 Btuh Latitude 25.82 Wath I Window excursion Ju None WINDOW Average and Peak Loads umk for excwaim M.00 -.,--� 6000.00 12 t =Average • ME .• . . .•• • 3400.E •••�•• •• • •••••• ••• •• ••••• • •••• •••• ••••• 11 .00 • ••• •••••• 0-00 8 a.m. 10 a.rn. 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. Total July Wkxkm Load(Radiation and conduction) The ngdsu rnnw window load for this Crouse does not emceed the Whdow toast eft fit. This house has adze mldsurraner air may. EnwWjG u *t* roves qtly PREPARED BY: DATE: EnerWGaugeD/USRFZ13 v3.0 i Residential Window Diversity October Mr.&Mrs.Saltzburg p roJect Title: 94 NE 100 Street Saltrbutg Resitbnce Miami Shores,Fl 11/19/2014 w Wadw 4aW#r: Summer design temperature 90 F Average window bad for October 4948 Stuh Cooling seVdnt 75 F Peak window bad for October 6029 Stuh Summer temperature difference 15 F Excusion limit(130%of Ave.) 6432 Btuh Latitude 25.82 North 1 Window excursion October Norte WINDOW Average and Peak Loads Unt for wwUmim 6M.00 12 Hour Awrap O • see 40N.00 \ •• • • ••• • • 3000-00 •••••• 000 2000.00 •i_ •• • •• •"tom,•• • • 1000.00 •••• i • ••• �••••� 0.00 8 am. 10 a.m. 12 2 p.m_ 4 p.m_ 5 p.m. 8 p.m. Total October Window Lod(Radlatbn and conduction) The OCkAW WWow load for thls house does not exceed the wWow load e=usbn flit. This house has adequate October wWow qty. EraMOe Si F s nes<mw PREPARED BY: DATE: -w4g 4B EnwoGauqW/USRPZ.B v3.0 System Sizing Calculations - Winter Residential Load - Whole House Component Details Mr.&Mrs.Saltzburg Project Title: 94 NE 100 Street Saitzbtrrg Resklence _ Miami Shores, FI Building Type: User 11/19/2014 _Reference City:Miami,FL (Defaults) Winter Temperature Difference:20.0 F(MJ8 99°x) tWMdow Panes/Toe Frame U orientation X HTM= Load 1 1, NERC 0.32 Aral 0.52 N 72.0 10.4 749 Btuh 2 1, NFRC 0.32 Metal 0.52 S 14.4 10.4 149 Stuh 3 1, NFRC 0.32 Medi 0.52 S 60.0 10.4 624 Btuh 4 1, NFRC 0.32 Metal 0.52 S 80.0 10.4 832 Stuh 5 1, NFRC 0.32 Metal 0.52 S 12.0 10.4 125 Btuh 6 1, NFRC 0.32 Metal 0.52 E 24.0 10.4 250 Stuh 7 1, NFRC 0.32 Metal 0.52 E 56.0 10.4 582 Stuh 8 1, NFRC 0.32 Metal 0.52 W 12.0 10.4 125 Btuh 9 1, NFRC 0.32 Metal 0.52 W 16.0 10.4 166 Btuh 10 1, NFRC 0.32 Metal 0.52 W 9.3 10.4 97 Btuh Window Total 355.7 3889 Btuh Waft Type Omt Ueff. R Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollaw -Ext (0.149) 4.1/O.O 372 2.98 1110 Btuh 2 Cori♦Blk,Hofiow -Ext (0.149) 4.1/0.0 330 2.98 984 Ephq•� 3 Cone SKI-Ioilow -Ext (0.149) 4.1/0.0 304 2.98 •••907 •••• • 4 Can;Bik,Hollow -Ext (0.149) 4.110.0 275 2.98 '820 PA •; •• Wall Total 12 ''':'3821 BtW1 • ""'• Doors Type Stam Ueff. Area X HTM= 1 Wood-Exterlor, n (0.460) 20 9.2 ....•184 ,• .....' Door Toil 2 184 • coub s Typetr4lorlSurface Ueff. R-Value Area X HTM= ..'..'t a t'.. *Goo:* 1 Vented AffldUTile (0.032) 30.010.0 2293 0.6 .....3461 Btuh. •• COHIM Total ' +1461 ...... Floors Type Ueff. R Value Size X HTM= Lam 1 Slab On Grade • (1.180) 0.0 218.0 ft(perkn.) 23.6 '••' 5145 t3t�f; �•••• Floor Toted 2293 saft 5145 Split • Envelope Subtotal: 14310 Btuh Infiltration Type Wholehouee ACH Vdwne(qu t) Won Ratio CFW Nath 0.55 18344 1.00 168.8 3712 Stuh Duct lord Average sealed, R6.0,Suppiy(A6), Retum(Att) (DLM of 0.151) 2717 Btuh AN Zones SensUge Subtotal All Zones 20738 Ouh EftwqYGauqeO/USRFZB 0.0 pop 1 Manual J Winter Calculations Residential Load - Component Details (continued) Mr.&Mrs. Salbburg Project Tits: 94 NE 100 Street Sadtzburg Residence _ Miami Shores,Fd Building Type: User 11/1911014 House UWALS Subtotal Sensible Heat Loss 20738 Btuh Totals for Heating Ventilation Sensible Heat Lass 0 Btuh Total Heat Loss 20738 Btuh 1. Electric Strip Heat 60000h KW WhxIOw types-NM(PAw es u-Fedor and Sly coeftlent(SHM)or gins as n ) or-Gkm w Use'or TW(Uses U-Fector and SHOC detains) U-{M kxkm U-Fedor) KM-(N muWJ Hod Tmnd ) •• • EnwoGauqeO t USRFZB v3.0 Page 2 System Sizing r Residential Load - Whole Hawse Component Details Mr. iii Mus.Sanzbur8 Project Tide: 94 NE 100 Street Saitmur9 Residence Miami Shores,Fl 11/19/2014 Reftrence City:Miami, FL Temperature Difference: 15.OF(MJ8 WA) Humidity difference:58gr. Tyw Overhang Window AnWsgtt) HTM Load Window Pante SNGC U InSh IS Omt Len Hgt Grose ShadedUishaded Shaded Unshaded 1 1 NFRC 0.32,6-52 B-L No N 2.01t 2.Oft 72.0 0.0 72.0 91 91 789 Btuh 2 1 NERC 0-32,0-52 B-L No S 2.Oft 2.Oft 14.4 14.4 0.0 11 12 157 Btah 3 1 NFRC 0.32,0.52 B-L No S 2.OR 2.Oft 60.0 80.0 0.0 11 12 657 Shrh 4 1 NFRC 0-32,0-52 S-L No S 2.Oft 2.Oft 80.0 80.0 0.0 11 12 876 Btuh 5 1 NFRC 0.32.0-52 B-L No S 2.Oft 2.Oft 12.0 12.0 0.0 11 12 131 Btuh 6 1 NERC 0.32.0-52 S-L No E 2.0ft 2.Oft 24.0 0.0 24.0 11 28 661 am 7 1 NERC 0-32,0-52 S-L No E 2.Oft 2.Oft 56.0 0.0 56.0 11 26 1543 Btuh 6 1 NFRC 0-32,0-52 B-L No W 2-Oft 2.01t 12.0 0.0 120 11 26 331 Btuh 9 1 NFRC 0.32.0.52 S-L No W 2.Oft 2.Oft 16.0 0.0 18.0 11 28 441 Stuh 10 1 NERC 0.32.0-52 B-L No W 2.Oft 2.Oft 8.3 0.0 9.3 11 28 257 Btuh Window Total _ 356 AM _ 5844 Btuh Walm Type U-Value R Value Area(sgR) HTM Load QW/Sheath 9 Concrete 81k,Holox-Fad 0.15 4.110.0 372.0 2.2 833 Btuh 2 Concrete Sk,HoNow-Ext 0.15 4.1/0.0 329.6 2.2 736 8tuh 3 Concrete SIKHoNow-Ext 0.15 4.1/0.0 304.0 2.2 681 Btuh 4 Came Btk,HoNow-Ext 0.15 4.1/0.0 274.7 2.2 Ole%V* WON Total _ _ 9280(sq#) _ .'. 2864Wh •000.9 •• • + Doors Type T ----- Area(�) �.. ... L .. 0000.. 1 Wood-Oderbr 20.0 13.8 •• :•• 276 OM Door Total 20 a� h /��q `,h_ �•. �u �,•,� .�..w } 0000.• 1•iirllhlgsB4 Typt7l OlOrISUda0Q U Vait�9 R VAI W Are*sgft) HTM9. ••' LOi 9.0 0 00000 • 1 Vented Aft hilrfle 0.032 30.010.0 2.183.0 0.92 **, ••* 21116•NUh *6:006 Calling Total 2293 •• .. 21 f&gall; + Floors Type R-Vakie HTM•• ••• Load •• 1 SW On Grade Total 0.0 2293(ftp 0.0 • • • ••••i• Floor 2293.0 0000 0000.. Envelope Subtotal: 11104 Bluff Wntradon Type Average ACH Vokime(cuft)Wan Ratti CFM= Load _ �_ ural 0.41 18344 1 126.6 2088 Btuh i Occupants ~ Bluftocupent Appliance Load 3 X 230 + 1200 1890 Btuh Sensible Envelope Load: 15082 Btuh Duct load average sealed,swpMm.O ),R sn(RB.O Aft)_ �DGM Of 0.134) 2023 Btuh Load M zorwe 17106 Stuh EnergyGwgW/USRFM 0.0 Poe 1 Manual J Summer Calculations Residential Load - Component Details (continued) Mr.&Mrs. Saitzburg Project Title: Climate:FL MIAMi_INTL AP 94 NE 100 Street Saitzburg Residence Miami Shores, FI 11/19/2014 IMMIJIMMINTOTAILS Sensible Envelope Load All Zones 15082 Stub Sensible Duct Load 2023 Stuh Total Sensible Zone Loads 17105 Stub Sensible ventilation 0 Btuh Bknw 0 Btuh Whole House Total sensible gain 17105 Stub Totals for Cooling Latent Infiltration gain(for 58 gr. humidity difference) 4991 Btuh Latent ventilation gain 0 Btuh Latent duct gale 683 Btuh Latent occupant gain(3.0 people 200 Btuh per person) 600 Btuh Latent other gain P"* . . ...... Latent total gain .... '. 6274. Qfth • TOTAL GAIN ••• ••233W OO dh •••••• 1. Central unit # •'600 Bteh • • • • • (SHM-Shaft of glass as SHCC MMMIcal Valvae) ,••• i (u-Whulaw u.Fadc* (Inch-Interior waft devloa:n O),B*xWe), )or Roller Shsdes(R)) - For Bim:Assume medium cam,hug dosed For •Assume medium wens hag used • For Roller shades:Assume bw*Woe ,hag dosed (IS-Insect screen:none",FtdKn or Hai%)) (Ont-compass ) 0 Version a EneroGaugge!usRFM v3.0 Page 2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Mr.&Mrs. Sadtzburg Project Title: 94 NE 100 Street Saitzburg Residence . Miami Shores, FI Building Type: User 11!19!2014 +Reference City: Miami, FL (Defaults) Winter Temperature Difference:20.0 F(MJ8 990) Window PanesJT Frame U Orientation X HTM- Load 1 1, NFRC 0.32 Metal 0.52 N 72.0 10.4 749 Btuh 2 1, NFRC 0.32 Metal 0.52 S 14.4 10.4 149 Btuh 3 1, NFRC 0.32 Metal 0.52 S 60.0 10.4 624 Btuh 4 1, NFRC 0.32 Metal 0.52 S 80.0 10.4 832 Binh 5 1, NFRC 0.32 Metal 0.52 S 12.0 10.4 125 Btuh 6 1, NFRC 0.32 Metal 0.52 E 24.0 10.4 250 Btuh 7 1, NFRC 0.32 Metal 0.52 E 56.0 10.4 582 Btuh 8 1, NFRC 0.32 Metal 0.52 W 12.0 10.4 125 Btuh 9 1, NFRC 0.32 Metal 0.52 W 16.0 10.4 166 Btuh 10 1, NFRC 0.32 Metal 0.52 W 9.3 10.4 97 Btuh • WindowTotal 355.7 3699 Stuh ' Walk Type Omt Ueff. R Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow -Fact (0.149) 4.1/0.0 372 2.98 1110 Stuh 2 Conc BIk,Hollow -Ext (0.149) 4.1/0.0 330 2.98 984"he•0 3 Conc BIk,Hollow -Ext (0.149) 4.110.0 304 2.98 0 • •••0•.907 Bten • 4 Conc Bik,Hollow -Ext (0.149) 4.1/0.0 275 2.98 90 0820 QA •; •. Wali Total 12 "':'8821 Edh 1 0.0 0 0• Doors Type Storm Uelt Area X HTM= Load :....: 1 Wood-Exterior, n (0.460) 20 9.2 •0000.184 •• • Door Total 2 l a ••••• . . CoilNngs Type/Color/Surface Ueff. R Value Area X HTM= 0909.0 LcadO.. : ...... 1 Vented Att dU T#e (0.032) 3000.0 2293 0.6 •0.0.4461 Btut% Calling Total0 ;461OWh ...... Floors Type Ueff. R Value Size X HTM- .•.Load• �.... 1 Slab On Grade (1.180) 0.0 218.0 ft(perlm.) 23.6 •• 3145 FjWtC • Floor Total 2293 scift 5145 Sm Room Envelope Subtotal: 14310 Btuh Mflltretion Type Whokftuse ACH Roan Voknne Wag Rado CFM- Natufal 0.55 18344 1.00 168.8 3712 Stuh Duct load Average semi,Supply(rt6.o,Aft),R .O Aft) (DLM of 0.151) 2717 Stuh Room d1 SensNble Room Subtotal 20738 Stuh r* r USWM v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Mr.&Mrs.Saftu g Projed Title: 94 NE 100 Street Saitzburg Residencx� Miami Shores, Fl Bulling Type: User 11119/2014 T1Tll . 77 Subtotal Sensible Heat Loss 20738 Btuh Totale for Heating Ventilation Sensible Heat Loss 0 Btuh Tial Heat Lags 20738 Btuh 1. ElecMc Strip Heat 60000 Btuh Key:Wkdaw WN-NFRC(Requires U-Faster aid Shaft coefft1wWSHM)of 91ass as nwroi ai vakos) •• or-Glue as VAW or IW(Uses U-Factor wW SHOC deA s) • •••••• U-(Window U-Faotw • HTM-(AAw u dJ Heat TmnsAar AkwpW " • • •••• • •• ••••• •• •• •• • •••••• • • • • • r nwgyGau9ee i town v3.o Pap 2 System Sizing I Il - Summer Residential Load - Room by Room Component retails Mr. &Mrs. Sattzburg Prosect Title: 94 NE 100 Street Sahzburg Reskience Miami Shores,Fl 11/19/2014 Reference City: Miami, FL Temperature Dftrence. 1&OF(W8 99%) Humidity difference:58gr. forAWWOU;Mob Type• rV Wir4wm Ares(90) H1M Load Window Panes SHGc U inm is Omt Lon Hat Gross Shaded unwumw Shaded Unshaded 1 1 NERC 0.32.0-52 B-L No N 2.011t 2.01t 72.0 0.0 72.0 11 11 789 Btuh 2 1 NERC 0.32,0.52 B-L No S 2.Oft 2.Oft 14A 14A 0.0 11 12 157 Btuh 3 1 NFRC 0.32,0.52 B-L No S 2.Oft 2.Oft 60.0 60.0 0.0 11 12 657 Stuh 4 1 NFRC 0-32,0-52 B-L No S 2.Oft 2.01t 80.0 80.0 0.0 11 12 876 Btuh 5 1 NFRC 0-32,0-62 B-L No S 2.Oft 2.011 12.0 12.0 0.0 11 12 131 Btuh 6 1 NERC 0.32,0.52 B-L No E 2.011 2.Oft 24.0 0.0 24.0 11 28 661 Btuh 7 1 NFRC 0.32,0.52 B-L No E 2.011 2.011 86.0 0.0 56.0 11 28 1543 Btuh 8 1 NFRC 0.32.0-52 B-L No W 2.011 2.01t 12.0 0.0 12.0 11 28 331 Btuh 9 1 NERC 0.32,0.52 B-L No W 2.011 2.011 16.0 0.0 16.0 11 28 441 ft* 10 1 NFRC 0.32.0.52 B-L No W 2.011 2.011 9.3 0.0 9.3 11 28 257 Btuh Waft Type Total U Value R- s; t Ar*sgft) HTM Low sqft) 5w Btutt candsheath 1 Concrete BkHouow-Ext 0.15 4.110.0 372.0 2.2 833 Btuh 2 Cass+ete fiac,foow-E)d 0.15 4.110.0 329.6 2.2 736 fRuh 3 Conorels W Holow-E)d 0.18 4.110.0 304.0 2.2 681 Btuh 4 Care OkHoRm-E)d 0.15 4.110.0 274.7 2.2 639•mv Wall Total1280(ssgft) : •. 2866SWh •••••• Dori Type -- _ _ ---Area(sgft) ---- HTM 1 Wood-Exifr 20.0 13.8•.. .• 278•tit Door Total 20 276 f3tuh .•0000.. CeNhw Type/Color/Surfoe UVakre R Vakie Area(sgR) HTAtt.O •..• 0000. 1 VentedAtticAjgfWM 0.032 30.010.0 2293.0 0.92•.. .• 211i).Xuh • • Cei Total 2293 ••••• . . FkXNV Type RVakie Size HTM 0 0 .. 2Load . •••••• 1 Slab On Grade 0.0 229;1(11p) 0.0�: . •0 Bath •..•i• � Floor Total 2293.0 0 :b'Bth 0000.. Zone Enver Subtotal:0 0 11140bih ' Iniillbation Type Wholehouse ACH Voltime(cfdt)Wag Ratio CFM- Load Natural0.41 18344 1.00 126.6 2088 Btuh Internal OcMgwds Btuhioocupant Appliance Load gain 3 X 230 + 1200 1890 Stuh Sensible Envelope Load: 15082 Btuh Duret load A seated,su ne.0!►ma), (OGM of 0.134 2023 Btuh Sem Zone Load 17105 Stuh EnergyG&uge®I USRFZB v3.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Mr. &Mrs.Saitzburg Project Tine: CIimate:FL MIAMI INTL AP 94 NE 100 Street Saitzburg Residence Miami Shores,FI 11/19/2014 0000 • • 0000 0000•• 0000•• •• • 0000•• • ` 0000.• • • o 0000•• 0000 •• • • • 0000 • •• 0000• 0000.• 0000 0000• •• •• •• • 0000.• 0000.• • • • • • • • 0004•• • 0 :•.••. • • • • EMgyQauge91 USRFZB v3.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) 94 EM _100 Sheet Sarg m ect Residence Climate:FL MWRAI_INTI_AP rg Miami Shores,FI 11/19/2014 1WHOW"W"TOTALS Sensible Envelope Load A8 Zane 15082 Stuh Sense Duct Load 2023 Stuh Total Seneftle Zone Loads 17105 Btuh Sensible ventilation 0 Btuh Bloww 0 Stuh Whole House Total sensible gain 17105 Btuh Totals for Cooling Latent inlMrstion gain(for 56 gr. humidity difference) 4991 Stuh Latent venffNdJon gain 0 Btuh Latent duct gain 683 Btuh Latent occupant gain(3.0 pew 200 Stuh per person) 600 Btuh Last oar gain 0 Btuh Latent total gain 62i&3.8tuh ...... TOTAL GAIN 23318:1 '. 77 • • •.••.i OVO 1.Central Unit 600 V Wh ••..• "Key: Whxlow Wes(Panes-NurrJw and type of pis of Gass) • • • • • (SHW-Shadft coefficlot of glass as SHW mmmical vakw) •• • •• •.• ••.•.• (U-Window U-Faotar) •• • (Insh-InWW shadlM dem:nortaft),Bunde(e), )or Roller St (R)) - For Bim:AMMO medkam COW half dosed For •Assrane nradkun weavehat dosed For Roller shades:Assume bwakraeK half used OS-meed screen:nare(N),Fulln or Ham)) r - (Ont- odertagon) . Version 8 EmaMQauge*/USRFZS v3.0 Page 3 us. f Ates of tmr ELEVATION CERTIFICATE 1=B C1f 8a!it ACi�CY .. _ OMB Nm i xmt ot�toadr a ...:. tmporbft Reid Me hnumWons on paw 9-0. ExpbAon fie:J*3l,X115 ,. SECT=A—l�Ro>p�RTY tNFOR�ATION FOR INSURANCE COMPANY USE At. Naans . P�NUMbe: I�.D SAL :14+••462 9 St evtAddrese Apt.Und,Suate,andlot BW.No.)or P.O.Route and Box Int. C. y NAS Nunes E 1flOTH �y���� 'Stale. FLtBl1,6 SHORES FLORIDA A3. Ptv scat idc Numbers,Tax Parted • _ 3 LOTS- 1, 2 &'3 LESS WFST 35 FEET: BLACK 9. P.B 10. PAGE 70 A4: BUQ Uw{e.9:,:. . `N - A 'r,A-i W 'e .# -$ESID�.' AL A5. � Ott:04'�ng. 45 ftbaM Oftux p NAD IW ® NAD l= ' A8. +�cdr at 2.ph" of.�tniirlbtg Etl�Com.�'i tamed fa oto�aal•hisut .. . A7- BWWft L . .. ::.. A8. For a bu ift wO a orm u"): M. fNr a bites is i'a`n�dfed game: a). p•�. . 01(s) 2,200 sq g q).St .�wp ofattaclle{#a . 2001 S bj Nisi a! flood n fhe: b) (4tur af. ttitdrod o) risge ht �etposra�e(a)_w�tiirt 1.0 fob shoes arM i �0 ,� .wff#tin t.4�fcot�or� t W1e. : T rtBf area of tio�'opkrtangs bi 1�8.b 1•??_8 to a} Total area of t d�oRobw in A9.bIN sq In d) Er f ags,?: x.p.Y� :, 140 d} fta�d ?: .Q YerBi Ab '-SEC-- ON B-9'FL OOD WSURAWM RATE MIP(19RLI 1MMATM ` Bi.NFIP Caoaruadty Nance&C rbit 'bfWfdsr 82.Gotntly 83,S"taN +' CITY OF Mi SHORES 120652 = DAbE r' FLO DA` B4. t N jul.saw J.FIRM&ular.Deta :B7.F .Panty B&Food 88 Base PAW i2086C302 ase ban 9 .11 09 �% ) AO, L /� :lo�' 890. Wtcab the source of thd Be E i } of:6isb t r In Nom B9. Mi. Mdoaft&wdbn loft used for BFE In ham B9: Nt3VD 1M 13 NAVD IM • p Odrerl8ourdw •,.. ' 812. Is the b>dtft tooatdd bt'e CdbWmTftft PAWbW Symon )area or ODS ,Area•((PArt .. GF X .• '.a,�r Vit.. SECT=C—�ELEVATIDPI INFORA9ATIOCd(8URYEY REQU •• • •••••• Cl. BL aria bates ;: �] C�D t98* p Bul ft Utdar OxmkudW •.R•Ffshad4orwyuc3on *•••• *A raw Elevation G v+3t be rerg�i v cointruction of ft i Wq is •. � C2. Ele —Zwm At-M AE,AH,A • •• • •• •a••• b�nr ��.. �),�� ,V(4�tii BFf:I,AR,Ali/A,ARiAE,AR#19-A3Q AR(�� Iteriw C�.� • bui diem In Nom A7.in Puerto Rim o*.odor metens. • • • • • • • -Beier Ut>�di`t'�-5. $ .. .. .. - ••Vettical•Datfart: NOVD t928 •• ••.. .. �� . • ••••�• datcnrrused tof fhe ifi tl a} Vit)br at.'}R lVC3Vt!-im 13 NAVD im Li ghdaq row,,,,�; • �.•.:• Datum nsed for Wft elevdonp imM be to seam as that use for tlie: .�.•••• ' ,,; : . :• : .::: .., : :.. . , . .. . tt{�eieiirht used. :..••: a)Top oboftorrt'flooi( 9 bei .-aana�paae,as tor} " 8 '40* p wig: .' b)Too 612te remit hlow favor' = :: -.. �$, . • �' . .. • c)Bosom at"l ll�stmouffaiirisirttitir{VZonesotd H A. a4 [�mabels d)Attired' ' ¢ tars:. s}t arov�t elevr d rrt�turr or equ�mettt Iry t 80 ' i h►F��egtti �d Iocs�an in Cmrurt�,$) IN lbst 13 m� - f) Lowest t` gr�ide'i to (t.Ac�} 8.50 9 tat p metais g)tahsst mrd 0000 graft rod to bung(HAG) 8,60 ®lWat p malsis h)Lowest 84=9 grade at last elevOon of deck ds•sters,Wuft sbleonal appoit to 'Air es SECTION D-SURVEYOR,ENOWEER,OR AmaiITEGT CF.R'11HC�►T�N Th��r 8 to be s�rsd seal seaiad by.a:�!'sta�tar',;. ,or a a<dhori�d by�w to e�r�icrr•- - . hfmrrmtlOn.toerfll)+tt�etlYmktt4rr ae fids �mybe� Eo��c�a aval . - - . _ t�tlytes�smmaybe byforbnprlsaurmarrtrlStls tlOCt1. ® Check here Bommrmrtt are PrAded.on bac of form• Were Nlude arta In S A prided by a ® Check here iiadacfnner>ts.' lees!stuveyor? Yes O No Cerfitbr's Marne Adis N:'Ntoriiiz License Ntnrim d924 - Title•Reg•LWd Surveyor City Name 8 mss,inc. �-- Address 555 N Shore Dr.. CRY MbMBeac6 lStae FL 2M Code 33149 FLSI)5924 sowture Taleowne 305di65.92W FEMA Form 1186.0-33(71.12)• See reverse ate for c tAdm Rem all newt ecldon& -ELEA-noN CEFtTJF1CA* T9 page 2 - IAAAPQRTAN7:M the10&ss,spaces, �ca, ► cattespondIrM Ialosmation fnxn SmUon A. FM J i WCE CCWAMV t 9blet 9Ad TH 3LTj. 3 .No)or P.O.Rout and Ba W Pdr Afwow.. City - MIAMI SR09ES FLORIDAsh" 3313f ' �: SECTION D-SURVEYOR,RNGINEER,OR ARCHITECT CRRTIFATiON(CONTINUED) . Copy both sib of#b Mwaft CsgMwts for(1) Y onk*,L(Z)bwwwm agerNbonVany.and(3)bung o CROWN OF TRE ROAD ELEVATIOhQ: 9.05' ON CMi =INE ON CMr= OF ROAD. MO N-568 LOCATOR: 3100 EM: 9.65' . ��� 11J1k SECTION E-BUILDING ELEVATION INFOWA`N.(SURVEY NOT REQUIRM FOR ZONE,AO�NE (WITHOUT SM � For Zones AO and (wMvA hfM,conVisle bm E1-E6.Ifthe CeIllica@n Is k0ended to suppod a LOW or LOMR-F mqueK=nPIM SecftaA,B, and C.For ftm E1-E4,to neft ah greets.F sva6able.Chim*tate nwaumima used in Puerto f e aft ender maters. E1. pwwWO exon k*neft for the MbMng and dm*the to ohm WhOw the slawation b above or bel ow ft highed ad Wnt graft 04AG)sn4 00 lowest owtt grade(LAOS a)Top ofba m tl*or� �,, or endos� Q fastO )b s matureO alpor(3 bdowthe HAM " tb)Top of boBOm flow(Mduft basenvA cravvispus,or )Is O feet O meters O stove or O below the LAG. tom• (�iesavatlattBtrRd>rbh a 04 pelma flood pmvbed in Sedon A>�8 andbr g*9 Fuggy 8-9 of ht MN the reit btghrer hoar In the mitts)of the bulkihtg is .13 feet O mesas p above or Gj behm the MW. E3--Attach garage 00P of sob)lS O fast Q m*= O alxn or p bel w the HAQ. E4- Top of PWM of mafttmY endfor equW=t mvkft the bdft Is E3 feet 0 maws O above or 13 duet the HAG. E8. Zone AO ongr: if no food doh munbw b magsW is the top of the bottom flow eW4sftd in steordenw witlt the ow mmWs floodpW managWnent wdim nw? O Yea O No €3 Wmwm.The Moat dhkw must tawny oft wwmavon in sedm G. SECTION F-PROPERTY OWNER(OR OWNL=RV REPRESLNTAT IM COMFiCAMON The Pa*PeNy owner cs owner's auftorlred repreaentaave who ownplefee She A.B.and E for Zone A(wart m FEMA4nued or communes BFE) Of ZQw AAO..w0 t 81Ffors.The abetem�In Section A,B.wf E aro carred totie ted of my lam. 00000, PrcPft Address COY Sts •••:••ZlpCoda• • 0000•• .. _outu"_ f e T Mao .. . .0000 Cwmrfm f8 . .•••. • •00••• .... •0000• 2t h&a KMM&M& SECTION G-COMMUNITY INFORRfl1f►TIQAI(OPTK)NAL) • • • • .•..•• Cal dkidvWw Is St4horked by ;row mtmato vw o Ys ore nee COY" A<B.C(or _of ti�a , tte3 ffmn(a)arut bar.Checit the nt react im f#mns{38-Gf0!fif P+�rto f�lsg�,.�er msrat - G1.0 The®Warnstimt in Sewn C Was wm firom oem doammfttion that has been sued wA essfed by a fcmtsed mav%w.sa t?eer,'br arctited who is authorhad by hew to coft ekwabn Mfonrurt, Prickets the mum end dale of the dristi t date In the Coma nts area bebw.) G2•❑ A ceorrmwnty dkM oo Mfeftd Smit E for a btu roosted In Zone A(oft*a FERAAahssued or comurum*bm:od WE)or Zone AM G3.13 The fanooft it wmatimt(hens$G4-010)is suovided fbr omvmu**xdpbfn manegermtpuWases. 04.Pwmt Munber GL Date Pam*feasted 66. hde CerMwte 0f Compftno910=psngy f 07. This Mm*rtes been Issued for: 13 New Corfruftn .❑SuWWW int . O8. EIsva6on of,w-b M bhW fim pndudhtg besemenQ of the tam: 0 w O meters offs m (ig. WE or 00 Zone AO)depths of f tg at the Maing stt: 13 W O meters Dattan 010.Ctxrmrn"ftft dram food slows o L O feet p meters Datum Lww bitt6ko h 6niD Tbte C Name Telephone siometture Defe Corntrt�tts � - ❑Check here I FI=MA Form 08641-3.3(71171