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WS-19-2343Location Address Permitwo.: WS -10-19=2343 Miami Shores Village Permit Type: Windows/Shutters 10050 NE 2 Ave Miami Shores FL 33138 F � iris cat'iOn: Wind iw/moor Re iacement 305-795-2204 Permit Status., Approved Issue Date: 10/16/2019 Expiration: 04/13/2020 Parcel Number 9632 NE STH AVENUE RD, Miami Shores, FL 33138 1132060170140 Contacts DAVID ELIAS HALABU Owner DAVID ELIAS HALABU Applicant 9632 NE 5 AVE, MIAMI SHORES, FL 33138 9632 NE 5 AVE, MIAMI SHORES, FL 33138 Other: 3052137625 dhalabu@hotmail.com Other: 3052137625 dhalabu@hotmail.com HOME OWNER Contractor HOME OWNER Description: replacing & removing windows(30) and doors Valuation: $ 25,119.31 Inspection Requests: 62-4949nRe (4) Total Sq Feet: 1,000.00 Fees Amount Application Fee - Other $50.00 CCF $15.60 DBPR Fee $6.60 DCA Fee $4.40 Education Surcharge $5.20 Notary Fee $5.00 Scanning Fee $15.00 Structural Review ($45) $45.00 Technology Fee $11.00 Windows/Shutters Fee $390.00 Total: $547.80 Payments Date Paid Amt Paid Total Fees $547.80 Credit Card 10/03/2019 $50.00 Credit Card 10/16/2019 $497,80 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contrActQr to Oo the work stated. Authorized Signature: Owner / Applicant / Contractor / Date October 16, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING ❑ ELECTRIC ❑ ROOFING 6l�7' E C lj0 ®3313038 ce4t FBC 20G��' Master Permit No. rRC. Sub Permit No. WS - [:] S' ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: l b as IV F— Ay-- �,b City: 3-r Miami Shores County: Miami Dade Zip: (3,2 1 Folio/Parcel#: l � 0 1-7- a I `{jj Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):i A6^ k6,& Phone#: Address: Y11� 5J'k RUG hD City: �`0�� ore'9 State: R-1 , Zip: Tenant/Lessee Na -me: r Phone#: �4S- (3 �-�Z Email: &'.u �l G i�- 64� CONTRACTOR: Company Name: Address: ovo rV City: State: Qualifier Name: Phone#: _ Zip: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: ne#: Address: j q City: State Value of Work for this Permit: $ ;6j1' square/linear Footage of Work: Zip: Type of Work: ❑ Addition ❑ Alteration ❑ New �j❑ Repair/Replace❑ Demolition Description of Work: _A&4 tdrbndp ✓5 yk al�a &-.5 -1 to a rte, ?y �✓i1�e(4 �•J� Specify color of color thru tile: Submittal Fee $ id Permit Fee $ 00 CCF $ t0b CO/CC $ Scanning Fee $ , � • 0O Radon Fee $ L4-00 DBPrnR�Notary $ hd Technology Fee $ k i • Q Q Training/Education Fee $ 5. oc V Double Fee $ K/ Structural Reviews $ 4S Bond $ 0 TOTAL FEE NOW DUE $ 4 -Ip -4• SO (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 M RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 2)�� Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this 3 day of ry2. `1 20 �� by �lL/ I Y�V ,who is ersonally k ow o me or who has produced identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this day of , 20 , by as me or who has produced who is personally known to identification and who did take an oath. NOTARY PUBLIC: �� 11111lIHl/ry g\\ RA. Sign: �•td E,�ax' �f Sign:_ -;Z 6, i�' Print: Print: �UZ� d� Seal: Seal: ********************************* as ********************************************************** APPROVED BY `' I' Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: "U, Q(AL. DATE: ADDRESS: 1632 416, �_'4 /ye Rb Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial— 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits a cont cts. Initial/�/\ 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold r leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or leas which iolates the exemption. Initial Iunderstandthat, as the owner -builder, I must provide direct, onsite supervision of the constructio Initial 6. ^I understand -that IYmay not hire an unlicensed person to act as my contractor or to supervise persons Working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and b coup V or municipal ordinance. r initial ra+i:3 �keftl . I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:/Iwww.myfloridalicense.com/dbpr/pro/cilb/index.htmi Initial - 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. i agree to notify Miami Shores Viiiage immediately of any additions, deletions, or changes to any ofa info ation that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. if you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 3 day of 1 ,. 20_ 1 BY =J�,\ J A 901kaID'Illj who was personally known to me or who has Produced there License or ni,, OWNER :atior��\ • G GH25•OO'/'�� N i GG 2$7246 iZ :2 # S l �P� d 0QO�•�1 Miami Shores village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: QVul;orhts or Fixed Glass c] Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ack e ement: Print Name Qualifier/Owner Signature Date 0000. • 0000. .. 0000 0000.. 0000 • 0000.. 0 0 000 0000 0000 • 0000. 00 09 0909V 0000.. 0000 PERhriIT #: (c) 2� Miami Shcres Village [:A�PFROVED BY DATE ZONING DEPT BLDG DEPT 6 j Lf• o c(,NjPU,Arlc ITH Au. u STATE ANL) CC, liril•{ R =S AND REGULATIONS 07/01/2019 - C Plan Sheet Store\Wlndows-Doors-Shutters\400 Wind Charts\_Reference\2017 VAndload Charts References\2017 d FBC WIND CHART 6" EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 1 MRH <_ 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING WIND VELOCITY =175 MPH ASD' IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTSEXPOSURE 'C' BASED ON Kd =1.0 NOT TO BE USED OR MATCHED WITH'LRFD' OR'ULTIMATE' DESIGN LIMITING PRESSURES INTERIOR ZON614 PRESSURES Mean DESIGN PRESSURES (PSF) - Z E 4 Roof Area of O enin (S Ft Height 30 20 1 30 40 5 -51.1 -49.0 -47.7 -46.16 ,5 ft 0 -15 ft +45.0 +43.8 +42.9 +42.2 -65.6 -61.1 +47.1 +45.0 +43.8 +42.. + , -53.1 -50.9 -49.6 -48.7 -4 18 ft -67.0 -62.5 -59.9 . 20 ft +49.0 +46.8 +45.5 +44.6 +43.8 +50.1 -54.3 -52.0 -50.7 -49.8 -49.1 20 ft -62,8 -60.8 , -59.3 25 ft +50.1 +47.8 1 +46.5 +45.6 +44,8 +47.0 "56.9 4. -53.2 52.2 51.4 25 ft 48,8 +54.5 +52.5 0.1 +48.7. +4 47.0 -53.4 -70.3 -59.1 -56.7 -55.2 -54.2 30 ft +56.3 +53.8 +52.3 +54.5 +52.1 +50.6 +49.6 +48.8 67. - 5A -61.1 -58,6 -57.1 -56.0 -55.2 35 ft +57.9 +55.3 +53.8 751. 51 -79'5 +56.3 +53.8 +52.3 +51.2 +50,4 -62.8 -60.2 -58.7 -57.6 -56.8 40 ft +54.0 +53.2 -81.3 -75.8 -72.6 -70.4 -68.6 +57.9 +55.3 +53.8 +52.7 +51.9 -64.4 -61.7 -60.2 -59.1 -58.2 45 ft -77.4 -74.1 -71.8 -70.0 55 ft +59.4 +56.7 +55.1 +54.0 +53.2 +57.5 -65.9 -63.1 -61.5 -60.4 -59.5 SO ft ft +60.7 +58.0 +56.4 +55.2 +54.4 -67.2 -64.4 -62.8 -61.6 -60.7 55 ft +61.9 +59.2 +57.5 +56:4 +55.5 -68.4 -65.6 -63.9 -62.7 -61.8 60 ft +63.1 la -mW R 1 +58.6 +57. 5 j� EXTERIOR ZON PRESSURES Mean DESIGN PRESSURES (PSF) - ZO E 5 Area of Opening (S Ft) Tiof ght 10 20 30 1 40 50 63.1 -58.8 -56.4 -54.6 -53.2 ,5 ft +47.1 +45.0 +43.8 +42.9 +42.2 -65.6 -61.1 -58.6 -S6.7 -55.3 18 ft +49.0 +46.8 +45.5 +44,6 +43.8 -67.0 -62.5 -59.9 -58.0 -56.6 20 ft +50.1 +47. +45.6 1 +44.8 -70,3 -65.5 -62,8 -60.8 , -59.3 25 ft +52.5 0. +47.0 -73.0 -68.1 -65.2 -63.2 -61, 30 ft 48,8 +54.5 +52.1 +50.6 9 -75.4 -70.3 -67.4 - 5.3N - 6 M- 35 ft +56.3 +53.8 +52.3 +j5 ,4 -77.6 -72.3 -69.3 67. - 5A ft +57.9 +55.3 +53.8 751. 51 -79'5 -74.2 -71.0 -68.8-67. 45 ft +59.4 +56.7 +55.1 +54.0 +53.2 -81.3 -75.8 -72.6 -70.4 -68.6 50 ft +60.7 +58.0 +56,4 +55.2 +54.4 -82.9 -77.4 -74.1 -71.8 -70.0 55 ft +61.9 +59.2 +57.5 +56.4 +55.5 -84.5 -78.8 -75.5 -73.1 -71.3 ft +63.1 +60.2 +58.6 +57.4 +56.5 MRH = MEAN ROOF HEIGHT 1 ENCLOSED STRUCTURE, FLAT TERRAIN (SEE BELOW) 4 INSTRUCTIONS FOR TABLE USE: 911. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR.(7ONE 4) OR EXTERIOR (BUILDING CORNER, ZONE 5) PER THE 'RE BELOW LEFT OR INFORMATION P� VIDED TO.XOU BY•OT 1. ANY QUESTIONABLE OPENINGIIS`TO 8E CONSTDL P TH RE CRITICAL (EXTERIOR) ZONE S. 2. IDENTIFY THE BUILDING MEAN (AVE [,EYRQA_,"I°IG O LOWEST GROUND ELEVATION. IF THE MEAN R OF HEIGHT CANNOT BE IDENTIFIED, U$E"E PEAS ?k F HEIGHT. 2.1. ALWAYS ROUND UP ROOF HEI HTS<TO NE)(T TABL�V( E. 2. VALID FOR ALL ROOF SLOPES: FdR SFOQE-b X10°, $�E NGINEER FOR REDUCTIONS. 3. CALCULATE THE TRIBUTARY AREA OFH_ 0PENiN)"a'W Q N* THE GREATER OF (HEIGHT *WIDTH) OR THE N LENGTH (HEIGHT) * AN EFFECTIVE mE 3�TFIE+ EtG EIGHT = / 3). 3.1. USE THE AREA BETWEEN STRUCTURAL -'ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 4READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE, 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE, GENERAL NOTES: ABLES ARE TO BE USED IN CONFORMANCE WITH (ASD) "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTQ N 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2/.dESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY &EXPOSURE SPECIFIED. 1SR5T CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 1. ASCE 7-30 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN tlE RATED LIMITING WIND VELOCITY ABOVE. f�POGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. $"INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE-SPECIFIC DOCUMENT, 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS OFFERED HEREIN. 10. THIS SPECIFICATION DOES NOT OFFER ANY PRO .1ICT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS OR-DESIGN,kINSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VE FIEQ,BY RS IN ACCO)tDMCE WITH GOVERNING CODES. Si. ADHERE TO ALL LOCAL IMPACT PRO CTION ORbINAN� S 12. NO CERTIFICATION IS OFFERED FOR E INTMOR17M ( ffjj{{��SEETSTRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, -NO D17t0�}AL ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. NTERIOR Z0N"&TERI012 CORNE+ ZOWS)NMEAN ROOF HEIGHT (MRH) EXPLAINED W -4.. 4p U7op-. 00 z zo VALID ONY FOR: a� •i"Or LEAST HORIZONTAL DIMENSIONW*OR O M§ , �� LEAST HORIZONTAL -n m m O Ln -n A O �� 0 °� 1. KMR Construction ROOryHEIGHT (MRH), jIVHICHEVER R, BOUT N9 CES i- O z D D A O n d z D A �� PEAK ROOF DIMENSION v T m v A O t1 < D O O rD THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE O O U.G D r O m D 1n m z " m 2. Zip code: 33138-5488 CTSItI •LbNE 5 IF• etLt N UE CONSULT AN ENGINEER HEIGHT 5 5 m m O n m c D 3 0 UT C: (n m O X 0 rn O Z 30� in m •'*T. l Q S.T�N. p m v o- m 0 0� z w z-4 m� 3. Used within 14 days of FORAR MORE SPECIFIC IMFERPRETAWLO ii REQUIRED. MEAN 3 O m in 3 O\ „ z O C, m p z D = o • • ROOF 5 4 �zZ 1Wzzm�� p�r�i��r3irav�rmirl,°0 oz permitting ••••• •••• •••• EAVE HEIGHT Orz`t4-4O O CppDz�� rnp61H p� • MEA • a• • • 8 ROOF • • ROOF MRH) m O Z a m m z r m 'a r- Him m p Digitally signed by Gordon :00* f •�• HEIGHT HEIGHT WIND S j0 o N a > �, s t� ? me Professional Enpineer venose �Battlsto DN: c=US, st=Florida, • (MRHI • • • • • O FLOW tj O to 1' m z z z 2 Ln In N �� nerve a u,ense ePxe, neem nee • • • • • • 1 • O 5 Z X!4 ■ ■ D D D O z ,Aj 2 sw $ mit awl�elN ,is n cnl, d- 1=Deerfield Beach, • • • • • • O m r I it YNHrlD CO%Et a nus fn 1 p- Z O p D m G7 m ,�. o=Engineering Express, [} I �• • • • 5 • • • ® ® 5 4 090 y • 3 = m m -4 n F Z (A ',� M -N ssrnuDl 'Th II 'di 9'1 cn.=Gordon DiSattisto, v •• • a PLAN VIEW p z n � 4 z m D O v� m� z n G rn„e,e ,n be .e„nm by email=gordon®englneerin • • 5 rl =• r,,, 3 i'0n o Q meaucnon: ra,m online a gexpress'.com • ISOMETRIC COMPLEX o 0o i • = m _j o m � D � m v en. n.. "sr�neewMs4P.fw. Date: 2019.07.2410:00:33 ELEVATI6N a`/ a CORNERS 5 5 z m S ■ M (Inn 4 T z >1119 �� m n REMARKS DRWNCHKD DATE 6TH EDITION FLORIDA BUILDING CODE Ew��tvEE�� `<mp° mf 31, O INIT ISSUE GSS TSB 03/05/12 -° cI m I REV - ADJUSTED HEIGHTS GSS TSB 04/09/12 65 ° N s o A 1 EXPRESS < o N z I V A REV 2014 FBC DGM TSB 06/10/15 2� ` - -- - - - z aD L- ar 1.111 z UPDATES, 2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 k CORPORATE OFFICE: gy2 O �z 4 � m OR HELP FB FB 7/2/19 DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVE, SUITE 106 _� �z V 13 m NIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET DEERFIELD BEACH, FL 33442°^"-i j iV Dp �^ AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT O 954 354-0660 866-396-9999 -z a - 0 o N mWRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ( ) m m n ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7-10 TEAM ENG INEERINGEXPRESS.COM � g ,,,• ® PERMrrrEDarnlNvuIDATEouI:cERnF1cATK>N. ENGINEERINGEXPRESS.COM < %0 �; No CYiGflge, 10 'T- ;`c" y v--) Ou-)l 3�4'14A 3.1 -2— C-1 H-u2-j zrr*4(- I rUcA 1,40 C- vy 2-jr.nc )e C'I 31 3-1 '35-1 L-1 2-0 .34 ' f 10424 W SR 84, Bay 10, Davie, FL 33324 I`ID (954)342-3400 \N: w.iiil *,construction i l•.� FL-CGCO25772 Window and Door Design Form Opening =DesignOpening designSquare Wind pressure (Chart) ProductNo Width Height Footage *Zone POS NEG Approval # Conunents *Zone 5 is any opening within the corner distance from any comer. *Corner distance is .4 x mean roof height or .10 x width, but not less than 3' Please complete the information requested: Year Built: Mean Roof Height: Building Width: Building Length: Sill Height: Emergency Egress and Rescue Openings in sleeping rom qWt jnget the minimum requirements. On all submitted drawings or plans, indicate loc.%trhA of bPdroQnjs. Each sleeping room must have at least one window or door with a menImIjul *txlgar ripening P g width of 20" and a minimum net clear opening height of 24';Hith no less tl'iah 5.7 square feet. ... . . . ... F. . . . . . . . . . .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . �1 'lam 442.. i�+ 1�1 1` .t-1"1 l2 -a z -A `> � - - '�..t IyS�`� L.; -1-j CLL �i5 ►'��•C:4��-:�1 2 4t/� 2.1 ` �1` H "1 1 1;c *Zone 5 is any opening within the corner distance from any comer. *Corner distance is .4 x mean roof height or .10 x width, but not less than 3' Please complete the information requested: Year Built: Mean Roof Height: Building Width: Building Length: Sill Height: Emergency Egress and Rescue Openings in sleeping rom qWt jnget the minimum requirements. On all submitted drawings or plans, indicate loc.%trhA of bPdroQnjs. Each sleeping room must have at least one window or door with a menImIjul *txlgar ripening P g width of 20" and a minimum net clear opening height of 24';Hith no less tl'iah 5.7 square feet. ... . . . ... F. . . . . . . . . . .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 10424 W SR 84, Bay 10, Davie, FL 33324 (954)342-3400 ` FL-CGCO25772 Window and Door Design F 070k, Openinv Design loads OpjK Product Square Wind preApproval Product No \\ridth Height Footage 'Zone PPOS NEG Appro�ra} Comments *Zone 5 is any opening within the corner distance from any corner" 'Cotner distance is .4 x mean roof height or .10 x width, but not less than 3' Please complete the information requested: Year Built: Mean Roof Height: Building Width: Building Length: Sill Height: Emergency Egress and Rescue Openings in sleeping rooms must meet the minimum requirements. an all submitted drawings or plans, indicate lum. 0o 0 of bed* orams..Each tieloat:opening sleeping room must have at least one window or door ��ith a nL ►An3 rhe •.. width of 20" and a minimum net clear opening height of.24l.i4tll 4 Ito toal 5 ,7 square feet. .• ... . . . ... V. . . . . . . . . . . . .. . . . . . . . ... . . . . ... . . V: • • • • • • • • • • • • • 000 • • • • • 10424 W SR 84, Bay 10, Davie, FL 33324 (954)342-3400 FL-CGCO25772 Window and Door Design F oicni ppeninU Design loads Opening design Produce ct Square Wind pressure (Chart) POSppto`al 1EG Ct APprorodual No Width Height Foot"" Zone Comments ✓'Zone 5 is any opening within the corner distance from any corner. 'Corner distance is .4 x mean roof height or .10 x width, but not less than 3' Please complete the information requested: Year Built: Mean Roof Height: Building Width: Building Length: Sill Height: Emergency Egress and Rescue Openings in sleeping rooms must meet the minimum requirements. On all submitted drawings or plans, indisatNi"atiop otbeor2oms. Each i Q sleeping room must have at least one window or door w with a�1pili iuin het: teiQ open b �less khan 5" l square width of 20" and a minimum net clear opening heightd24:�'i�1po. � .0 feet. .• ••. . • . ••• . • .. . . . • • • • . • . • . . . . . • . • • .. . . . .. .. .•. • • . •.. . • Opening i\,o Width 10424 W SR 84, Bay 10, Davie, FL 33324 (954)342-3400 i' - ',a•_• A' `%l".I;S 1'l! lit i1 '.. '• i t �," a _.._._ -- — ;__._ FL-CGCO25772 Window and Door Design F GTM Design loads Opening design Product Product Square Wind pressure (Chart) Approval 9 POS NNEG POS NIFG Approval Footage ''Zone Comments :`Zone 5 is any opening witnin utc %,vui— '!'Cotner distance is .4 x mean roof height or .10 x width, but not less than 3' Please complete the information requested: Year Built: Mean Roof Height: Building Width: Building Length: Sill Height: Emergcnc} Egress and Rescue openings in sleeping rooms mustmeetof bedrooms. Each requirements. On all submitted drawings or plans, indicate 1pl ji A .. sleeping room must have at least one window or door i' ith a rnidi�ufln Ae! c�e2¢ opening • •• •5. square width of 20" and a minimum net clear opening height oJ12 �'�.'to ff: �s �t$n Q feet. .. ... . . . ... . . . . . . . . . . . . . .. . . . . . .. • see • • • 0:0 . . . . 0:4 . . . . . V: . . . . •• •• . . • •• J• ... . . . ... . . M IAM I•QADE MIAMI-DADE COUNTY RIMM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamida4t.gov/economl. Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "250" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 1848D, titled "Series -250 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 04/23/18, with revision A dated 06/18/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provjdg�.tq tDe user by the manufacturer or its distributors and shall be available for inspection at the job site at th$ regoe,* If 1he,Bpilding Official. This NOA consists of this page 1 and evidence page E-1, as well Raiprvval lobiiinent.mentioned above. The submitted documentation was reviewed by Manuel Perez,l3. * * 0 * 0 APPROVED i .. ... . . . ... .. 6A No. 18-0426.09 ' tzpiration Date: August 30, 2023 Approval Date: August 30, 2018 ... ... Pagel . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 1848D, titled "Series -250 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 04/23/18, with revision A dated 06/14/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 250 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9830, dated 10/24/17, with addendum letter dated 06/15/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 04/24/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 60' Edition (2017), and of no financial interest, dated January 4, 2018, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 17-0420 issued by the Product Control Section, dated June 9, 2017, signed by Manuel Perez, P.E. ..... .. .. G. OTHER ••••• • .. ... .. ... 1. None. • • • . • p1anuel P e P.E. • j1rpdujt Control Saahiiner • • • MOA No. 18-0426.09 • • Expiratibn Dilte: August 30, 2023 Approval Date: August 30, 2018 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . t � W z m SILICONE i m SILICONE DOWSIL 791 f DOWSIL 791 C 10 O V � 31 rAT4 POINTS ON UTES 7AT4POINTS THAN 36' ONLY 2ES GLASS TYPE 'A' GLASS TYPE 'Al' 7/16. OVERALL LAM. GLASS 15/16. OVERALL INSUL. LAM. GLASS GAZING OPTIONSOPTIONS SERIES -250 (L.M.I.) ALUMINUAMWONTAL ROLLING WINDOW • P4N LOAD IwfAINGS COR THE* VWM%S TO BE AS PER • CHARTS SHOWN ON SHEET 2. 9 0 • • •.AWg0vAL AACE%4:;INGLE LJfIITS OR SIDE BY SIDE • COMBINATIONS OF H.R./H.R. OR 4HONZONTNL ROLLING WITH OTHER • WINDOW TYPES 0 MODULES OF dr" @* MORE WINDOWS USING • : • 06AW1-DADE G061NT4 JAPPROVED M` 4IOV•IN BETWEEN. LOWER DESICR PRESSURE FROM•WINDEWS OR MULLION NOA WILL • • • WY TO ENTIRE SYSTEM. 0000 • • 409969 409409 994040 THIS PRODUCTOHAS BEEN DESIGNED AND TE9fED TO COMPLY WITH THE • REOSIREMENTS 1311"•TRE•2017 (6TH EeIR01v} FLORIDA BUILDING CODE • • %ft:DING HIGH V;LOCrTY HURRICArE•;OV1 g"Z). IBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE • • • •L%MNED AND INGRARLCD ADEQUA7ftW Ill 9WNSFER APPLIED PRODUCT LOADS • TO THE BUILDING STRUCTURE. • • ANCHORS SHALL •BE CORROSION RJISiAWT SPACED AS SHOWN ON DETAILS • • • ANDOINSTALLED PER MANIIF"S INSTRUCTIONS.46PECIFIED EMBEDMENT TO BASE MATERIAL SHALL 489 4WOND WALL DRESSING OR STUCCO. A LOAD DURATION•INCRFSSE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 3/16' TEMP. GLASS 120' 5/16' AIR SPACE ' HEAT STREN'D. GLASS 3/16' HEAT STREN•D. GLASS 090' Interlayer 090` Interlayer Troeifol PJB Trosifol PVB By 'kuraroy Americo, Inc.' By 'kuraray Americo, Inc.' 17-3/16' HEAT STREN'D. GLASS x-3/16' HEAT STREN'D. GLASS t � W z m SILICONE i m SILICONE DOWSIL 791 f DOWSIL 791 C 10 O V � 31 rAT4 POINTS ON UTES 7AT4POINTS THAN 36' ONLY 2ES GLASS TYPE 'A' GLASS TYPE 'Al' 7/16. OVERALL LAM. GLASS 15/16. OVERALL INSUL. LAM. GLASS GAZING OPTIONSOPTIONS SERIES -250 (L.M.I.) ALUMINUAMWONTAL ROLLING WINDOW • P4N LOAD IwfAINGS COR THE* VWM%S TO BE AS PER • CHARTS SHOWN ON SHEET 2. 9 0 • • •.AWg0vAL AACE%4:;INGLE LJfIITS OR SIDE BY SIDE • COMBINATIONS OF H.R./H.R. OR 4HONZONTNL ROLLING WITH OTHER • WINDOW TYPES 0 MODULES OF dr" @* MORE WINDOWS USING • : • 06AW1-DADE G061NT4 JAPPROVED M` 4IOV•IN BETWEEN. LOWER DESICR PRESSURE FROM•WINDEWS OR MULLION NOA WILL • • • WY TO ENTIRE SYSTEM. 0000 • • 409969 409409 994040 THIS PRODUCTOHAS BEEN DESIGNED AND TE9fED TO COMPLY WITH THE • REOSIREMENTS 1311"•TRE•2017 (6TH EeIR01v} FLORIDA BUILDING CODE • • %ft:DING HIGH V;LOCrTY HURRICArE•;OV1 g"Z). IBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE • • • •L%MNED AND INGRARLCD ADEQUA7ftW Ill 9WNSFER APPLIED PRODUCT LOADS • TO THE BUILDING STRUCTURE. • • ANCHORS SHALL •BE CORROSION RJISiAWT SPACED AS SHOWN ON DETAILS • • • ANDOINSTALLED PER MANIIF"S INSTRUCTIONS.46PECIFIED EMBEDMENT TO BASE MATERIAL SHALL 489 4WOND WALL DRESSING OR STUCCO. A LOAD DURATION•INCRFSSE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL FALSE LLUNTINS / 26 7/8' (SURFACE APPUED) MAY BE USED 5353 5/8� 26 7/8' D.L OPG. D.L. OPG. 31' VENT WIDT TYPICAL ELEVATION (TESTED UNIT) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT �V M CF ski 4 060 - jl J zpOH<_ 0,03 v J I p A zui N z ui IV X }/1 O S CO O �M n n p Z 3 }� c4 Z W I �2 ON 0 y W �2 a .70BD2 g iLpq�rnved ru con9iyla6'ANbFH► �7 . .�. 27r20• Sin. Ldv, dL9 C n. ,! f l¢ $ OF � �� drawing 9 no. NAL -.0 120' II II WINDOW WIDTH 4• MAX, 4 11 3/16' 6' MAX. HEAD/SILL MTG. ST ENDS n A MAX. HEAD CORNERS n SILL FALSE LLUNTINS / 26 7/8' (SURFACE APPUED) MAY BE USED 5353 5/8� 26 7/8' D.L OPG. D.L. OPG. 31' VENT WIDT TYPICAL ELEVATION (TESTED UNIT) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT �V M CF ski 4 060 - jl J zpOH<_ 0,03 v J I p A zui N z ui IV X }/1 O S CO O �M n n p Z 3 }� c4 Z W I �2 ON 0 y W �2 a .70BD2 g iLpq�rnved ru con9iyla6'ANbFH► �7 . .�. 27r20• Sin. Ldv, dL9 C n. ,! f l¢ $ OF � �� drawing 9 no. NAL -.0 II II II ' II I II I IF____�r 4 II ,III 4 n n J 4 it ii li 4 -4 ---1r---- =1r == -n---- zt--- 11 II II II II II II II II II II 11 II —7r�= =-tLr u 71t-= I n I 3 II FALSE LLUNTINS / 26 7/8' (SURFACE APPUED) MAY BE USED 5353 5/8� 26 7/8' D.L OPG. D.L. OPG. 31' VENT WIDT TYPICAL ELEVATION (TESTED UNIT) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT �V M CF ski 4 060 - jl J zpOH<_ 0,03 v J I p A zui N z ui IV X }/1 O S CO O �M n n p Z 3 }� c4 Z W I �2 ON 0 y W �2 a .70BD2 g iLpq�rnved ru con9iyla6'ANbFH► �7 . .�. 27r20• Sin. Ldv, dL9 C n. ,! f l¢ $ OF � �� drawing 9 no. NAL -.0 XO OR OX LEFT 6: RIGHT VENTS TO BE OF EGLIAL GLASS DLO WIDTHS WINDOW DINS. MM. D.L.O. WIDTHS WIDTH HEIGHT VENT FIXED 84" 50-5/8" 38' 38' 74" 63" 33` 1. 64" 72" 28' 28' 81' 1 76' 26-1/2" 26-1/2" WINDOW WIDTH • Ott! • • OFWWWO VENTS TO YE•1q(3Ik W&THE WINDOW WIDTH • • OW DIMS. .L.O. WIDTHS WIDTH• HEIGHT VENTS FIXED 1 0 50-5/8" 16` 35-13/18` w3W)• • (1/3W) (1/3W) 28-13/16" 92" 76' 6' 26-7/16' 32-11/18' 65-5/18' 93" 72" 28-5/16' 56-11/16' 88' 78' 26-11/16' 53-5/16" •• • • •••••• • • Ott! • • OFWWWO VENTS TO YE•1q(3Ik W&THE WINDOW WIDTH • • OW DIMS. .L.O. WIDTHS WIDTH• HEIGHT VENTS FIXED 1 0 50-5/8" 16` 35-13/18` 113` 83' 8' 33-7/18" 99' 72' 28-13/16" 92" 76' 6' 26-7/16' XO OR OX OPERATING VENT TO BE 1/3 OF THE WINDOW WIDTH WINDOW DINS. MAX. D.L.O. WIDTHS WIDTH HEIGHT VENT FIXED 120' 50-5/8" 37-5/16" 74-11/16- 106" 63" 32-11/18' 65-5/18' 93" 72" 28-5/16' 56-11/16' 88' 78' 26-11/16' 53-5/16" XOX OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH WINDOW DIMS. MAX. D.L.O. WIDTHS WIDTH HEIGHT �I (1/4W) I � 0/m (1/4W) � �I Lill 50-5/8' 32-7/8" 65-11/16' 144' XOX OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH WINDOW DIMS. MAX. D.L.O. WIDTHS WIDTH HEIGHT VENT FIXED 144' 50-5/8' 32-7/8" 65-11/16' 144' 83' 32-7/8' 85-11/16' 126' 72' 28-3/8' 56-11/16' 120' 76" 26-7/8' 53-11/16' N v 3 3 z N w g � Ln t0 O 5") 000z I I W O N� U�w W 002 MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 70.0 PSF INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED USE ABOVE LOADS FOR WINDOWS WITHOUT ADD—ON RISER. INSTALLATIONS WHERE WATER INFILTRATION RELSTANCE IS REQUIRED USE ADD—ON RISER FOR ABOVE LOADS. OR LIMIT MAX. EXTERIOR(+) LOADS TO +60.0 PSF FOR WINDOWS WITHOUT RISER SEE SHEET 3 FOR DETAIL ` 70592 '=_ yd n Agpm.vd m mmpyR> ing wM! _ S a FTaridx idlny C e n 27,201 DatY 5 OF •�� drawing no. 471aa.1 ede produrt Con r_ '�, S'/�Nel O ..4 \ D W2 a g • wi EDGE DIST. WOOD BUCK n TYPICAL ANCHORS SEE ELEV. EDGE [ FOR SPACING MIAMI-DADE COUNT' APPROVED MULUON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS �' L TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING WEEPHOLES: W1 = 1/4" X 2-1/4" WEEPHOLES WITH BAFFLE AT 4" FROM EACH END AND 37-1/2" O.C. MAX. W2 = (3) 1/4" DIA. WEEPHOLES AT 1/2" O.C. AT CENTER OF EACH LITE SEE SHEET 2 FOR LIMITATIONS �•'' W TYPICAL ANCHORS 1BY Z g Q u SEE EIEV. WOOD BUCK FOR SPACING METAL a n d'., • .. 11 DIST. STRUCTURE 16 Nn O ..4 \ D W2 a g • wi EDGE DIST. WOOD BUCK n TYPICAL ANCHORS SEE ELEV. EDGE [ FOR SPACING MIAMI-DADE COUNT' APPROVED MULUON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS �' L TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING WEEPHOLES: W1 = 1/4" X 2-1/4" WEEPHOLES WITH BAFFLE AT 4" FROM EACH END AND 37-1/2" O.C. MAX. W2 = (3) 1/4" DIA. WEEPHOLES AT 1/2" O.C. AT CENTER OF EACH LITE SEE SHEET 2 FOR LIMITATIONS �•'' W 4 V i lel � a EDGE � DISE. Z g Q u q 2 z f f 2 a -� sQ i� c 16 Nn 0 O c Q TYPICAL ANCHORS Mo SEE ELEV. FOR SPACING 7 y gss� ZZ Q W WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. " a U n.� TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA ULTRACON BY 'ELCO' (Fu- 177 KSI, Fy=155 KSI) O N INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 2 w THRU 1 BY BUCKS INTO CONC. OR BLOCKS i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o N N� 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) = r 3 n = 001,3 u� DIRECTLY INTO CONCRETE OR BLOCKS a ao 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/S(LL/JAMBS) c Z_ 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) N 1 3 Z 0 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) U 000 INTO MIAMI-DADE COUNTY APPROVED MULLIONS N W OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE ° INTO CONCRETE AND BLOCKS = 2-1/2" MIN. a INTO WOOD STRUCTURE = 1" MIN. a° INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fb - 3000 PSI MIN. • ° C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. n A ENBF '•.G7 ' � •� .70592 • \ . x r un 27,201 = 5 • •TYPICAL ANCHORS fQ-- _ �'•,• 8 ATE OF d'-winge no. SEE ELEV. :.r amu•: C FOR SPACING �OFt1D�t•'G "'-� •• 18-48DD �� ss'/AAteL Q�� TYPICAL FOF LOCK TYPE 2\ C O VENT WIDTH ll MAX. n • -- SCREEN OPT. 4ftu < a • e • 0 k q • • "'ING • 4 9999•• 9999 9999 9999 • 90••90 0000• • • 0*00 • • • • • • 0.000• 4ftu < a NCHORS 0 k q MC Q i �6�0 ax�p J $ J m J TYPICAL ANCHORS SEE ELEV. 3 Z (n FOR SPACING D OPG. 1/4" MAX. 9 SHIMS }n W 1 1./4 - c O oM � O mN ZLL 0 a u') N 3 Zi j __ SCREEN OPT. _______ . ,.' • f & a a G m ac H U N U0w W 002 4 I"Y W000 ROCKS cg o_ u bi 0N tip JPpiAH,Y� ' •e�ae�a44+[nlbb - k `rtAA ♦tiand :nte Pru uet CantroA n 27,201 B�Dj� STATE OF (y�� ` j � drawing no. —48D`2 18 • • •• • • • • • • TYPICAL ANCHORS SEE ELEV. • FOR SPACING i METAL STRUCTURE EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING COUNTY APPROVED BULLION ANCHORS MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER O ALT. ♦ A t, / .70562 3 n 27,201y{�Lt�" -0 STATE OF`� dfowingo no. ®JYAL ♦�♦♦♦ abaet g of 7 TYPICAL ANCHORS SEE ELEV. ° - p FOR SPACING 0 I • FA � N • •• • • • • • • TYPICAL ANCHORS SEE ELEV. • FOR SPACING i METAL STRUCTURE EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING COUNTY APPROVED BULLION ANCHORS MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER O ALT. ♦ A t, / .70562 3 n 27,201y{�Lt�" -0 STATE OF`� dfowingo no. ®JYAL ♦�♦♦♦ abaet g of 7 • • •• • • • • • • TYPICAL ANCHORS SEE ELEV. • FOR SPACING i METAL STRUCTURE EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING COUNTY APPROVED BULLION ANCHORS MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER O ALT. ♦ A t, / .70562 3 n 27,201y{�Lt�" -0 STATE OF`� dfowingo no. ®JYAL ♦�♦♦♦ abaet g of 7 1.338 .715 �- 1.434 813 L7.41 1 - Q VENT TOP/BOTTOM RAIL (1) FRAME HEAD )3 JAMB STILE 1.248 p--2.083 3.876 .078 2.563 078 1.411 1.811 it JIU7) III 062 • • • 500 • • •••• • • • N12 • • • �'�Z • Qi MEETING RAIL •O2 FRAJOE SILL 000000 • • • h2.344.062 • • 1.•••• .3126311.41•250 • •.062 •••• •••• •••••• 1.521 • • • •••••• .078 •1.531 •• �• •S1L�?I�1�K •••••• • O FIXED ATG. RAIL •• ••• .500 1.jBS_ ••• : r1.158-1 )4 MOV. FRAME JAMB ) (5) FIXED, FRAME JAMB 1.247 1.254 1.445 078 L. 963 25 SPRING LOADED LATCH .107 �{ .062 O SILL SUPPORT 730 46 040 12 SCREW COVER .635 719 I .050 .803 - 926 1TRU PART III, QUANTITY I DESCRIPTION MATERIAL LAND./SUPPLIER/REMARKS 1 E251 1 1FRAME HEAD 6063-T6 - 2 E252 1 FRAME SILL 6083-T6 - 3 E255 1 SILL TRACK INSERT 6063-T6 - 4 E253 AS REDD. MOV. FRAME JAMB 6063-T6 - 5 E151 AS REGI. FIXED FRAME JAMB 6063-T6 - 6 E154 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 E155 1/ VENT VENT INTERLOCK 6063-T6 B E254 1/ VENT JAMB STILE 6063-T6 - 9 E157 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 E159 AS REDD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 1DA E158 AS REOD. GLAZING BEAD (INSUL LAM. GLASS) 6063 -TS - 11 F256 AS REOD. FIX. RAIL REINF., FULL LENGTH 6063-T6 - 11A E256 AS RECD. SHEAR BLOCK, 2' LONG 6063-T6 - 12 El 62 AS REGI. SCREW COVER PVC - 13 E204 AS RECD. ADD-ON SILL RISER 6063 -TB USE AS REDD. 14 E257 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL 17 }10 X 1' AS REGO. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 17A /10 X 1-1/4' 2/ CORNER FLUSH FRAME ADAPTER FASTENERS CRS FH SMS 18 %10 X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS RECD. FIN SEAL W'STRIPPING - ULTRAFAS 20 0300TI90 AS REDD. BULB SEAL 0-LON SCHLEGEL 22 E203 AS READ. GLAZING BEAD BULB SANTOPRENE U WROMETER 65:5 23 FLO-50 AS RECD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 24A /8 X 1/8' 2/ LATCH LATCH MST. SCREW ST. STEEL OH SMS 25 FY113 2/ VENT SPRING LOADED LATCH 6063-T6 - 25A - 1/ LATCH LATCH SPRING ST. STEEL - 26 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 E161 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 29 -2/ LRE SETRNG BLOCK EPDM DUROMETER 80:5 SHORE A 30 - 1 SILL SUPPORT INSERT 6063-T6 31 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL x.135 .173 �- SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH j- .532 JOINT SEALER. 719 OSO 803 1.220 J -I .062 -II 926 10 GLAZING BEADS --3.153 062 .500 744 .078 3.230-d1 28 FLUSH FRAME ADAPTER 1a I 13 SILL RISER 5 .125f rl.Prw¢d as vta id. R 1'ase AJ[ 4--1.377 aw! Da,3a FIX. RAIL REINF. SHEAR BLOCK 2 N J = N CJ IV W O N x 0Oh n 000 n OW �Z� I W )C3 v 00 W mm 8�c •'•.. i n ,� o NO.705B2 - 1 3 $ = J n 27,201ft $ 5 Wkb oft STATE OFdrowingo no. Iotrol 18-48D a 7 0000•• • • •• ••• • • ••r••• • 046** • •••••• •• •• • • 0 • 0000 •••• • ••oo 0000 •••••• • 0000. • i m27,2018jrf $ �7E OF drawing no. 18-48D M IAM I-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 2" Thick EPS Insulated Steel Sectional Garage Door up to 9'-0" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 9 dated 7/2018, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. .. ... . . . . . .. INSPECTION: A copy of this entire NOA shall be provided to thd* uSej�y; hf t�"0 fIcturer or its distributors and shall be available for inspection at the job site at the request of the g>TiI&I Cjffi:ia='; • • This NOA renews and revises NOA # 17-0731.01 and consists of this 1 agd' I %nVevidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by CarWN?..0T5trerj; JP.F! • • • • . • • . . . . . . . . . • . • . • NOA No. 18-0716.01 MiAM4DADE COUNTY /< •. • : • :.. •. • Expisdtioabate: September 20, 2022 Approval Date: August 16, 2018 Page 1 rb .... ....... . . . . . . . . . . . ... . .. .. . . . .. .. . . . ... . . Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA's A. DRAWINGS "Submitted under NOA #15-0225.06" 1. Drawing No. 101703, titled "HDG/HDGL, 66/68,4300/01, 4310/67/HDGL, 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 7 dated 2/2015, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted underNOA # 09-0929.10" 1. Test report on Forced Entry Test, per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report No. ATLNC 0428.01-09, dated 06/03/2009, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 07-0807.14" 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202, 2) Large Missile Impact Test, per FBC TAS 201, 3) Cyclic Wind Pressure Test, Loading per FBC TAS 203, along with marked -up drawings, prepared by American Test Lab, Inc., Test Report No. ATLNC 0823.01-06, dated 12/18/2006, signed and sealed by David W. Johnson, P.E. C. CALCULATIONS "Submitted under NOA # 07-0807.14" 1. Anchoring calculations, prepared by Clopay Building Products Company, dated 07/30/2007, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 07-0807.14" 1. Tensile Test per ASTM E8, Reports No. HETI-06-T604/605/606, prepared by Hurricane Engineering & Testing, Inc, dated 09/22/2006, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Corrosion Resistance Salt Spray Test per ASTM B 117, Report No. 30160-04-63365, prepared by Stork Twin City Testing Corporation, dated 01/26/2005, signed by John D. Lee, P.E. 3. Ignition Properties of Plastics Test, per ASTM D1929, Report No. 3082959-500, prepared by Intertek Testing Services NA, Inc., dated 09/16/2005, signed by Anthony Penaloza. 4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960-500, dated 10/04/2005 and Report No. 3094867SAT-001, dated 04/13/2006, prepared by Intertek Testing Services, NA, Inc., signed by Javier Trevino and Anthony Penaloza. F. STATEMENTS "Submitted under NOA #15-0225.06" 1. Statement letter of code conformance with the 2010 and the 5' edition (2014) FBC issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of code conformance to ZRIq fBB no financial interest, issued by Clopay Building Products Company, dated 07/(lei/2012ysigpjd.n i deaf el ty Scott Hanjilton, P.E. "Submitted under NOA # 12-0710.06" •• •: : : : : •. Carlos M. Utrera, P.E. • • • . t1oduct Control Examiner • • • • Y • : : . : : : NOA No. 18-0716.01 • • • • • Expiration Date: September 20, 2022 Approval Date: August 16, 2018 E4rA • • • .•. • • • • • • • • • • • age 0 • •• •• • • • •• •• Clopay Buildina Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA # 17-0731.01 A. DRAWINGS 1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 8 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E.. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 5' Edition (2014) and 61 Edition (2017) FBC issued by Clopay Building Products Company, dated 07/18/2017, signed and sealed by Scott Hamilton, P.E. 2. Test contract letter issued by American Test Lab, Inc., dated 07/17/2017, signed by Keith Owen. .. ••• • f . • •.. • . •• . . • • Lv7R • . . . . . 0. Carlos M. Utrera, P.E. 00 • • • • . •'. ' �oduct Control Examiner :0. • • • : : . : : : NOA No. 18-0716.01 . . .. • • . • • • . . ... . • ExplratioR bate: September 20, 2022 Approval Date: August 16, 2018 F_0Z • . • . ... • • . • ••• • Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New evidence submitted A. DRAWINGS 1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H Models", sheet 1 of 1, dated 11/19/1996, with revision 9 dated 7/2018, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of 9'x 8', 27ga steel garage door Model 4300 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 1023-01-17, dated 11/07/2017, signed and sealed by David W. Johnson, P.E. 2. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 7890, dated 10/01/2014, signed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchoring calculations prepared by Clopay Building Products Company, dated 07/06/2018, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Test report on weathering per ASTM G155, tensile per ASTM D638, self -ignition per ASTM D1929, smoke density per ASTM D2843 and rate of burning per ASTM D635 of Lexan SLX2432T polycarbonate, prepared by Intertek, test report # G7844.01-106-18, dated 09/28/2017, signed and sealed by Gary T. Hartman, P.E. 2. Test report on self -Ignition per ASTM D 1929 of Atlas EPS foam, prepared by Intertek, test report # 102609488NIID-002, dated 06/13/2016, signed and sealed by Rick Curkeet, P.E. 3. Test report on flame spread and smoke developed per ASTM E84, prepared by UL LLC, test report # R6705/4788441837, dated 06/06/2018, signed by James Smith. F. STATEMENTS 1. Statement letter of code conformance with the 2010, 5' edition (2014) and 61 edition (2017) FBC issued by Clopay Building Products Company, dated 07/06/2018, signed and sealed by Scott Hamilton, P.E. • • • • . .. 2. Statement letter of no financial interest iss��d by (�lop4j 1tui di��PHoducts C pany, dated 07/06/2018, signed and sealed by Scott Ha" hop. r.P.. ; • . • � � � • rjiv)f, 0i .. •., Carlos M. Utrera, P.E. ' • • • 4Product Control Examiner • NOA No. 18-0716.01 . . .. . . . . . . . ' • • • 19xpiratien Date: September 20, 2022 Approval Date: August 16, 2018 . . . . . . . . . . 000 0 . . ... . . CLOPAY MODPUS 4300_4,j.0 1,,_4.310• 44pQ4401_HDG HCGL C�QPAY MODELS H400,1-140,1 H300 H301 H310 HOLMEr MODELS 66 67 68 6200. 6201, 6203 2' x 3' • 0038' MIN GALVANIZED STEEL BACKER PLATES ATTACHED TO OOdt E' IN WI1V1 PATCNiED TOG -L -LOC SYSTEM (NOT VISIBLE FROM OUTSpE). REINFORCEMENT PUTTS OF EACH SECTION At EAC HINGE ARE LOCATED AT THE TDP M'0 BOTTOM IOCATOR. !QN• • • • ORAD I ROW OF MPACi ESETART GE&ZING IN CDCOM TOP SECTIW (SHOWN) DB NEM-iO-ME-TSU sECTON (NOT 6FIOWN) GLAZING BITE IS 18-t /2- ._.• • • E" U EW S DOOR INSTALLER (TO SUT'). GU21NG IS mJECRW uDLDEO GEC :E%lw S(%21J2R AN 1_. CC2 FIASTICACCIA' • _____ _ _ _____ _____ I, ----- SO, EUCNCE WRH /NBC 2606 SEE SECIDN 9-0 ASSEMBLY DETAILS, e HG°Hn BOND TAPE. A" RE5 XT -� / L 5 UCOOAf. BTRUCNR4 ONE-PIECE NJECMIN 9lKAlRE. N 211 k ROH FRAME CYAZAF. I _____ L000 POBIRW (Bo'H SOTS). SFE P.—CHi RETAk:ER i 1-1C< FKH LOCK FOR DETAAS. FAS1E1rt0 TO FRAUE WTM SSPE., PAR READ _____ �,I! 1' ____ II I• ____''! TABLE_t TABLE 2 Z. ti INSTALLER RETAIL -JAI It. OF II. BOOR HEIGHT MODEL MODEL OESCPPTpN u,y___---�I SECTION$ 1300 H3UC HDD 66 620D 27 W. MIN, EXTERIOR SOW SHORT RNSEO PANEL IT TI 7'0' 4 l4DC — ./A 24 W. MIN. EXTERIOR SKIN; SHORT RAISED PANEL �I 7'3' TO 8'9' S I -i _ I A 24 GA. IN. EXTERIOR SKIN, FLUSH PANEL w n X. DO� WIDTH = 9'-0' 9'0' TO 1D'6' 6 Ay01 Hy01 66 Ot 27 GA. NIN_EKTERIOR SKIN RUSH PANEL H OF 10'9' TO 12'3' 7 ty 10 H310 HDG, 61. 6203 27- CA, MIN. EXTERIOR SKIN: WIDE —SED PANEL 12'6' To 14.0' B 14'3' TO 15'9' 9 Rm'.EmK"xE�R E 16'D' 10 SECTION A -A • i • • I • TRACKCONFIGURATION RDRIzONTAL TRACK SUPPORT _ BY DOOR INS)ALLER (TO SUIT). W[E// / CENTER HANG RUOOU D TOR II / DOORS DYER 6' --KRTICAL TRACK APACHCD to 1- BRACKET WITH (1) S/0'U/4' CARRMGE 8 IJ GA GALV. SEFL FUG BRACKET. EAM FASIENEO TO Wow INA..H1H (3) S/16'R1 -1, 2' WT.pD HAG S.- � K TRACK TrACHm TOO rzoNIAL BRACH MR. (2) 1/1'•y/l- TPAERBOUS. 2' GAT". STEEL TRACK. TRACK THICKNESS: 0.060'. LHR TOP BRACKET )aII r 7 DOUBLE I,MIZONTAL h--_ TRACw - -PTO I ITP. 2-t/2-+12 CA W'_V. STEEL TUCK BRACKEt. (4) TRACK BRACRETS PER SIDE (UP TO 8' HKY,). '5) TR BiUCKETS PER SIDE (UP TO ID' •G(N). (6) TRACK BRACKETS PER SCE (UP TO 11: ROR swE DOOR MAX SECTION HEIGHT= 211 PRODUCT REVISED '7) TRACK BRACKETS PER SIDE ('JP TO 14 HIGH). xO SCNABNEI. i ot�PlyYq Alth EM Florida (B) TRACK BRACKETS PER SIDE ('JP TO Ifi MGH). .EE�'�y �+'� I•A+xE*�K 1OE 1EDE I LI F� � as RR CF RArFs NOA-Ng Coda �J�p}��.� 2' TH;cK Nom-�+a• 18.0716.01 PREPARATION OF JAMBS BY OTHERS MILEI']' : If E THE DESIBN OF THE SUPPORTI STRUCTURAL ELEMENTS SHALL _ �'1 fDµ NO roN �R'D Explratloa 091202022 BF THE RESPONSIBILITY OF WE PROTESSIONAI. OF RECORD FOR THE NO BDip FATO00 9U-ONG OR STRUCTURE NMB IN ACCORDANCE WRH CURRENT P.UILDINf, -�=°0X 21 x(0.0 w+) my 'K CODES FOR TIE LOADS USED ON M5 DRAWING. EtrtRUR s HUN (Nm r�cn.ern- Mia 1-0ad ITI Gontroi n2D s • • • • DRAWNG aui." • • • PD"ER"o�� a aR1T.G TO BOTH • •2-3/4• •• •i!I/4' (MIN)',ff SoCE OF STEEL Am. .1 Rp] �,6• SI T NET. I r •••• • Lw5 I �--r • 7-)/s • . 7-1/2' A:Umi°EVE Viols • ��•✓•11V 1F R TAP%NC SCREWS �—[ .- Ery CON :Or.u. To (2) IS w. D.L". 6TETi,aR JAMB TO SUPPORTING STRUCTURE ATTACHMENT HORIZONTAL (TOR) JAMB r.4rt-B s�eFA/ I#M /�R /f�) /Il'S/0 SHf6T11. µl THE LOAD F90M THB DOOR IS TRANSFERRED TO THE TRICK AND THEN FROM, THF TRACK TO THE 2x5 ESU$ VERTICJI- S P (GRADE /2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR TS TRANSFERRED TO THE HINGE. HORIZONTAL (TOP) JAUBIGEN2. ALL 1AVB FASTENERS NAT BE (BUT ARE NOT PE'OUIRED TO BE) COUNTERSUNK T, PRW10E ASTKES SUP (e) /11x5/' MOUNTING SURFACE -1" AND (l) 3. A 1/3 STRESS 'NCREASE FOR WIND LOAD WAS NNW USED IN 1HE CALC(RATION 0= ALLOA'A6.E LOADS FORRANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASGNRT. WOOD FRAME BUILDINGS STUD WALLS DF DOM OPENING SIHAyL BE FRAMED SOLID By NOT LESS THAN (J) 2.6 PRESSURE TREATED SYP MAx O.C. 3" T. . 20 GA GALV. STEEL (GRADE B7 OR BETTER) WOW STUDS M A STRESS GRADE HOT LESS THAry 1200 P81 NDMINAL EXTREME FIBER U- TWD U -BARS PER STRESS 1N BENDING (F,). SND WALLS TO BE CONTINUOUS ROM FOOTING TO TIE BEAMS. SECTION, EACH D -Bu+ BLOCK WALL OR CONCRETE ATTACHED WRH 1/l•._/4' SELF 2X6 STT+ (GRADE /1 OR BETTE ) WOW NMB SHALL BE ANCHORED TO GROUT REINFORCE- 6 OCK WALE DR TAPPING SND AN (2) SCREWS 2.G KNTICAL JAMB -` AT EACH END MIO INTERNED. CA S EXEDINICOLUMN. BLOCK WALL CELLS INTO I E FIll,EO 'ACTH CONCRETE AND REINFORCES WITH RUNFORCING \ STILE LDWTION. BARS EXTENDING INTO THE FETING AND INTO RE BEAMS. ALL BARS SHALL DE CONTNUDUS FROM THE TE BE D PHE PER BI WALT O CONCRETE OF REE. CLOCK WAllS MA CONCR�E COLUMNS TO BE DESIGNED BI' PIE BUILDING FNGINEFR OR ARCHITECT OF RECORD. sww (O.D ulNl IRI` STEEL .+' (DRAwlxc E1_11 REP AND BAKED-oR PTe•M•ED Two A uButEO-DNS roEs�R q-1 Tar _ R RDEs of S w5 GLv. STEL DO- -Cr. Trp SHED WITH (2) j /C' -11 SC PCW.. JM E- 4' iTFiM l TIS v 2x4 JAMB TU SUPPORTING STRUCTURE ATTACHMENT (NDT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS) 'MAXIMUM JAIQi3• tONFIGIII !QN• • • • 2:6 W0� .IAMB • • E" U EW S DOOR INSTALLER (TO SUT'). • !8 GA 4ALVANIZE0 STEEL END MBU (ATTACHED WITH ONE 'STANCESTEEL p�WY INSTALLED j18-18 a 1/2- WAFER --HEAD SCREW AVD • • TUiEIMER SECURED UPON INSTALLATION WITH HINGE SCREWS. I. W •ASU. STEEL TRACH BRACKET • • FASTENED TO WOOD JAMB WITH ONE 5/16'1*t/2' WK• •L�I•By PER 'e w CT STEEL KEERR HNc • BI, GAL". STEEL TRACK `MNFAS RrEnl7a 5 KEN — -B2- () / s/6' SV_ METAL [NEWS. FASENED TO TRACK 7/16' RW 0 INSMLLED DR EACH ROLLER SOFT. BRACKETS EACH BRACKET ATTACHED WIM ONE - A 9A. GALv STEEL FN HNGF FA52N'ED TO EW SIRES w/(l) ENI BEET k N1 m F TAPPC SCREMB Eil.5/0' SNEEERETIAL SCREWS 6 (a) 1/--SELW Mp 1/4' R-2- 1C BLL STFTI ROLLER`ACTH STEEL OR __CN ERC Ery CON :Or.u. To (2) IS w. D.L". 6TETi,aR JAMB TO SUPPORTING STRUCTURE ATTACHMENT HORIZONTAL (TOR) JAMB r.4rt-B s�eFA/ I#M /�R /f�) /Il'S/0 SHf6T11. µl THE LOAD F90M THB DOOR IS TRANSFERRED TO THE TRICK AND THEN FROM, THF TRACK TO THE 2x5 ESU$ VERTICJI- S P (GRADE /2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR TS TRANSFERRED TO THE HINGE. HORIZONTAL (TOP) JAUBIGEN2. ALL 1AVB FASTENERS NAT BE (BUT ARE NOT PE'OUIRED TO BE) COUNTERSUNK T, PRW10E ASTKES SUP (e) /11x5/' MOUNTING SURFACE -1" AND (l) 3. A 1/3 STRESS 'NCREASE FOR WIND LOAD WAS NNW USED IN 1HE CALC(RATION 0= ALLOA'A6.E LOADS FORRANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASGNRT. WOOD FRAME BUILDINGS STUD WALLS DF DOM OPENING SIHAyL BE FRAMED SOLID By NOT LESS THAN (J) 2.6 PRESSURE TREATED SYP MAx O.C. 3" T. . 20 GA GALV. STEEL (GRADE B7 OR BETTER) WOW STUDS M A STRESS GRADE HOT LESS THAry 1200 P81 NDMINAL EXTREME FIBER U- TWD U -BARS PER STRESS 1N BENDING (F,). SND WALLS TO BE CONTINUOUS ROM FOOTING TO TIE BEAMS. SECTION, EACH D -Bu+ BLOCK WALL OR CONCRETE ATTACHED WRH 1/l•._/4' SELF 2X6 STT+ (GRADE /1 OR BETTE ) WOW NMB SHALL BE ANCHORED TO GROUT REINFORCE- 6 OCK WALE DR TAPPING SND AN (2) SCREWS 2.G KNTICAL JAMB -` AT EACH END MIO INTERNED. CA S EXEDINICOLUMN. BLOCK WALL CELLS INTO I E FIll,EO 'ACTH CONCRETE AND REINFORCES WITH RUNFORCING \ STILE LDWTION. BARS EXTENDING INTO THE FETING AND INTO RE BEAMS. ALL BARS SHALL DE CONTNUDUS FROM THE TE BE D PHE PER BI WALT O CONCRETE OF REE. CLOCK WAllS MA CONCR�E COLUMNS TO BE DESIGNED BI' PIE BUILDING FNGINEFR OR ARCHITECT OF RECORD. sww (O.D ulNl IRI` STEEL .+' (DRAwlxc E1_11 REP AND BAKED-oR PTe•M•ED Two A uButEO-DNS roEs�R q-1 Tar _ R RDEs of S w5 GLv. STEL DO- -Cr. Trp SHED WITH (2) j /C' -11 SC PCW.. JM E- 4' iTFiM l TIS v 2x4 JAMB TU SUPPORTING STRUCTURE ATTACHMENT :TER k-�C��&G"G+yFDRMS•SO THE- S' HOF/SCREM MAREWE 'ROM BDTTOM AT NO MORE 1HA HMS M' N CENTER dSTNHCE. RECYII�EMt1�ii 61F.1E FIFTH.EyOI'M FDC I i SIN /SCREW RMSrMLEa AT —1 AS BOB AS THE — OPENING NEIGH AND `HE SIXTH ED'(ION 9G (7017). HGNKS ;DESIGN,+4�a"+3 E�8ei0• ?��,F $/$/�E'' 60.0 PSF. �ZCjDpay -Lor+r B11w:Nc PRD—TE COMr.HT; ; D,SGIYENGRREERI 6505 DUKE BVD. VASON, OH'6GW / Building Producis�W- (NDT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS) 'MAXIMUM ION CENTER 'STANCESTEEL BJLDNG N E BETWEER ASHERS FASTENERS REWIRED'. 90 BLOC (HB.LO UR - « T- (1-1/4' EMBED) ILLTRACON CONCRETE ANCHOR (2 1/2' Mtn EDGE DISTANCE) NR341ED> 000 PSI MIN Eggirf 4 t 4 (1 3 4 UL RACON CONGRE E A . GR 2 MIN EDGE DISTANCE A 2A - �Dw S MICONC-hE1-E 4 2 12 EMBE EMBED) __ WEJ T SLEEK GHO 2 2 IN E C O'STRNC LAG SC RCN (4TH J07 CRAB A 2-t 1 MN EM DISTANC __ - 24 IN, -0 24 24 .D. :TER k-�C��&G"G+yFDRMS•SO THE- S' HOF/SCREM MAREWE 'ROM BDTTOM AT NO MORE 1HA HMS M' N CENTER dSTNHCE. RECYII�EMt1�ii 61F.1E FIFTH.EyOI'M FDC I i SIN /SCREW RMSrMLEa AT —1 AS BOB AS THE — OPENING NEIGH AND `HE SIXTH ED'(ION 9G (7017). HGNKS ;DESIGN,+4�a"+3 E�8ei0• ?��,F $/$/�E'' 60.0 PSF. �ZCjDpay -Lor+r B11w:Nc PRD—TE COMr.HT; ; D,SGIYENGRREERI 6505 DUKE BVD. VASON, OH'6GW / Building Producis�W- MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described hereinZ and has been designed to comply with the Florida Building ,�,C- ,ul`3mg he High Velocity Hurricane Zone. DESCRIPTION: Series "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCiTMTNT nrnuriin_g Nn w09-12 titled "Eco -Guard oriz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job -site at ilia: �eyuesi:of tll BUding Official. This NOA renews NOA# 17-1102.23 and consists of this page i ;.nfi evidexca peges+E-1, E-2, E-3 and E-4, .. . . . .. as well as approval document mentioned above. .. ••• The submitted documentation was reviewed by Manuel Perez, P.E. • • CApproval NOA No. 18-1220.07 atien Date: May 27, 2024 Date: January 24, 2019 Page 1 . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA#14-0317.01) 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, .. *0: • • . . • • . . (Submitted under NOA#09-0312.08) •:: • • • • .. ... .. . ... dlqk Manuel Pre P.E. • • • • • • • • • Odilct Contro E3 finer • • • • : NOA No. 18-1220.07 . . . . . .. . • • • • Exp.sratio.1n. Date: May 27, 2024 Approval Date: January 24, 2019 E- 1 000 • . . . 6:0 •• . . . . . •• .. . . . •• •• 000 0 . . ... . . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. ....... . .. .. (Submitted under NOA#09-0312.08) ; • •; ; ......... . .. ... .. . . . . .. J .. ... . . . . . ManuelPer , .E. • • • • • • • PrNuct Control am' er .. . . . • . • • • • • • • • • NOA No. 18 0.07 • • •• • • • . . .. • • • • • • Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-2000 . . . . ... . . ... . %00: . . . . . 000 0 0 0 ... 0 0 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, complying with FBC 611 Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on __._-_7104/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated October 12, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 09/03/15 and expiring on 05/27/19. ....... . ......... • . . .. . . . • • • • • .... • . Qtet ': Manuel Per , P. . • • • Priduot Control E amin r • • ... • &bA No. 18- .07 Expiration Date: May 27, 2024 ••• •App.oyalDate: January 24,2019 E-3 . . . . . .. .. ... . . . . . . . . . . . . .. .. ... . . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 2. None. G. OTHERS 1. Notice of Acceptance No. 17-1102.23, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 01/11/18 and expiring on 05/27/19. • • • • • • • • • • • •• ••• • • • • •• • :14anuel Perez .E. . • • • �rV ubl Control Exa ine • • •000 0 16 No. 18-12 . 7 Expiration Date: May 27, 2024 • • •:Pro val Date: January 24, 2019 E-4 • • . • . • • . • • • • •• •. . • . .• .• 3 1/2" MAX. HEAD/SILL CORNERS 72" WINDOW WIDTH 4' 3 �TT \ I I II II I-- II II ;I IID 4 jl li 4 __711�TC ra II II II '1 II II e 3 II '1 DOW CORNING 89 GLASS �I 1� FALSE MUNTINS (SURFACE APPLIED) MAY BE USED D.L. OPG. D.L. OPG. 35 3/8" VEM WIDTH THESE WINDOWS ARE RATED FOR LARG L MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. mw 3 1/2' MAX. z HEAD/SILL CORNERS _ C _ � 4 H m c m V x \w \C` n z 3 > / 1/8" HEAT STREN'D. GLASS .090' interlayer SentryGbe By 'Kumray America, Inc.' 1/8' HEAT STREMD. GLASS SILICONE d DOW CORNING 899 p- GE SCS 2000 F Z m = o \ 2 w 23 10 AT 1/4 POINTS ON LITES 29 WIDER THAN 36" ONLY WINDOW WIDTH 'N'D. GLASS 3 ------ 1 \ rl 1 rlayerBy BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ra America,Inc.HEAT STREN'D.SILICONE I DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS I� DOW CORNING 89 GLASS GE SCS 2000 1/8" HEAT STREN'D. j II II I I II 'I Troeifol PVB II '1 e' 3 II II ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON—COMPRESSIBLE. 1/8' HEAT STREN'D. GLASS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 23 Al 1/4 POINTS ON LTTES 29 WIDER THAN 36' ONLY GLASS TYPE 'A' mw 3 1/2' MAX. z HEAD/SILL CORNERS _ C _ � 4 H m c m V x \w \C` n z 3 > / 1/8" HEAT STREN'D. GLASS .090' interlayer SentryGbe By 'Kumray America, Inc.' 1/8' HEAT STREMD. GLASS SILICONE d DOW CORNING 899 p- GE SCS 2000 F Z m = o \ 2 w 23 10 AT 1/4 POINTS ON LITES 29 WIDER THAN 36" ONLY WINDOW WIDTH 10 5/8' MAX. 4' HEAD/SILL r-- 3. A CORNERS 3 ------ 1 \ rl 1 REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (61H EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ra 1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE I DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS I� TO THE BUILDING STRUCTURE. GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 1/8" HEAT STREN'D. AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE II II I I II 'I Troeifol PVB II '1 e' 3 II II ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON—COMPRESSIBLE. 1/8' HEAT STREN'D. GLASS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT FALSE MUNTINS 32 3/4' 32 3/4' (SURFACEAPPLIED) MAY BE USED D.L. OPG. D.L. OPG. AJ ANCHORS AT MTC. STILE ENDS TYP. ANCHORS REOD. FOR SIZES AND LOADS QED WTfH '-' ON SHEET 2 ONLY 36 7/8" DESIGN L RR-A7I1GS FOR THESE WINDOWS TO BE AS PER VENT WIDTH CHARTS S ON SHEETS 2. TQ'VuMT FOR SMALL MISSILE IMPACT RATING AP AL APPLIES TO SINGLE UNITS OR SIDE BY SIDE OMB,NATIONS OF H.R./H. R. OR HORIZONTAL ROLLING WfTH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (61H EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1/8' HEAT STREWD. GLASS 1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 5/16" AIR SPACE TO THE BUILDING STRUCTURE. GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 1/8" HEAT STREN'D. AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE 090" Interlayer MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Troeifol PVB A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By 'Kuraray America, Inc.' ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON—COMPRESSIBLE. 1/8' HEAT STREN'D. GLASS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE *El ARDINAL XL REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS, GE SPACER THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ^ T. STEEL FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY o o SILICONE OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC.DOW 899 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIALRO DUCT PFuEW.rAEN,9f[[�� PR(Y.1Z CT \ ) 70582 ia Li .c 7T.,v ,.a.:SETTING BLOCKS AT I/A.c pwnc..a29 NTS. GLASS AND INSUL LAM` GL0.55Vir;iw� E;ate,OS7. 18 • y 9 ALL SIZES A OF drawn no. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS By�� (` GLASS 'TYPE 'C' M --- M,rar is'S'/OAfee fG�� A = NO. OF ANCHORS PER HEAD & SILL O - N0. OF,.ANCHDRS_PER JAMB /� *MAX. LOAD FOR THESE SIZES IS -90.0 PSF �VRTF{"T$ ANCHORS ATA1T0. STILE ENDS 4 II LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) / WINDOW DINS. O m Z W/O REINF. WITH REINF. A GLASS TYPE CLASS TYPE GLASS TYPE 'A' 'B' 'C' Exll I INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT 26-1/2' 37• 26" (3) 4 70.0 1 80.0 80.0 90.0 1 70.0 1 80.0 4 70.0 1 80.0 80.0 80.053-1/8" 8 70.0 80.0 80.0 0.0 80.074" 8 700 800 80.0 0.0 B0.026-1/2" 70.0 38-3/8" (4) 4 70.0 80.0 80.0 12 70.0 B0.0 B0.0 90.0 70.0 0.0 80.037• 390)...,.,.070.0 4 70.0 80.0 80.0 0.0 80.053-1/8' 6 70.0 80.0 80.0 0.0 80.074' 8 70.0 80.0 80.0 0.0 80.026-1/2' 53-1/8' 74' (5) 4 70.0 80.0 80A 12 70.0 80.0 80.0 1 90.0 70.0 0.0 80.037"50-5/8' 4 70.0 80.0 80.0 0.0 80.0 6 70.0 1 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 BOA 11 26-1/2' 37• 53-1/8" 74• 63' (e) 4 70.0 80.0 B0.0 90.0 70.0 80.o 4 68.9 77.5 80.0 90.0 70.0 80.0 8 70.0 70.0 60.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 70.0 80.0 24" 36" 48'24"3 So. 72" () 4 70.0 80.0 80.0 90.0 70.0 60.0 4 70.0 80.0 60.0 90.0 70.0 60.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24• 36" 48' 60" 72' (4) 4 70.0 80.0 80.0 90.0 70.0 50.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 r 8 70.0 80.0 1 80.0 90.0 70.0 80.0 24• 36" 48' 60• 72" 48' (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 60.0 80.0 90.0 70.0 80.0 6 76.0 60.0 80.0 90-0 70.0 80.0 6 70.0 80.0 1 80.0 90.0 70.0 80.0 24" 36' 4g' 60' 72' 60. 4 70.0 0 60.0 90.0 70.0 80.0 4 70.0 0 80.0 90.0 70.0 80.0 6 70.0 0 80.0 90.0 70.0 !10 80.0 6 70.0 0 80.0 90.0 70.0 60.0 8 70.0 0 B0.0 87.6 70.0 60.0 A = NO. OF ANCHORS PER HEAD & SILL O - N0. OF,.ANCHDRS_PER JAMB /� *MAX. LOAD FOR THESE SIZES IS -90.0 PSF �VRTF{"T$ ANCHORS ATA1T0. STILE ENDS 4 II LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' A = NO, OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHDHS-PER-JAMB____ DESIGN LOAD CAPACITY - PSF (XOX SIZES) / WINDOW DIMS. O m Z W/O RMF. WITH REINF. A GLASS TYPE GLASS TYPE GLASS TYPE 'A' TI' 'C' kXT.(+) INT.(-) ()R.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT 74' 106-1/4' 711' 26' (3) 9 70.0 80.0 80.0 1 90.0 1 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 60.0 90A 70.0 80.0 74• 106-1/4' 111' 38- (4)4) 9 70.0 50.0 B0.0 90.0 70.0 80.0 12 70.0 B0.0 B0.0 90.0 70.0 Bob 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4' 111" 5D-5/8" (5) 9 70.0 80.0 80.0 1 90.0 1 70.0 80.0 __T- 12 70.0 80.0 90.0 90.0 70.0 80.0 12 70.0 80.0 80.0 1 90.0 70.0 80.0 74" 106-1/4' 717' (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 82.6 70.0 BOA 12 70.0 70.0 80.0 80.4 70.0 80.0 72" 84' 96, IDS' 24' (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 BO.D 80.0 90.0 70.0 80.0 12 70.D 50.0 50.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 1 70.0 80.0 72' 84" 96" 1 D5" 36" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 60.0 80.0 90.0 70.0 solo 12 70.0 80.0 BOO 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96' tog" 48• (5) 9 1 70.0 86.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90D 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" et' 96" 108" 6o" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 9D.0 70.0 80.0 12 70.0 70.0 a0.0 87.6 70.0 90.0 A = NO, OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHDHS-PER-JAMB____ OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' * MAX. LOAD THESE SIZES I8N -90.0 / WITH ANCHORS AT MTG. STILE ENDS O m Z w/o REINF. WITH REINF. A (1/3W) WIDTH (1/3W) 74" 106-1/4" 111• (3) 9 70.0 80.0 80.0 90.0 70.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'xox' ala.; ye-�i:2l :inr .+amtAa ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. 11m 1"11110 DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. O m Z w/o REINF. WITH REINF. A GLASS TYPE GLASS TYPE GLASS TYPE 'A' 'B' 'C' IXf.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT 74" 106-1/4" 111• (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 BOA 12 70.0 80.0 80.0 90.0 70.0 80.0 74"9 106-1/4' 111• 38-3/8' (4) '• 70.0 60.0 80.0 90.0 70.0 Ill 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8' (5) 9 70.0 80.0 80.0 0.0 • i0.0• • 80.0 74" (36) 9 70A 70.0 80.0 9•.• : b4 80.0 • 72" 84" 96" 106" 24• (3) 9 70.0 50.0 80.0 90.e *10l 60.0 9 70.0 80.0 80.0 904 Ill 80.0 12 70.0 80.0 80.0 *.0 70.(! 80.0 12 70.0 80.0 80.0 90. .0 80.0 72" 84" 96" 105" 36' (4) 9 70.0 50.0 80.0 904 al 80.0 9 70.0 80.0 80.0 7 . 80.0 12 70.0 60.0 80.0 90.0 70.0 80.0 - - 80.D S.If 80.0 72" 84" 96" ) 9 70.0 80.0 80.11 �.0 70.E 80.0 9 70.0 70.0 MID 90.0 70.0 80.0 12 70.0 70.0 80.0 l.0 0. 80.0 72' 60' (6) 9 70.0 70.0 80.0 • 90.0 • 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'xox' ala.; ye-�i:2l :inr .+amtAa ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. 11m 1"11110 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) o o AND FLORIDA BUILDING COMMISSION s DECLARATORY STATEMENT DCA05-DEC-219 ° oAN W 4Y ``TTI11111 /,,,, a yO s„S;i N �'•�.: � fir., _ ' Bsit�RnLi Acmptaocc Na7-IIOy.Z5 v E-01-tio. Dutt�},Rlq ATE OF : 40, drawing no. ' olror.••��,.� W09-1 Z Z 3 O m Z a 0' oo O J O Y U N is •• (%�•TN • 8 oo • • '• IQ W,,"I �g�g9j T gyp- F; ••• •• • t 00 • 0 • E � (n W � • 1 � 0 617 • N Oo'1 � in 03 Z� w, T NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) o o AND FLORIDA BUILDING COMMISSION s DECLARATORY STATEMENT DCA05-DEC-219 ° oAN W 4Y ``TTI11111 /,,,, a yO s„S;i N �'•�.: � fir., _ ' Bsit�RnLi Acmptaocc Na7-IIOy.Z5 v E-01-tio. Dutt�},Rlq ATE OF : 40, drawing no. ' olror.••��,.� W09-1 Z TYPICAL_ ANCHORS N TYPICAL ANCHORS SEE ELEV. FOR SPACING MWAI-DADE COUNTY APPROVED MULLION h MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT•BY•ECO WDW. MUST SUSTAIN LOAOS IMPOSED BY GLAZING SYSTEM = o AND TRANSFE THEM 1t�2E. • Q N TYPICAL ANCHORS: SEE ELEV. FOR�S;w • S °' iVEEPHOLES: 1/a' DLA ILTRAGON BY 'EICO' (Fu -1T7}.. I, 'r'i Ksp • & W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH E INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • • AND 37" O.C. MAX. 1-1/2" MIN. PENETRATION INTO WOOD DiEAD4SkVJAMBS)• s } SEALANT: THRU 18Y BUCKS INTO CONC. OR BLOCKI • • 3 N 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) • • s ALL JOINTS AND FRAME CONNECTIONS SEALE WITH 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) CIO JOINT SEALER. DIRECTLY INTO CONCRETE OR BLOCKS Z 003 u 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 z o 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) oQ n pT 4 SMS OR SELF DRI I IN . SCREWS (GRADE 2 CR 8 W m MIAMI-DADE COUNTY APPROVED MULaORTO OR INTO METAL STRUCTURES HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) o STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) N R (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 4 < TYPICAL EDGE DISTANCE 2 0 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. w INTO METAL STRUCTURE = 3/4" MIN. W WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS Pc - 3000 PSI MIN. 'o LL a N C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. 8 c I ```tltl lll�Ttf�/' ::?iatUC: R.�:N,4tt"itieT+ P.••"� S ,tl • t.t:e C1ut9M.. y` i$'��•�7 PRODUCT REVISED .70592 = a j n ' s %�%�• as eomPlYtltG with Lie monde I TYPICAL ANCHORS tiY Aaeprance lVo D2.13 16Y a;'. 5x AT'E OF <y: drawing no. WOOD BUCK SEE ELEV. PirAtiot: Duty FOR SPACING , . %� ORilDt.•� W09-12 By � M . ........ EDGE DIST. Idiami Ptc.3ttct OnNtnl ��/fl 1 j m' %1 " ` sheet 3 of 7 SHIMS /4' MAX_ O SHIM C. O O 1 BY WOOD BUCKS 21 6 7 TYPICAL ANCHORS TYPICAL ANCHORS 17 ° SEE E7.EV. SEE ELEV.FOR SPACING FOR SPACING 3 N 17 201 1 f4' o SCREEN OPT. --- 20 20 6 17 4 STEEL REINFORCING 11 12 METAL AS REOD. v STRUCTURE SEE SHEET 2 FOR CAPACITY WINDOW WIDTH XO LAYOUT FOR SPACING MIAMI-DADE COUNTY CS ANCHORS V. ICING V"JCT 11F.TdEwm 2 O r n SSI 6 U» `11111111 JpoD_. '9O No 70592 0 S PROi3UC1'kEVF::ELU _ : Z} _ � a as cm:p,ying with the ?Imide _ R 6ui,dirtg Coik Accep�r2"t1•l'� E'acyitmiort Crue� �TEOF <v�: drawing no. nslza�.2419 '� •. ORID�'.•' �� W09-12 tiT rrrllOdyAl�� sheet 4 of 7 0000• • •0000 • •000• • •••• • • 900• •00•• • • • •f00• • •00•• • u0 - EDGE DIST. META' STRUCTURE _N I TYPICAL ANCHORS SEE ELEV. EDGE I-- ��=y MIAMI-DARE COUNTY APPROVED & MUWON ANCHORS 3 Z m n • v FOR SPACING I SEE SEPPFATE NOA SEE SE Q F q z vc� EDGE DIST. f. of o f Z r IL ' b@G 9IL a a 3 o CL W ALT. . . . .. . 9 • a0.pQ.$a Gap $a� TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS SEE ELEV. • • 9: • • • • • • • • • I� Z O CCCF� FOR SPACING FOR SPACING J ¢Q m g •• •• ! 3 as i • • • • V) • L O o 1 Oco ' 1/4" MAX. vwZ 3 SHIMS 28 ALT. Z o e D J ' TYPICAL ANCHORS SEE ELEV. Vi0 Gi W m FOR SPACINGvc d - c o € n r TYPICAL ANCHORS - 33 r R 3 SEE ELEV. FOR SPACING o a m U S 2 — O D24 � w ALT. _ INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER )P' uGETTSF ' •. PROFDUCT REVISED _ No. 0592 - F y p._ .\ I of - a > : o . . p • as cer. PIYMA-"'iih dh Florida Bufidia((Cede V •, �� .AcanpvwaTii l'i-1102.2! .' W� Ev".1ioe Dw,'ID' pnaq •. TE OF �(/� y drawing no. , IIy siT_—�_F_�_/T ��fIRO�hIW moi/ S 'aaJC'1�� W09-12 EDGE DIST. mni Dade P=oc=:rl Ca�lmi /q%e1-t�'ll`l_`` Sheet 5 of 7 f^� 2.750 1.067 CCEM 1 PARC R F1'201 QUANTITY 1 DESCRIPTION MAMIAL FRAME HEAD 6063-T6 MANP./SUPPLIER/RRMARID3 U m p W � -{- ,g13 O7 .40-1 -1.140-J-1.610 FRAME HEAD .500 T- .715 �- 1.434 •81�4FY205AS I 17.1, O VENT TOP/B0770M RAIL 3/16' jam-^{ I 2 11 STEEL REINFORCING 519 -^j 730 I �9 .719 .803 ,pq5 .803 045 1047 --I 1.047L=r I 1pGLAZING 8EADS 2 3 5 6 7 8 9 10 10A 11 12 13 14 15 16LY"212S 17 18 FY202 FY203 FY101 FY104 FY105 FY206 FY707 FY, OB FY110 - - FY204 FY208 FY209 $8 X 1' is X 3' 1 1 READ AS READ. 1/ VENT 7/ VENT 7/ VENT 2/ VENT AS READ- AS READ. AS READ. AS REDD. AS RTEQO. 4/ VENT 2/ VENT VE D AS READ. 2/ VENT FRAME SILL 6063 -TO SILL TRACK INSERT 6063-78 MOV. FRAME JAMB 6063-T6 FIXED FRAME JAMB 6063-T61.718 FIXED MTG. RAL 6063-T6 VENT INTI:RLOCI( 6063-T6 JAMB STILE 6063-T6 70P AND eoTTOM RAIL 6063-ifi GLAZING BEAD (LAM. GLASS) 6063-T6 GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 REINFORCING BAR STEEL REINFORCING BAR STEEL ADD-ON SILL RISER 6063-T6 ROLLER HOUSING •GUIDE CELCON ROLLER BRASS.062 ROLLER PNJ ST•S7EEL2 FRAME/VENT ASSEMBLY SCREWS CRS FIX. RAIL SILL SCREWS (SILL END) CRS - - - = = • - 0 • 0 - • U11.1 RI - • • - P.H. SMS PAP *9 • • • 6 om3.249 Z O q N O a ar p LL Q U (i 8 p D V �! O q w Ie Z G � d .095 J1,25 2.246 1.140--x^1.610 H 1.344 .813 h- O2 1.058 .078 2.750 FRAME SILL 2.501 .500 U' JAMB STILE 19 20 27 23 24 25 26 27 28 29 W23181 Q300TI90 E207 E203 FLB-50 SL203P #8 X 1/8- WA2L - FY120 - AS REDD. AS READ. AS READ. AS READ. AS READ. 2/ VENT 2/ LATCH 2/ WDW. 1/ VENT - 2/ LITE FIN SEAL WSTRIPPING - BULB SEAL Q-LON BULB SEAL SANTOPRENE GLAZING BEAD BULB SANTOPRENE GLASS SPACER SIUCONE SWEEP LATCH - LATCH INST. SCREW ST. STEEL WEEP VALVE - 5/16' BOX SCREEN - FLUSH FRAME ADAPTER 6063-T6 SETTING BLOCK EPDM ULTWO SCHLEGEL UL METER 65±5 UL10AFAS, DUR•METER 65*63.876 K LOWE • SUI•NAN • ASSOC. OH • • PREFERRED ENG. PRODUCTS OPTIONAL OPTIONAL DUROMETER 80±5 SHORE A q gFg 3 U n N o poo I Z_ 3 3 Z o O N J W oo 00: [-2,0r,3-22 1.250 140 7,340 .062 I F•�1344 7O MEETING RAIL 2.186--I I 1.314{ .250 .340 .312 � 1.202 .062 W c r 0 0 L u 1.422 .062 1.375 O3 SILL TRACK O FIXED MTG. RAIL Tt .500 1.787--1.750 POOUCT RENE~ _,i.ssiseaq �v:<L�tke F'[yaalhtA7 r -. •• �_ _ c j-- 2.750 062 2.812 .082 � 2.812 2.750 I_2 C FIXED FRAME JAMB 2.688 .500 L�=476 .76 26 FLUSH FRAME ADAPTER -r;�.r;c _ t•;,.� �; :. ;+, v = _ ur'cR.O�DmlP1TCCTodRe wEViCdIatFh,De Florido .4ccepnmee Maj Ekpiautioe Date-a� AMAw-Dxk Prod--CaaVW ```771711f fi/// .• uCP1d8E �` .•.• •; ��'_ '• pF lV�` �� g7j�N1I�i7�1�\ •- H a �o• o• �v` ,ut drpwing W09- 1no. sheet 6 of 7 1.687- 667 MOV. FRAME JAMB MOV. 0000• • • • 000.0 • 0000• • •••• •••• • • • • • •• 0000• • 0•••• • VFNT TOP/BOTTOM CORNERS I FIXED MTG. RAIL CORNER I FRAME BOTTOM CORNER 0 14 m fiasxicr ae es r,�,�ax:R�sg wL^N �. V1simAe r, "RODC:C7 ti_Mth th•D ;ri a coizp)yi�g ch the Flaridm H:nttli_ i .de Aprnnce DNo Emriruti-on(�aze nt 1't7 I �nt9 aai°.r�: )edePnrduclCnMr4d .T 2 k OF % �� drawing no. °!. a W09-12 v w I O z n n 3 2: a ¢ d V G 0 O W N`SN N 9 do • • • Oaco • •••••• TOLL ••••• • •••••• ZM - 0000 v • • 1,0000 ::0.00 • • • • Z • N • • • • • • •• U W D • • • • • � m � yM N • • O co M c4 o" WNL .T 2 k OF % �� drawing no. °!. a W09-12 MIAMI•DADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mi2midade.2ov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Co e ig Velocity Hurricane Zone. DESCRIPTION: Series "Eco -Guard 500" Outswing Aluminum Casement Window — L.M.I. DOCUMENT: ment Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has .been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall ba provided. to .the. user J)y the manufacturer or its distributors and shall be available for inspection at the job site:at tke rege e* sof the Building Official. This NOA revises NOA No. 15-0406.10 and consists oAh";ag'e, I abXeZdencq. pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifaqg ZAo, P. Fr. • s • • . . . . . . C..Approval OA No. 17-1011.22 MIAM1 DARE COUNTY � • f• • • • • •��.1 , ... ate: May 19, 2021 December 21,2017 Pagel Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 20.1.5,; pjd by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E : •.; . . ; ; . ......... . .. ... .. . . ... • • • • • • • • Sifang Zhao, P. E. V. • • • + • 11roduct Control Examiner ••• ;• ;.. •.• •.• :• NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 . .. .. . . . .. .. ... . . . ... . . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11 - 03 09.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco -Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)'', sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring n 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 26, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.10, issued to Eco Window Systems, LLC for their we •wa w • w w • Series "Eco -Guard 500" OutswingAlumtniapj galeipqai:'Window — L.M.I., approved on 07/02/15 and expiring onw05/18/21:: '. .. ... .. . . . .. • • • •' • • 0:0 Sifang Zhao, P. E. • • • Product Control Examiner . . . . . . . . . . . ' " • • • • • NOA NO. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 Etr • . . • .•w • w ECO -GUARD SERIES -500 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6111 EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN OR SMALLER) - 75.0 PSF 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8 HEAT STREN'D GLASS 1/8" HEAT STREN'D. GLASS .090" Interla er .090" Interlayer Trooifol PV Troeifol PVB By 'kurar America, Inc.' By 'kuraray America. Inc.' EAT STREN'D. GLASS r1/8" HEAT STREN'D. GLASS ' f SILICONE a SILICONE C DOW CORNING 899 DOW CORNING 899 C i m i at i m 9 V s 3 I1 \ U 1i it it h U II It 3A II II Ili 20 �L I. �: is 20 L L1. II I.I 0 w w tt 19 AT 1/4 POINTS u'S O 21 ALL SIZES SETTING BLOCKS AT INSUL. LAM. GLASS GLAZING LEG GLASS TYPE 'A' GLASS TYPE 'AA' TOTCLEAR BLOCKSEAD \ GLAZING OPTIONS FALSE MUNNNS (SURFACE APPLIED) MAY BE USED 35" 29 3/8- D L /8"D.L. OPG. I o z n U 3/16" HEAT STREN'D. GLASS \ .090" Interlayer Troeifol PVB By kuraray America, Inc.' r 3/16" HEAT STREN'D. GLASS I SIUCONE DOW CORNING 899 GLASS TYPE 'B' 12" SILL C 4,u E C _ 1 z Z p 3 2 F Z W n F ao I 0N` c N (0GHM Vc�H • 'Cr IL00 �Q g • • 00 0 IM ma • • N N w 3 :::29 •• • zi0 •= s 581 zM yy ••• •• • Q Pr •• • ••• 00 66611— oil n. ••• •• • 'i'' J •�I • •• • m n 09 ••• • • W • • x • • • w (jW•i`I •••• • • • Neu 6 POR1T LOCK z �,� 00 0 LOCKING POINTS*.:. O M 'n SEE CHART Z 3O 4 NO. OF UPTOGHT KEEPERS J¢ 3 Z� n AT SASH p O N -I 26' 2 up-, U - w 38-3/5" 3 1 W [O i ti 50-5/8- 4 63" 5 (�� 76• s I it l u l l NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 jr .e_rticr PFVSED 1,iyin2 wih Ote F'lPryje s=.li?a-..,,,;ori: tirpitation Date pl� jQ,�� sy G� zhCao A1ezox Oak Pra wt Cast" 4 " i n '10582 0 J TE OF �./y�� drawingv no. — -_.X0 W1 1-05 BUCK EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING (' O V U n O METAL F _____ ___ STRUCTURE t1r _ MIAMI-OAOE COUNTY APPROVED II EDGE I MULLION h MULLION ANCHORS I j DIST' p Z ro m ' SEE SEPARATE NOA ^ F W a I I EDGE 1 ^ 0 f Z N a DIST. � q a --------------- ' i o o o •••••• • 1 TYPICAL ANCHORS • • • • 0 d SEE El •••••• FOR SPACING O:W2 i O0 • •••• •• Q�u. • • • LL (4 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1BY WOOD BUCK WPICAL ANCHORS ` SEE El v FOR SPACING DIST. TYPICAL ANCHORS: SEE ELEV. FOR SPACIN % • • • Q w m F • 1/4" DIA ULTRACON BY 'ELCO' (F--177 KSI, Fy=155•csp • • • • — - • INTO 2BY WOOD BUCKS OR WOOD STRUCTURE? • • • •• -!, • o • 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/9IIIL# AMB6) • J• 01 THRU 19Y BUCKS INTO CONC. OR BLOCKS • • 0 v J m 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/%L/JAM BS) : • • • V1 • • 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) • • • • W • • DIRECTLY INTO CONCRETE OR BLOCKS • • • : • • • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 000 )- 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) In)IU SMS OR SELF DRILLING SCREWS N1p c� i0 Z 3LMn (GRADE 2 Cl 3 INTO STRUCTURES (HEAD/SILL/JAMBS) 0 00 (3) THREADS ON 8 RATE m Z 3 ALUMINUM: 1/8" THK. MIN. (6063-75 MIN.) a 3 z o STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) o p NJ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) voi U �w ti W co M #12 SMG OR SELF DRILLING SCREWS (GRADE 2 CRS) C� INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063-75 MIN.) m STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) o g n (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - TYPICAL EDGE DISTANCE N � n INTO CONCRETE AND MASONRY = 2-1/2" MIN. d f % O INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. „ cd=� - WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. o CONCRETE AT HEAD, SILL OR JAMBS fc a 3000 PSI MIN. o C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS fm = 2000 PSI MIN. o �i r •� i Fit7li�1C'1'fFE`ilS:-G ss tt-n.�?/u�L wir,+t ttiu FlrJ'a � T ATE OF � (y` drawing no. r._.�iGng_7T9 omoR• W11-05 bSir�nu LReia Praturf (krntnY 'moi. sp c� �� U0 W 1/4' MAX. o 1/4' MAX. 71 SHIMS 1/4' MAX. Z ti 3 (/C D 1BY SHIM C �0 lap' .� SHIM c 5 O WO00 BUCK r F„ w q m a 4A 8 12 L ry li. 18 4 D 14 o O . v o TYPICAL ANCHORS 2BY WOOD BUC O ry SEE EI.EV. ry o . FOR SPACING W OD STRU URE • {L w TYPICAL ANCHORS __________SCREEN OPT. ________________ • • • Q}C C u SEE ELEV. FOR SPACING 1 1 /2 • • • • h r • • 00 m _._ _._ _. _. _. --. _ —._ _ _ __ _ _ •• •• Q . Ic • 1 W z It 0 if 90 a w • • • •L_ 2 ul •••• •• ow • 8 TYPICAL iNLF�(;S• Q W W f 1 EXTERIOR SEE EL • • METAL a ° FOR S�I'% • • • • • STRUCTURE D.L. OPG. • a • U VENT WIDTH • • •: •: • J IN • WINDOW WIDTH • • • • ' Vi .. • • • Ld •� •• • • • w W •Y • • • � N +rWl • ••• � Y 3 3 r r7 N O o r1 �+ MIAMI—DADE COUNTYo 0 W J APPROVED MULLION0 Z 3t., SEE SEPARATE NOA 3 , Z� TYPICAL ANCHORS o O SEE ELEV. FOR SPACING W00 muk' IT --- II � O I I I II II II II I I � IS II II $ u I ti LL u L --- J t 2 C • n n WINDOW WIDTH _ WINDOW WIDTH o 0 c `\\y\\�111�111111YY�''' �: • CENy�` '• V n YRODUCI• R� V1St<_/ r -- c—P!1,ir9 with 1. Floodr. .70592 r Ruitdiepl ;_'ode c �` ' Expiration Dalt pf. 13, ®• TATE OF !(/�� drawing9 no. T,41ami Dude Product c;nani ii�S' ., ORIDP.•�G®�� W11-05 U EDGE � r-------------------- oEDGE DIST. METAL _______________ ------------- STRUCTURE MIAMI—DADE COUNTY APPRTYPICAL ANCHORS N_ I f SEE ELEV. FOR SPACING I I MULLION do MULLION ANCHORS I I Z w� ; SEE SEPARATE NOA �I m q G e e-° 1 EDGE DIST. I Z h e — iI �o v6 :. ...... a ____ _____ _ ''J 0 W H ,' V CI • 4¢ ¢nn LL 15 O � � •• . .• 77VVO,��17 ALT. D ro o •••••• • • • � O D ��.y�ppi •• Z02 TYPICAL ANCHORS TYPICAL ANCHORS • SEE ELEV. SEE ELEV. *000 • • $ FOR SPACING FOR SPACING • • f00. �' • • — •n •• to V) z ti 30: ;M O 0 00 N i � lL m 1/4- MAX. J Z , SHIMS IS ALT. < 3 zL N J 'n0 J TYPICAL ANCHORS rI W ro m SEE ELEV. FOR SPACING O d �i. 1 1/4' 4. TYPICAL ANCHORS of " SEE ELEV. FOR SPACING o 3 BO c �' ALT \\\\111n11�1�111 �--� INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER rxc,�;urr REw�xr � � �ith the FgotW IN Expaxioa erste yf L9-il&1/ �� ° ��(�•• STATE OF !Q/�� drowing9 noo. o > _ 3Y__ 4� �o S .ORIDPi•�\a°� W11—OJ v A4:arai E:;�dc FY �t�i <:uv(xCd �� 1 Oi FRAME HEAD/SILL/JAMB 02 VENT FT 519 .Boa J0 1.047 I� O GLAZING BEAD (5/16" LAM. GLASS) �{ L�.130 .803—' I .045 1.172 —i O GLAZING BEAD (INSUL. LAM. GLASS) 394 IF Bola 050 d I 1.047 F— GLAZING BEAD (7/16" LAM. GLASS) 2.668 062 .500 69 3 —2.611— FLUSH .611FLUSH FRAME ADAPTER 1.750 .493 1.750 .493 14 CORNER KEY 245 7.0 .120 1-1.256 --I { SNUBBER — FRAME 245 .7 120 .720 SNUBBER — VENT ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E501 4 FRAME HEAD/SILL/JAMS 6063—T6 — 2 E502 4 VENT 6063—T6 — 3 FY108 AS READ. GLAZING BEAD (5/16' LAM. GLASS) 6063—TB 3A E505 AS REOD. GLAZING BEAD (INSUL LAM. GLASS) 6063—T6 — 3B FY109 AS REGO. GLAZING BEAD (7/16' LAA. GLASS) 6063—T6 — 4 E508 AS READ. SNUBBER — VENT, FULL LENGTH 6063—T6 — 4A E509 AS READ. SNUBBER — FRAME, FULL LENGTH 6063—Te — 5 E506 OPTIONAL SCREEN FRAME 6063—T5 — • 7 410 X 1-1/4' AS REGO. FRAME AND VENT ASSEMBLY SCREWS — H WH SMS • • 8 E203 AS REGO. BULB WEATHERSMPPNG. DUROMETER 65 SANTOPRENE ULTRAFA13 • • • 9 E203 AS REOD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB • 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WIN 4(* fM•f/8' SDS • 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 — 6/ VENT KEEPER STEEL — 13 — 1/ VENT ROTO OPERATOR ZAMAK/STL TRUTH • • • -0 • 14 PSJ40—SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL — • ,� 15 16 FY120 — AS RE00. FLUSH FRAME ADAPTER AG SKATE 6063—T6 NYLON _OPTIONAL M&M PLASTICS —•ti • • •-• • 17 j110 X 1-1/4' S SKATE SCREWS — — • • • • 04 S SNUBBER SCREWS — IN PNRS 2' APART, P P DAT 7-3/4' O.C. 19 — FLB-50 !EBBER G BLOCK• 3/16' % 3/4' X 4' LONG SPACER — 1/8' HIGH FPDM SILICONE DUROMETER 80:5SHOWE A20 FRANK LOWE • 0 •21 CLASS EDGE SPACER ST. STEEL CARDINAL XL • • SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS ANTI -SAG SKATES: VINYL ANTI -SAG SKATES BY 'M&M PLASTICS' (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. y, y1 gm. S7r.=Ln P=ucfit%x:.csi37d rMgge:'i�� "'^ya N a 40592 o \ ~ _ �Q QE OF •I drawing, no. � W 1 1 905 mmr, w O Z M ^ 3 Q� ztv I o 14 °�,.,Q U �i O1N� • • • 14 ps Lz� �O<_ dd ••�• V i ( • • w 1 ••• ' fn K•EN � / • • rz W �l 1 i • I • •' lal 0 8 • • cn c� z m 3 r M m 00 M g Z 3i- � g O OQ N W 0 L O VENT CORNER FRAME CORNER �iwLL w ui O � ` O o C U �Z'TREYiSrD � .l I :ta atw\plyif43 wilt\thc Floritta , N 7 § — a �3tulsarg C::xie = : y� ke.cptance Na L^ liyriretwe Int � �2,CZ f � •: �= O L ��®'• ATE OF �/` drawing no. M M&Fs ZIG�roE ORIOP.•��®�: W1 1 —05 3' ••. R 1111 MIAMI•DADE MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy ECO Windows Systems, LLC 9114 N. W. 100 Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, : Series 600 Aluminum Outswing Doors-L.M.I. titt€d"Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types Gl and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literapme. •lf aty rordonpf the•JIOA is displayed, then it shall be done in its entirety. • • . • ......... . INSPECTION: A copy of this entire NOA shall be pruvidco[Io lho uh?b� toe aanufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA renews NOA #18-0319.13 and consists of this ge 1 and evidence pales E-1 & E-2, as well as approval document mentioned above. • • • • The submitted documentation was reviewed by Ish;U:I.Cshanda•P.�.: • • •t• NOA No. 18-1220.11 MIAMMADE COUNTY Expiration Date: March 20, 2024 •; • ,Approval Date: January 17, 2019 `I Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 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, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5t1 Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTIVIE-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the `Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (511 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. ..... . . . . . .. G. OTHER • • . . .. • ........ . 1. This NOA revises NOA 415-0603.13, expiring 03/)/h. • • • • • . 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. 1 ` .00 • Ishaq I. Chanda, P.E. • . • • • . PrDtluct Control Unit Supervisor NOA No. 18-1220.11 • Expiration Date: March 20, 2024 • Approval Date: January 17, 2019 E -j. • .. • •• ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6th Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad Ahmad, P.E. (submitted under file #17-1102.18) D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (Former E.I. DuPont DE Nemours) for the "Trofosil ® (Clear & Ultra clear) PVB Glass interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017) & of no financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed & sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and'Economic Resources (RER). E. MATERIAL CERTIFICATIONS G. STATEMENTS (submitted under file # 18-0U9113). . . . • •• 1. Statement letter of conformance to FBC 14th E4#tiQa.(2b1:'1}arid bf no financial interest, prepared by Al Farooq Corporation, dated 10/04/1►;,•sigdd!a4dSea1iJby.favad Ahmad, P.E. This NOA renews NOA #18-0319.13•@xpiaing 03/02/2024. • Ishaq I. Chanda, P.E. • • • • . • P o*duct Control Unit Supervisor NOA No. 18-1220.11 • • • Expiration Date: March 20, 2024 • • • .Approval Date: January 17 2019 • •••• •••••• • SERIES 600 • ,.• • • •UMINUM OUTSWING E>J' illl!; DOOR • INGLE (X) AMO POUBIj (XX) LF.tE t Al SEE SHEET 2. • l�f1b ALONE•SINGLE•SIDEUTE SGF• F•T•3. • SW(4-E AND D0j14LJ J_EAF DOORS WITH SIDELITES SEE SHEET 3. • LOWER VALUE* FROM 4DELITE C@FIANNOCH ART OR DOOR CAPACITY WILL • • {tP.PIRE =Y TO ENTOWSTEM. 00000 • DOORS APPROVE[t FOR INSTALLAPONS M/MBRE WATER INFILTRATION • 91!@MTANCE IS i WWLRED. • • � • • • • • • • THIS PRODUCT AASi%EEN DESIGNED ANDD]ESTED TO COMPLY WITH THE t-• 0 RKWIREMENTS OF THE J017 (6TH•EDRION) FLORIDA BUILDING CODE INCLUDING HI"V[ICjIW HURRICANE ZONE jHVHZ). 18Y OR 2BY W80D BU&S & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 1/8" HEAT STREN'D. GLASS .090" Interlayer � IF 3/16" HEAT STREN'D. GLASS 1-1 .090" Interlayer Trosifol PVB By 'Kuroroy America, Inc.' r 3/16" HEAT STREN'D. GLASS I SILICONE /-DOWSIL 899 4A / Ij l III 8 II it li I 34 O W / \ / SETTING BLOCKS AT LAM. GLASS REDD. FOR WIDTHS EXCEEDING 36" NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G2' / 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' r1/8"HEAT GLASS SILIC�NE DOWSOL 899 w \ / w \ GLASS TYPE 'G3' THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. o v [Yd9, w ilb 41LY 8iitieiiag 4:arle A4ifa111Af$Na�"I%-Z�iJ CARDINAL XL SPACER ST. STEEL *EDGE SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS oRODUC f REVISED a o pfywz with t4 nwt4 bwtliw` Cade Asaph--: Na 1 -O Jg•/3 E -Oration Qille MAZ2v L[') U�1�9 �elif PrtifRetCaMd � ,.•'�ayGEN3F Vl�p. 70592 . •• AAAAE OF tel; �v Z yam n n _OZ �i ZNaa 0006 OWNCL 0 W N xc� G JR V O O of i of 0Cro O 0 E 0, ONNo0 Q W �u N LL%0'a J Ow¢ Q W aa, f H aI drawing no - W1 2-08 o.W12-08 Trosifol PVB By 'Kuraray Americo, Inc.' 1/8" HEAT STREN'D. GLASS a: SILICONE � i m OOWSIL 899 i � s6 m 14 8 rn r II \ I O \ / w ` ` GLASS TYPE 'G1' � IF 3/16" HEAT STREN'D. GLASS 1-1 .090" Interlayer Trosifol PVB By 'Kuroroy America, Inc.' r 3/16" HEAT STREN'D. GLASS I SILICONE /-DOWSIL 899 4A / Ij l III 8 II it li I 34 O W / \ / SETTING BLOCKS AT LAM. GLASS REDD. FOR WIDTHS EXCEEDING 36" NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G2' / 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' r1/8"HEAT GLASS SILIC�NE DOWSOL 899 w \ / w \ GLASS TYPE 'G3' THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. o v [Yd9, w ilb 41LY 8iitieiiag 4:arle A4ifa111Af$Na�"I%-Z�iJ CARDINAL XL SPACER ST. STEEL *EDGE SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS oRODUC f REVISED a o pfywz with t4 nwt4 bwtliw` Cade Asaph--: Na 1 -O Jg•/3 E -Oration Qille MAZ2v L[') U�1�9 �elif PrtifRetCaMd � ,.•'�ayGEN3F Vl�p. 70592 . •• AAAAE OF tel; �v Z yam n n _OZ �i ZNaa 0006 OWNCL 0 W N xc� G JR V O O of i of 0Cro O 0 E 0, ONNo0 Q W �u N LL%0'a J Ow¢ Q W aa, f H aI drawing no - W1 2-08 o.W12-08 •1 39 3/4" MAX. FRAME WIDTH 12" MAX. HFAI 1EAD/SILL I q) SILL CORNERS �/ LOCK OPTIONS #1 OR #2 (OPTION 2 SHC SEE SHEET 7.1 FOR DESCRIPTII • • • • DOORS LOOD CgpjCITY - PSF SINSLE �OORD (X) • 0 0 0 DOOR DIMS. 'LAMINATED GLASS II / II FRAME EXT.(+) INT.(-) WIDTH WIDTH HEIGHT n / 98" 70.0 75.0 •• NOTE: n =--n7--- I. l m C m DECLARATORY STATEMENT DCA05-DEC-219 m 0•\ �a/n / n ID X. 5" MASILL HEAD/SILLF) 12" _ MAX HEAD SILL / u •0 Q .•..•• n i IL • Z.uiu'�U • VT1VE 0000 SURFA IV - 0j� • WAO99 M 0 TINSOOR �6 6� 0DECORATI GRILL • .L7t)&- 0 0 •MAY '00 B USF4p* wc 0 0 II 00370•0 0 Q'��fmq O L;•••0 ii •000 0 •00 ----!r---- LOCK OPTIONS #1 OR #2 (OPTION 2 SHC SEE SHEET 7.1 FOR DESCRIPTII • • • • DOORS LOOD CgpjCITY - PSF SINSLE �OORD (X) • 0 0 0 DOOR DIMS. 'LAMINATED GLASS 0000 FRAME EXT.(+) INT.(-) WIDTH WIDTH HEIGHT • 98" 70.0 75.0 •• NOTE: II I. l m 0 m DECLARATORY STATEMENT DCA05-DEC-219 m 0•\ • / n ID X. 5" MASILL HEAD/SILLF) 12" _ MAX HEAD SILL •_ e .\ •0 Q .•..•• I IL • Z.uiu'�U • VT1VE 0000 SURFA •• APPWEDO • 0j� • WAO99 M 0 TINSOOR �6 6� 0DECORATI GRILL • .L7t)&- 0 0 •MAY '00 B USF4p* wc 0 0 II 00370•0 0 Q'��fmq O L;•••0 ii •000 0 •00 LOCK OPTIONS #1 OR #2 (OPTION 2 SHC SEE SHEET 7.1 FOR DESCRIPTII • • • • DOORS LOOD CgpjCITY - PSF SINSLE �OORD (X) • 0 0 0 DOOR DIMS. 'LAMINATED GLASS FRAME LEAF FRAME EXT.(+) INT.(-) WIDTH WIDTH HEIGHT 39-3/4" 37" 98" 70.0 75.0 3 m k ¢ HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. MAX. - /SILL A NERS ;FA APPLIED MU NS OR ORATIVE ILL MAY BE U 12" MAX. LOCK OPTIONS R1 OR #2 \ (OPTION 2 SHeW SEE SHEET 7.1 FOR DESCRIPTIO / INACTIVE DOOR DIMS. / FRAME LEAF WIDTH WIDTH FRAME EXT(+) INT.(-) HEIGHT II / II 26 15/16" �261 II / �Durrns 'wt mplldog w'RII'tbf i�; NOTE: II I. l m � m DECLARATORY STATEMENT DCA05-DEC-219 m /II II Q! mi N / n ID X. 5" MASILL HEAD/SILLF) 12" _ MAX HEAD SILL II I- W 2mil Q i I IL o Z.uiu'�U � 9WtOIIU[ i REYISE,Q I o _____Il____ I Ow~ wc \ n I1 II Q'��fmq O ii I I� II \ ;FA APPLIED MU NS OR ORATIVE ILL MAY BE U 12" MAX. LOCK OPTIONS R1 OR #2 \ (OPTION 2 SHeW SEE SHEET 7.1 FOR DESCRIPTIO / INACTIVE DOOR DIMS. ACTIVE FRAME LEAF WIDTH WIDTH FRAME EXT(+) INT.(-) HEIGHT 76" 37" 26 15/16" �261 �Durrns 'wt mplldog w'RII'tbf i�; DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME LEAF WIDTH WIDTH FRAME EXT(+) INT.(-) HEIGHT 76" 37" 98" 70.0 75.0 n' UUoowJ i SURFACE APPLIED 37 3/16" MAX. —� �U o wl FRAME WIDTH �Durrns 'wt mplldog w'RII'tbf i�; NOTE: � i I. l m � m DECLARATORY STATEMENT DCA05-DEC-219 m � Q! mi N c o ID X. 5" MASILL HEAD/SILLF) 12" _ MAX HEAD SILL I- W 2mil Q CORNERS I IL v Z.uiu'�U 9WtOIIU[ i REYISE,Q V �yn I Ow~ wc II Q'��fmq O ii Qaoo .00pi ----!r---- y p 2 z J � , LL � Fi II Qwmfr� ro m J I ¢ r � ' I J 1 ii J u1 I I II 3 w n LL'I} � II Stn° n G o Q 00 Z3�m 0 p ¢ FALSE MUNTINS OR 32 3/4" DECORATIVE GRILL D.L. OPG. N MAY BE USED W —� D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 TIT NOTE: �Durrns 'wt mplldog w'RII'tbf i�; NOTE: � i I. l m � BnidinGC d ••�� (0) 4acrrlr,nre No t� "i 2W' (� DECLARATORY STATEMENT DCA05-DEC-219 m � F,rpiretinn IMde�� STAND ALONE SINGLE SIDELITE rr c o a W Dy I .��•.-. .•.� SEE SHEET 3 FOR CAPACITY _ � a a w trtia..,, h.dr r.+Mut CnsO v Z.uiu'�U 9WtOIIU[ i REYISE,Q A. e..0y%z with the R.6* wc GLASS D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 NOTE: GLASS CAPACITIES ON THIS SHEET ARE NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS) EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05-DEC-219 -r'9BM01 /6 \1 ,0 A�p�ll7// ��^ 1 1 GEN N 70592 o pig_ �e I�'•. 4 5�1YE Q¢q; ! drove nq a no. . "tR1c?.•��a�, I W 12-08 1% 0- � sheet 2 of 9 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDEUTES SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 }7 92 70.0 75.0 69.8 69.8 64.1 64.1 63.3 63.3 24 30 36 37 99 63.3 63.3 57.8 57.8 53.1 53.1 52.4 52.4 REINFORCING AS REOD. SEE CHART •••• • I • • L • • • • • • • • • • • • 39-3/4" MAX. (SINGLE) • • • SINGLE IDE?rrE ATH • SIDELITE WIDTH 76" MAX. (DOUBLE) • • • • • DOOR FRAME WIDTH • • ••••• • •NOTE: • • • • • • • • • FOR DOORS CAPACITIES SEE SHEET 2. • • • • • • • • •FOR SIDELITE CAPACITIES SEE CHART ABOVE. • • • • • • • • •• LOWER VALUES FROM DOOR OR SIDELITE CHART • • • • • • • • • WILL APPLY TO ENTIRE SYSTEM. • •••• • •• •• ••• • • • • • • GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" SURFACE APPLIED 4LSE MUNTINS OR DECORATIVE GRILL MAY BE USED / HEAD & SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3" O.C. 6•' (4) ANCHORS AT HEAD/SILL 12" MAX. Imo- 3•• MA%. I/SILL F TYP. / _ ``\ A NERS / SII10 u II II 11 II I I II I II II II f it II II II I I II II II 11 O 32 3/4" / II \ II \ JIII DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELRE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 4261.7 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 66.1 51.7 66.1 24 30 36 17 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75. 69.8 69.8 70.0 75 64.1 64.1 70.0 7 0 63.3 63.3 70.0 7 .0 24 30 36 37 98 63.3 63.3 70.0 7 .0 57.8 57.870.0 7 .0 53.1 53.1 70.0 7 0 52.4 52.4 70.0 75 REINFORCING AS REOD. SEE CHART •••• • I • • L • • • • • • • • • • • • 39-3/4" MAX. (SINGLE) • • • SINGLE IDE?rrE ATH • SIDELITE WIDTH 76" MAX. (DOUBLE) • • • • • DOOR FRAME WIDTH • • ••••• • •NOTE: • • • • • • • • • FOR DOORS CAPACITIES SEE SHEET 2. • • • • • • • • •FOR SIDELITE CAPACITIES SEE CHART ABOVE. • • • • • • • • •• LOWER VALUES FROM DOOR OR SIDELITE CHART • • • • • • • • • WILL APPLY TO ENTIRE SYSTEM. • •••• • •• •• ••• • • • • • • GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" SURFACE APPLIED 4LSE MUNTINS OR DECORATIVE GRILL MAY BE USED / HEAD & SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3" O.C. 6•' (4) ANCHORS AT HEAD/SILL 12" MAX. Imo- 3•• MA%. I/SILL F TYP. / _ ``\ A NERS / SII10 u II II 11 II I I II I II II II f it II II II I I II II II 11 O 32 3/4" / II \ II \ JIII I I I I - I I I I I INACTIVE I 1111 E I T \ II 1 I o� - 37" LEAF WIDTH SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLE) MAX. 76" MAX. (DOUBLE) SEE CHART AT LEFT DOOR FRAME WIDTH (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. c f REYISW as-piylag with t& F; -i& Dowling Cada A -pts- No `8- 0 111.17, [Apinum Lb".- NOTE: at-NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 �I "RODUCT REINC9 / •SW�, rnw.PlyinR with the viol* Baidiag C.We // 4aacptaaae Na i8- I? i F.Lpi-inn Dale R, aliami Dade r 'E C 2014 n I ' drowing no. W12-08 4 I I I I I INACTIVE I ACTIVE 1 26 15/16" 26 15/16" - 37" LEAF WIDTH SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLE) MAX. 76" MAX. (DOUBLE) SEE CHART AT LEFT DOOR FRAME WIDTH (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. c f REYISW as-piylag with t& F; -i& Dowling Cada A -pts- No `8- 0 111.17, [Apinum Lb".- NOTE: at-NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 �I "RODUCT REINC9 / •SW�, rnw.PlyinR with the viol* Baidiag C.We // 4aacptaaae Na i8- I? i F.Lpi-inn Dale R, aliami Dade r 'E C 2014 n I ' drowing no. W12-08 4 •I 9/16" MIN. THROW BOLT PENETRATION I I I I I I I I 1 1 I I I I I I I I I • I I • • • I I I I I I TYPICAL ANCHORS r SEE ELEVATIONS / FOR SPACING w � a GLAZING OPTIONS SEE SHEET 1 • I o Y EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS MIN. FOR SPACING PROPERLY SECURED EDGE DIST. 1BY WOOD BUCK EDGE DIST. K �L w a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER TYPICAL ANCHORS: SEE ELEV. FOR SPACING \ 1/4" DTA, ULTRACON BY •ELCO• (Fu -177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) –i/4" c MIN. EMBED INTO BLOCKS (JAMBS) N LLIDRI W (GRAD INTO OADE COUNTU O NS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063–T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCEEDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f•c – 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f•m – 2000 PSI MIN. METAL DIST. STRUCTURE o � vai u7 _ TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING -------------------- j I MIAMI -DARE COUNTY APPROVED I I CLIPPED MULLION I I I SEE SEPARATE N A i1 l 0 w TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING f140bUCT RBNewao x• i o O s 'n complyin; -RF A• Flows Buidiop Cade Acc ptt— No 111d, s o$ o u s o Lxpi tbn Dale 31's../�L/ L ��` 1 �• e Fo W diimni Da totFlKf bW v rc � 1 OP Eqg\ O_ drawing no. <.��w�...1D�_a�� W12-08� W •••• GOOD does • 11,40,04, 004,040 •••• •s•• •• • I I • • • I I I I I I TYPICAL ANCHORS r SEE ELEVATIONS / FOR SPACING w � a GLAZING OPTIONS SEE SHEET 1 • I o Y EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS MIN. FOR SPACING PROPERLY SECURED EDGE DIST. 1BY WOOD BUCK EDGE DIST. K �L w a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER TYPICAL ANCHORS: SEE ELEV. FOR SPACING \ 1/4" DTA, ULTRACON BY •ELCO• (Fu -177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) –i/4" c MIN. EMBED INTO BLOCKS (JAMBS) N LLIDRI W (GRAD INTO OADE COUNTU O NS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063–T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCEEDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f•c – 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f•m – 2000 PSI MIN. METAL DIST. STRUCTURE o � vai u7 _ TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING -------------------- j I MIAMI -DARE COUNTY APPROVED I I CLIPPED MULLION I I I SEE SEPARATE N A i1 l 0 w TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING f140bUCT RBNewao •iLDDUC f REvwil) e"aptyin with iLC F'iaiEa p N $ b - i O � `� i L _ 'n complyin; -RF A• Flows Buidiop Cade Acc ptt— No ao C.& D 1 `•'+ • 1 o$ o u s o Lxpi tbn Dale 31's../�L/ L ��` 1 �• e Fo W diimni Da totFlKf bW v rc DOOR DETAILS dc p N $ b - 111111111. l ` O b'_ --.la. 70592 ,'MARS o a � 1 OP Eqg\ O_ drawing no. <.��w�...1D�_a�� W12-08� 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 O ACTIVE LEAF iJ6 INACTIVE LEAF • 13 • 26 • • 24 0000 z3 • r► • 9 0000• 0000•• CONCEALED FLUSH BOLTS Y 1/4" MAX. LEVERS AT STILE FACE -\ SHIM EXTERIOR D.L.O. 37" MAX. LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME V CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE D.L.O. .EAF WIDTH DOUBLE 1 2 POINT LOCK ASSEMBLY I ENACTIVE LEAF EXTERIOR O BUCK N o TYPICAL ANCHORS -SEE ELEV. FOR SPACING 0 Lam- LOCK OPTIONS \ #1 OR #2 `(OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS /LEVERS AT STILE FACE EXTERIOR FRAME WIDTH 4 POINT LOCK ASSEMBLY ACTIVE LEAF DOOR DETAILS w 0 N o) n Q z Qf 2N al 1:0 N m U V �Nn 0 W m O-G<.ggoi 0 In l� 3 O N Q W LL N W yl _ O Q w a) 1/4" MAX. („) O SHIM � J 0 (n N 26Y WOOD B K W n OR WOOD STIR TURE W < ACTIVE LEAF EE NOTE HEET 1 w } a N V� m — _ o 30: 0 m J W m W n 1 00 QNp ILr) C)W w I4.1 00 H TYPICAL ANCHORS SEE ELEV. FOR SPACING i Y SII Wyiag 'fA am ".e."OV Ba 'aag reode _ o A Na !& 122o- By 22d• failaa � - B •AODUC f laMMP s o pMae with t4 FIo" o m Fsadiag Cede '^ � 0 0 0 � o Aacepbe.e No -G 31 5 - l 3 �` c < m Ewpintbe D.I. �.•• �CBkSE . ® � � . - • + I n 2018 G ��t T Ordfawing� o. e ••• °RI�''';a�� WI 12—( 1/4" MAX.. SHIM TYPICAL ANCHORS SEE ELEV.• FOR SPACING• • • • • •0000 •io 0000 �+••• • •••• o W •J;o- 0000• w 0000• 0 0 • 0 • �'• • , 0 0000 0000•• O ACTIVE LEAF iJ6 INACTIVE LEAF • 13 • 26 • • 24 0000 z3 • r► • 9 0000• 0000•• CONCEALED FLUSH BOLTS Y 1/4" MAX. LEVERS AT STILE FACE -\ SHIM EXTERIOR D.L.O. 37" MAX. LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME V CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE D.L.O. .EAF WIDTH DOUBLE 1 2 POINT LOCK ASSEMBLY I ENACTIVE LEAF EXTERIOR O BUCK N o TYPICAL ANCHORS -SEE ELEV. FOR SPACING 0 Lam- LOCK OPTIONS \ #1 OR #2 `(OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS /LEVERS AT STILE FACE EXTERIOR FRAME WIDTH 4 POINT LOCK ASSEMBLY ACTIVE LEAF DOOR DETAILS w 0 N o) n Q z Qf 2N al 1:0 N m U V �Nn 0 W m O-G<.ggoi 0 In l� 3 O N Q W LL N W yl _ O Q w a) 1/4" MAX. („) O SHIM � J 0 (n N 26Y WOOD B K W n OR WOOD STIR TURE W < ACTIVE LEAF EE NOTE HEET 1 w } a N V� m — _ o 30: 0 m J W m W n 1 00 QNp ILr) C)W w I4.1 00 H TYPICAL ANCHORS SEE ELEV. FOR SPACING i Y SII Wyiag 'fA am ".e."OV Ba 'aag reode _ o A Na !& 122o- By 22d• failaa � - B •AODUC f laMMP s o pMae with t4 FIo" o m Fsadiag Cede '^ � 0 0 0 � o Aacepbe.e No -G 31 5 - l 3 �` c < m Ewpintbe D.I. �.•• �CBkSE . ® � � . - • + I n 2018 G ��t T Ordfawing� o. e ••• °RI�''';a�� WI 12—( TYPICAL ANCHORS SE ELLEVADONS TIONS 1 ° EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING IlaEXTERIOR II IL D.LO. METAL STRUCTURE) SEE SPEC SHEET 4 42" AT 86" HT. 37' AT 98" T. MAX. SINGLE SIDEUTE WIDTH #12 SMS 1/4" MAX. H AT 5" FROM ENDS SHIM CAND 11" O.C. MAX. 5 FTV 16 • �1 TYPICAL ANCHORS SEE ELEV. . o FOR SPACING .w EXTERIOR 1/4" MAX. 1By WOOD BUCK ' 7-�TYPICAL ANCHORS SEE ELEV. oFOR SPACING • w REINFORCING 8 AS REOD. IO SEE SHEET 3 39 3/4" 76" (D MAX. UNIT FRAME WIDTH PRODUC-1 +s rneplyinR with no pus& EDGE DIST. I enidl Cale a complying wilh I& Fierf•t ♦oRptnon No I �' 127p" l l E�pf line D¢h�l'{ bnuling Cnda Aeceptance Nn T 6Tl •is F E�p4otioo Dntc�l�j Mhmi D.A. \� CoNMl1 SIDELITE DETAILS 4 i 2 GLAZING 01 SEE SHEET S • • 11 w ti O a0J s tWw •••e gsee" g •••• • •see• eggs •••• ••g• 4. •• • ',goes *fee • •g•• ...... • • 4 4A 2 @) 2z � TIONS 1 ° EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING IlaEXTERIOR II IL D.LO. METAL STRUCTURE) SEE SPEC SHEET 4 42" AT 86" HT. 37' AT 98" T. MAX. SINGLE SIDEUTE WIDTH #12 SMS 1/4" MAX. H AT 5" FROM ENDS SHIM CAND 11" O.C. MAX. 5 FTV 16 • �1 TYPICAL ANCHORS SEE ELEV. . o FOR SPACING .w EXTERIOR 1/4" MAX. 1By WOOD BUCK ' 7-�TYPICAL ANCHORS SEE ELEV. oFOR SPACING • w REINFORCING 8 AS REOD. IO SEE SHEET 3 39 3/4" 76" (D MAX. UNIT FRAME WIDTH PRODUC-1 +s rneplyinR with no pus& •AODUC C DEV18Gg enidl Cale a complying wilh I& Fierf•t ♦oRptnon No I �' 127p" l l E�pf line D¢h�l'{ bnuling Cnda Aeceptance Nn T 6Tl •is E�p4otioo Dntc�l�j Mhmi D.A. CoNMl1 SIDELITE DETAILS • o 70592 _ B 1�1 4018 •�64E OF��t/�.= Browing no ITEM M PART # 9••9 DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 • 9999 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - _ 9999•• • • • 9999 • • - 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - 4A 9999•• 9999•• SIDELITE 9" BOTTOM FRAME •• •• - 5 E605 • • • •• •• 6063-T6 - • E606 • • 6063-76 9999•• • •e• 904,0 LEAF TOP &BOTTOM RAIL • :00000 • 000•e • • • ••• 6063-T6 9999 • • 0 000000 • - 9 99•9•• - LEAF HINGE STILE gegoge - • E610 epee • 9• 6063-T6 *00 11 E611 - LEAF ASTRAGAL STILE ••••9b e • 12 E612 - LEAF ALIGNMENT BRACKEF ITEM M PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 = DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - _ 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - 5 E605 SIDELITE FRAME JAMB 6063-T6 - 6 E606 - SIDELITE SLIP ON JAMB 6063-76 - 7 E607 - LEAF TOP &BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - B E608 - LEAF W'STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 12 E612 - LEAF ALIGNMENT BRACKEF 6063-T6 - 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG _ 14 E614 GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E1D9 - GLAZING BEAD (7/16" LAM- GLASS) 6063-T6 - 15 E615 - GLAZING BEAD(INSUL GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REQD. SIDELITE MULLION REINFORCING 6063-T6 - 19 FD -107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC, 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 X12 SMS AS REQD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 211 _ - 3IF DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL UL7RAFA8 _ 26 E20618 -KN -3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 _ - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 OL01 RC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 OLOI WB _- - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 _ 2/ LITE SETTING BLOCK, 1/4" X 1/2- X 4" LONG EPDM AT 6" FROM EACH END, DUROMEFER 8015 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END. OUROMETER 80±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. fto"CT mawab m --own -ft at I"& Rattling Cmle Aci punm rvo 1�^1220. 11 EZpweon nor`-3� 83 1 4. 1......1 Au>�i noae WROOUC [ UEVISNI) w—ptyf,g wRO rre n"IlllY LuM1ng Cnd, A—Pt. HApfratYp D,te�y9 eor� a.a. rill«, c..sa OF n r I II drawing no. W12-08 LOCKS: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DLO1-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM HINGES: I I 1 I / / I II / I / i / i I I I I � I I • I \ • • II j 1 • \ ACTIVE \ I • 1 • • INACTIVE ACT ACTIVE •e•• • • • AC ACTIVE • •••• ••e• •••• •••• • HINGES: 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD -107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5)SCREWS. AT HINGE STILE (6) SCREWS AT FRAME JAMB DPTION #2: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2•• FH MS I I II / i \ I I II j II j \ ACTIVE II / INACTIVE ACTIVE AC ACTIVE 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD -107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5)SCREWS. AT HINGE STILE (6) SCREWS AT FRAME JAMB DPTION #2: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2•• FH MS to 4%v z m 0� w � Q � r 0wa 0 U 17/1n /Liy VC C m 00 09La wit O Qw LL N w N - O U._Zof� JaDQw Q W O0 9 1- ►RODUC t REVmw °W >a cesplyieg with the F(rtdi - belong Code u a I.- Awpleuee No S 1o3I $1�4 (�1 +e g i.ry with 9Fl i%rljie IMrir r�MJ1 .. Suidi.idioCod c m Accept nn No IE ipintion Oa7e1(! - �T-_++. 7 m o a ��• 'OG�Nsg f n _ (� T OF drawing no. ;�� ORI �.'�a®�� W12-08 / i \ j ACTIVE to 4%v z m 0� w � Q � r 0wa 0 U 17/1n /Liy VC C m 00 09La wit O Qw LL N w N - O U._Zof� JaDQw Q W O0 9 1- ►RODUC t REVmw °W >a cesplyieg with the F(rtdi - belong Code u a I.- Awpleuee No S 1o3I $1�4 (�1 +e g i.ry with 9Fl i%rljie IMrir r�MJ1 .. Suidi.idioCod c m Accept nn No IE ipintion Oa7e1(! - �T-_++. 7 m o a ��• 'OG�Nsg f n _ (� T OF drawing no. ;�� ORI �.'�a®�� W12-08 / i \ j INACTIVE ACTIVE to 4%v z m 0� w � Q � r 0wa 0 U 17/1n /Liy VC C m 00 09La wit O Qw LL N w N - O U._Zof� JaDQw Q W O0 9 1- ►RODUC t REVmw °W >a cesplyieg with the F(rtdi - belong Code u a I.- Awpleuee No S 1o3I $1�4 (�1 +e g i.ry with 9Fl i%rljie IMrir r�MJ1 .. Suidi.idioCod c m Accept nn No IE ipintion Oa7e1(! - �T-_++. 7 m o a ��• 'OG�Nsg f n _ (� T OF drawing no. ;�� ORI �.'�a®�� W12-08 4.000 r.078 -7 --- -1.750 �-I� 519 -I r-.394 130 w o N .625 6I 5 - .803 .0415 .803 .050 .0510 ] .8"103 - .0451 Z W : a Jr b- 4.031078 4.750 1.047 H- 1.047 1� -W 1.172`O N Q a ry a 2.062 LL) D. GLAZING BEAD 5/16" GLASS 14A GLAZING 7/16" GLASS BEAD 1s GLAZING BEAD INSUL. GLASS 0: ~ 7m V t 'm 1.507-1 _ 1 DOOR FRAME HEAD/ SILL 1.5o7bi R a I5 a z a 1n g 4.000 7 LEAF TOP/BOTTOM RAIL paoa.+ z G�y 1Y U) Z 0 H Q W 7 w N W N _ 1.625 7-a -I p 4.719 .078 3.719 .078 0 J z M- w Q w m - -1 4.781 .078 1.7501.507 I = 4.000 � 7.531 L 8.250 1.500 312 ---r312 .� g o J J m � � II 1.507 �i s LEAF HINGE STILE � .062 -�- a LEAF W'STRIP ADAPTER w z n I V) w N - 5.344 O •Sr�FiITE 1.7so •••:•• TOP •BOTIUM FRAIaE • a.00ay • • 1,750 .5 2.0✓�1 sol _ 094 312 .442 -17- N 3 m rM N Don z 3 �'Zw 1.7s0 I •••••• • • • • • • 329 • • 078 000090 • .078 7A 9" BOTTOM RAIL 1.584 12 w N I G N J v W m 3.719 1.507-1 • • • • • • • • • 61.0 �1 filz � •••• • • •••••• FRAME OVER ® LEAF LOCK STILE LEAF ALIGNMENT BRACKET -y.7so� � zat I 375 -� •uoeucl �cr vn► - .125 •rs eum 1.574 125 3.781 BuidingpCude aerenesnre No �,�-( n• I brpira\ion On`le �S 1 2e1�y o _ �� w 5.344 • .078 • • I 2.081 1.750 1.507 • • . }�• r�� • • . • • • • • • • • .050 1.197 • • • • • • • • • • -•II1 _• • • • •� • • .078 L= o z z .154 -�� • •-4.000 3 LEAF CLAMP .m+ L•.adeet X16•• SNAP•COVER• LEAF ASTRAGAL STILEL 8.281 9.000 HINGE BACK-UP PLATE 1a 1.250 � �i 715 SIDELITE MULLION REINFORCING W. AHIP�\ ��:•'•0µ3EN,gF 2 °I' m 1.5 00 � .625 �, .500 ".718 ry t 4.000 .078- 4.000 7OF �"6 1 fi25 •�� - •JtODLCtREYiS6P �` -• 4.188 s �R IY the F7nrYe 4Min i.078 .078 NAl{ ``20m ' �� 1OP. �a®� � tc- f*�42 � n W 17 08 a.000 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME 6 SIDELITE SLIP ON JAMB • • • • • • • 22 22 4 u ��l zz � !R z Q O V N 3 O IL X D a I, N LL V Q IY ei / O C K m o 0 (l ,C H 0 -30 0 [d W z mo N � Z � - n J 5'0 Q Z. 0, Gr f t O o U a, OJ N D � DOOR FRAME CORNER W N w ziV)N� 0000 • • • SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER 0 000••0 •• • • • • Q 0 0 •• 0000•• o M LLJ 'a om • • 0000•• W � 0000 •• •• •• •• 0 • • • .0 • 0000 • • 0000•• - FI •w"slog •••• •••• 00000 • 000 ••• 2 a 0000 • • •0.000 co_w •AODUC t' BEYIG� 000000 0000•• w • i� r-OptylMW re with UK i- Q a 00 �� bmdinACstM I p • • • • • • • iii W A fi ptaomNo_J.k_a319• • • • 0 • ip i �� i EKati• Bnte n>A�_ZO (� • • • • • • *00 •• ,y �I .eRODUCf R6i'tP.i4'iE8 • •a complying with the tUIW iKr tJ Nah P Ce••41 c y _ Btld12C ole it, o _ l!hpi fkm Dnte— N o o m v o w RgLwl Rtu�tt `�� \�.'®..'.� i 70592 n '2018 cr� l BT SOF �4� drawing no. ,�� '••.. �c9 ; wiz—os LEAF CORNER ,��!i®®I �I��\ (jheet 9 of g MIAMI•D,ADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.¢ov/economy Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet therequirements of the applicable building code. been designto This product is approved as described n as with the Florida Building Cod to the Hi>;h etocity Hurricane Zone. e. Series "Eco -Guard 550" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum Fixe ndow (L.M.I.)", is 1 through 6 of 6, dated Q2/28/t 1, with revisi y Al-Farooq Corporation, signed and sea e y Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 00 s' INSPECTION: A copy of this entire NOA shall berdulletl to;t* llser by the manufacturer or its distributors and shall be available for inspection atl4e j96;; * i a:request of the Building Official. This NOA revises and renews NOA No. 13-0206.08 and consists of Ais page 1 and evidence pages E-1 and 112, as well as approval document mentioned above. so. The submitted documentation was reviewed by Hanupl Perr;rPtlgr •'. _--� . . . . . (Expiration NOA No. 15-0406.11 MIAMMADE COUNTY Date: May O5,2021 �Fijujaoygllpproval Date: July 02,2015 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.07) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision D dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-10-3145, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) 2. 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 an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3146, HETI-10-3147 and HETI-10.3149, all dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked—up, drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-10-3148, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by Al-Farooq Corporation, dated 03/27/15 and 06/23/15, signed and sealed by °Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of ReguWojyAd jEcgnomic Resources (RER) . ......... . . .. ... .. . . ... • • Manue a ez, P.E. • • • • • Product Conti 1 xaminer • y • • NOA No. 15-0406.11 • Expiration Date: May 05, 2021 • . Approval Date: July 02, 2015 — V: ••• • • • ••• • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14:04".a uraray America, Inc. for their %a ara- liu%aca -Glass Interlayer" dated 04/2 xpiring on 12/11/16. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, sign d and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No. HETI-10-3145, HETI.10.3 46, HETI-10-3147, HETI-10-3148 and HETI-10-3149, all issued by Hurrican Engineering and Testing, Inc., dated 12/29/10, signed and sealed ndido F. Font, (Submitted under NOA No. 11.0309.07) G. OTHERS 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window Systems, LLC for their Series "Eco -Guard 550" Aluminum Fixed Window - L.M.1., approved on 05/02/13 and expiring on 05/05/16. .. ... . . . . . .. . ...... .. ... .. ... . • .. . .. ;. . . fdaduei P/fre4 P.E. :. "Pro Gontro ocFuct miner NOA No. 15-0406.11 Expiration Date: May 05, 2021 •; • 1Wp*val Date: July 02, 2015 E-2 . . . . .. ... . ... . . .. . . . . . . . . . . .. .. ... . . DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - P3F V 1IINDOR GLASS TYPE 'A' GLASS TYPE 'M' GLASS TYPE '8' WINDOW DINS. GLASS TYPE 'A' GLASS TYPE 'M' GLASS TYPE 'B' m�u I DIMS. LENGTH (L) WIDTH (W) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 1M.(-) WIDTH (W) LENGTH (L) EXT,(+) INT.(-) EM.(+) INT.(-) EXT.(+) 1N7,(-) Z 30" 70.0 75.0 70.0 75.0 7_0.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 j 36" 70.0 15.0 70.0 75.0 70.0 75.0 32` 70.0 75.0 70.0 _ 75.0 70.0 75.0 42" 61.7 66.1 70.0 75.0 __ __70.0 75.0 37' 70.0 75.0 70.0 75.0 70.0 75.0 48" 54" 48" 54.0 57.8 70.0 -- 75.0 70.0 75.0 42" 50-5/6' 61.7 88.1 70.0 75.0 70.0 75.0 L IL as 3 60" 54.0 57.6 70.0_ 75.0 70.0 75.0 18' 54.0 57.8 70.0 � 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 53-1/8" 51.2 54.8 70.0 75.0 70.0 75.0 JO" 70.0 75.0 70.0 70.0 75.0 75.0 70.0 75.0 75.0 56" 70.0 75.0 70.0 75.0 38" 70.0 75.0 70.0 75.0 __70.0 70.0 75.0 60' 83' - - - - 70.0 _ 70.0 75.0 75.0 70.0 J0.0 75.0 75.0 �M 42" 61.7 68.1 70.0 75.0 70.0 75.0 28-1/2" 70.0 75.0 J0.0 75.0 70.0 75.0 48" 54' 54.0 57.8 70.0 75.0 70.0 75.0 12" 70.0 75.0 70.0 75.0 70.0 75.0 NOTE. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 0 & 54' - - 68.9 73.8 68.9 73.8 17' 70.0 75.0 70.0 75.0 70.0 75_.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Q 60" 68.9 73.8 68.9 _ 7J.8 � 42" 61.7 66.f 70.0 75.0 _ 70.0 75.0 W J0Md 66' - - 68.9 73.8 68.9 ]3.8 48' 63' 70.0 _ 75.0 70.0 75.0 • 96' - - 70. 75.0 70.0 75.0 • H - • 7S,S 75.0 70.0 75.0 30" 70.0 _75.0 70.0 75.0 _ 70.0 75.0 53-1/8" - - 70.0 75.0 70.0 75.0 Q5 J6" 70.0 75.0 70.0 75.0 70.0 --To0 75.0 56' 66.4 71.f 68.4 71.1 �-- 42" 81.7 6b.1 70.0 75.OJ 75.0 80" - - 62.0 66.4 62.0 68.4 48` 60" - - 70.0 75.0 70.0 75.0 63" - - 59.0 63.2 59.0 63.2 J U o J 54" _ - - 68.9 73.8 68.9 73.8 26-1/Z" 70.0 75.0 70.0 75.0 70.0 75.0 J 80" - - 62.0 66.4 62.0 66.4 J2" 70.0 75.0 _ 70.0_ 75.0 70.0 75.0 O N 66" - - 62.0 62.0 66.4 37' 70.0 75.0 70.0 75.0 70.0 75.0 Z 30" 70.0 75.0 70.0 70.0 75.0 {2" 78" _ _ _ 70,0 75.0 70.0 75.0 3 36" 70.0 75.0_ 70.0 r75.0 70.0 75.0_ 48' 70.0 75.0 70.0 75.0 w w 42" 66" 61.7_ 66.1 7_0.0 70.750 53-1/8"70.0 75.0 70.0 75.048" to --70.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 V1 68.9 68.9 73.8 32" 70.0 75.0 70.0 75.0 70.0 75.0 z O oM 60" - - 62.0 88.4 82.0 66.4 37" 80' _ 70.0 75.0 70.0 75.0 O^ Z 70' 70.0 75.0 70.0_ _ ^ 75.0 70.0 75.0 42' 70.0 75.0 70.0 75.0 3z J6` 70.0 75.0 _ 70.0 75.0 70.0 75.0 4B" - - 70.0 75.0 70.0 75.0 42" 72' - 70.0 75.0 70.0 _ 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 0`�� (.5 48' • • - - 70.0 75.0 70.0 75.0 32' 70.0 75.0 _ 70.0 75.0 70.0 75.0 rn _j Wrn� • 54"• • • - • - • E8lJ 73.8 68.9 73.8 37' 84' - - 70.0 75.0 70.0 75.0 O • • •SA'• • _ 70.4 75.0 70.0• 73.0 _ 70.0 75.0 42" - - 70.0 75.0 70.0 75.0 36" • • • �� 75.0 70.0 75.0 70.0 75.0 48' - _ - 70.0 75.0 70.0 75.0 • -_•_ • 70.0• 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 tg • 48" • - - • 75.0 70.0 75.0 32" 90, - - 70.0 75.0 70.0 75.0 A & 12 R • • • � • �v0 75.0 • 70� • 75.0 70.0 75.0 J7' - - 70.0 75.0 70.0 J5.0 2 38" • 84'• • - • - 75.0 70.0 75.0 70.0 75.0 70.0 75.0 • *� • • 00-0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 ,00800 _ 75.0 70.0 75.0 - - 70.0 75.0 70.0 75-0 PlLooucrvlhs Pwda. lu cmgAyig* wit g g • jOp 75.0 • A.1 75.0 70.0 75.0 70.0 75.0 70.0 75.0 9Mfldln• C•do b. /� S +"' 90" - - .Q • 75.0 70.0 75.0 70.0 75.0 70.0 75.0 AcaM-"a Zo21 c• w -0 - - •70.0 75.0 70.0 75.0 wuoD D- D R= n 0"0 L gy - . I✓J Product C Dtrol u < m • • • • • • • • NOTE: E.gr: JAVAD AHMAD - e o GLASS CAPACITIES ON THIS SHEET ARE FLA PE CIVIL 70592 c BASED ON ASTM E1300-09 (3 SEC. GUSTS). cAN.3538 s a k drawing no. C/JUN 3 2015 W11-10 sheet 2 Of 6 • 96' - - 70. 75.0 70.0 75.0 • H - • 7S,S 75.0 70.0 75.0 - - 70.0 • 75.0 70.0 75.0 TYPICAL ANCHORS SEE ELEV. FOR SPACING )CF D13T. c EOOF DIST.__, IRE MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS S °n 3 SEE SEPARATE NOA r I o EDGE DIST. o a I �o u)] �i FCsy ��^ V.~i 8'aa O��a a W;a - RS TYPICAL ANCHORS TYPICAL ANCHORS N - SEE ELEV. SEE ELEV. run arn�.in� FOR SPACING FOR SPACING Q y71 g iINTO9URES ANCHORS: SEE ELEV. FOR SPACINGW000 BUCKS AND METAL STRUCTURE NOT BY ECO MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMLTRACON BY ' [ O' (Fu -177 KSI. Fy=155 KSI) pAND TRANSFER THEM TO THE BUILDING STRUCTURE.OOD BUCKS OR WOOD STRUCTURES zW. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3UCKS INTO CONC. OR MASONRY w >- w. EMBED INTO CONCRETE (HEAD/SILL) a-��. EMBED INTO CONC. OR MASONRY (JAMBS) � oMTO CONC. OR MASONRY z 0 . EMBED INTO CONCRETE (HEAD/SILL)3. EMBED INTO CONC. OR MASONR BS)GRADE 2 CRS) UwSTR URES o STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") `o_ (NO SHIM SPACE) m c 1BY TYPICAL EDGE DISTANCIF v $ Et WOOD BUCK INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. c o = a ooh= WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. '3 - CONCRETE AT HEAD, SILL OR JAMBS f'e = 3000 PSI MIN. N °c < m u o C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS Fm = 2000 PSI MtN. En9r: JAVAD AHMAD ,n _ CIVIL FLA, PE r 70592 C CA.N. 538. : S TYPICAL ANCHORS .. " \ PRODUCT REVISED " I •" � nsoomPlyingwhhtheFlotWo SDuildingCode 8 S � SEE ELEV. FOR SPACING • EETYPI ELEV.NC _ L FOR SPACING AcceytatKoNo (,./ INd9n Dale u dfawing no. EDGE 01ST. By U JUN 2 3 2015 [Wil -101 u1a ud c sheet 3 of 6 0 1/4" MAX. 1 1/4" MAX. O SHIMS 1/4+ MAX Z 3 SHIM WOOD SHIN WOOD BUCK TYPICAL ANCHORSa TYPICAL ANCHORS FR a 0 FOR EPACING __ - v.. ///---E ELEV. SEE ELEV. v FOR SPACING 1 1/2" 00 _ _ a Po W 3 � �j � IL ICNVI 1 6 EXTERIOR TYPICAL ANCHORS f MEAL SEE ELEV. STRUCTURED.L. OPG. FOR SPACING T------� � V a WINDOW WIDTH N O (n O m N 3 W n } Lu � APPRMtAMI-OADEVED COUNTY p APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 3 Z n ut 0 < -J 0000 W �W , 1 Wrn� k' e 0000 • • �^--.:� 0000•• • 0000 • • • • • - — • • • •- • 0000 •• 0 •• 0 • _---__ LI--___-= 0000 • • 0000•• --- ---- - teu $ • • 0000 0000 • • • • 0• • PRODUCT REVISED o •• • • • • • • • m complyhlg with the Fulda • • • • • EXTERIOR Euilding Cade • • • 0006" WINDOW WIDTH WINDOW WIDTH _ O in „ Atopens No • 0 0 0 • 000000 ... • .. h% eliWl Delo 202 i a -i o R '� h ; os3g • .... . .. Dvll ProAuq Contra •` g < 1O • • 0 0.000• • 0 6.006• - • • Eng°: JAVAD AHMAD n e o CML M. PEI 70592 c �' C.Q.N. 3d, -I drawing no. W11-10 JUN 2 31015 ,heat a of s EDGE DIST. METAL V c0i STRUCTURE EDGE �� C TYPICAL ANCHORS 01ST. ML4M1-OAOE COUNTY APPROVED SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS Z o S SEE SEPARATE NOA J �' • I EDGE 0 DIST. a a ao 'gym& TYPICAL ANCHORS TYPICAL ANCHORS a SEE ELEV. SEE ELEV, FOR SPACING FOR SPACING---� N J J x Q 3 H R w �w z D o N 1/4' MAX. c Z 3 mm SHIMS ALT. 6 3 Z n TYPICAL ANCHORS V/(D 0 O • • • • SEE ELEV. FOR SPACING L) • • • W • •• • • •• 0000•• - 0.0• • • • • 0000•• .'a� vi TYPICAL ANCHORS D • • • • • • • • • • • • SEE ELEV. FOR SPACING 0 jE 0000 • • ••• •• q3 • W • F u • • • • *000 • • �n PRODUCT REVISED aa **609 • • NCMPlyimwm Florida . • • • • • • Dandleg Code 06.� f 0000 LA No V Iof . • •••• •0• 0• • BY 'iA Oo m ALT. • 'I Product nVol E 9 • 0000 • • ��<muo • 0000 • • • 906: INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAO AHMAO r o CML FLA. PE / 70591 0 r • CAN. 3538 �JU ,3 2015 drowl0 EDGE DIST. / / W 1_ Loi l� sheet $ of g • • • • • • • • FRAME HEAD/SILL/JAMB �_� .452 L.2871 SNAP COVER I'A ----^I F,394 .6013 .•050 %.547 •*• -iZING BEAD (7/1 ' LAM. GUESS' • 0000•• • • • • • • • • 0 2.688 --y • -y 1•-.130 000000 II .062 •• •• •• -F .803 04& • • • .500 0000 • • 0000•• .769 • 0000 0 00 0000 2.611 • 1.172 • • 0i•0• 0000 ®RIAZING BEAD :INSUL. LAM. G"V • • • ( FLUSH FRAME ADAPTER 0000 0000 0 0000•• • • 1.750 0 • •••519 •• 0000 • • • 1-,—�.• • .493 • .603 .045 1 750 1.047 .493 GLAZING BEAD (5/16" LAM. GLASS) O CORNER KEY ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/RRMARKS 1 E503 4 FRAME HEAO/SILL/JAMB 6063-T6 - 2 E504 4 SNAP COVER 6063-T6 3 FY109 _ AS REOD. GUZING BEAD (7/18' LAM. GLASS) 6063-T6 - 3A E505 AS REDD. _GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 38 iY108 AS REQO GLAZING BEAD (5/I6" LAM. GLASS) 6083-T6 - 4 /10 X 1-1/4" 3/ CORNER ASSEMBLY SCREWS - 5 E203 AS REGO. GLAZING BEAD BULB, OUROMETER 65 SANTOPRENE ULTRAFAB 2/ CORNER FRAME CORNER KEY ST.STEEL - GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWEAS T�P7SgJ40-SS REDO. FLUSH FRAME ADAPTER 6063 -Te OPTIONALAS REGO. SETTINC_BLOCK, 3/16" % 3/4' X 4" LONC EPDM WROME7ER 8045 SHORE A - - INSUL. GLASS EDGE SPACER ST. STEEL I CARDINAL XL 6 I SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. FRAME CORNER PRODUCPREVISED 4-* ling with tho Florida CML FU.C.A.N.PE 70592 38 ! 32015 I EO Drowrng no. W11-10 Enamih MIAMI -DADS MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wryvw.miamidade.zov/economy Eco Window Systems, LLC 8502 NW 80" Street Medley, FL 33.166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -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 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 -Dad -e County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as des-cribed herein, and has been designed to .comply with the Florida Building : Series `ECO -Guard Clipped" Aluminum Tube Mifflion - L.M.I. 1 FFJKUVAL-Ui7L rawmg o. _ eves titled "Aluminum 'lube Mullion", sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miarni Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section_ MISSILE IMPACT RATING: Large and Small Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, slate. series, and following_ statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, far sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County_ , Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jab'siaft Qie.6regtir,4ottbe•9uilding Official. This NOA revises. NOA No. 14-0529.16 consists of ttk pagli baud tv;d P4ges E-1, E-2 and E-3, as well as approval document mentioned above. • • *0: .. . . . • The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMI -E UNTY saw �0 ld i� • • • • :l: NOA No. 17-1218.14 • • • • • '. • ExpiritiojTWe: October 23,.201-9 ... . . ...Approval Date: February 22, 20°18 Pagel . . . . . . . . . . • .. .. . . .. .. Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE. SUBMITTED UNDER PREVIOUS APPROVAL # 14-0529.16 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation, signed and sealed by Javad Abmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniforn Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08 2192A, dated 01/15/09, signed and sealed by Candida F. Font, P. E. 2. 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 a clipped alumin am mullion at a Exed window/ a single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI48-2192B and BETI48-2166C, both dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation ding= of a clipped alumirumn mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. STI-08-21E6A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. - C. CALCULATION'S 1. Anchor verification calculations and .structural analysis, —complying with FBC-2010 and FBC 5`" Edition (2014), -prepared by A%Farooq Corporation, dated 0510.5114, signed and sealed by Javad Ahmad, P. E. E. QUALITY ASSURANCE 1. Miami—Dade Department of Re:gulato" and Economic Resources (TER).. ... . . . . . .. MATERIAL CERTIFICATIONS'.�-- 1. None. Jorge M. Plasencia, P. E. di • • • • �. P 'n�:'Control Unit Supervisor • • • : : : : : NOA No. 17-1218.14 . . .. . . . . . • • • • Exp.ira#ioabate: October 23, 2019 Approval Hate: February 22, 2018 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC-2010 and FBC 51h Edition (2014), issued by Al—Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETIA8-2192A, HETI-08-219213, HETIA8-2166A and HETIAS-21560, all issued by Hurricane Engineering & Testing, Inc., dated 011/15/09, signed and sealed by Candido F. Font, P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez, P. E. G. OTHERS 1. None. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. iV'li4-01 Rev. A, Series titled "Aluminum Tube Muton", sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P_ E. B. TESTS 1. None. C. CALCULATIONS 1. Structural analysis, complying with FBC 6" Edition (2017)., prepared by Al—Farooq Corporation, dated 11/30/17, signed and sealed by Javad Ahmad, P. E. E. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTWICATIONS 1. None. .. ... . . . . . .. . .. . . . . ... . • .. ... ..ee . . . . orae M. Ptasencia, P. F.. • P�Nl tt Control Unit Supervisor • • • • : : ; NOA No. 17-1218.14 • • • • . FxtVatiob*Date. October 23, 2019 Approval Date: February 22, 2018 ir• . . . . ••• • . . . . . . . . . . . .. .. . . . .. .. ... 0 • 0. ••• . . Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 611 Edition (2017) and of no financial interest, issued by Al—Farooq Corporation, dated 11/14/17, signed and sealed by Javad Ahmad, P. E_ G. 1. This NOA rev - , expirmgon .. ... . . . . . . . . .. . . . . ... . .. ... .. . . . M. Plasencia, P. E. .. Pro• uct:-antrol Unit Supervisor :. .' • NOA No. 17-1218.14 ' ' • • • • Expa atioe•Date: October 23, 2019 Approval D -ate: February 22, 2018 . . . . . . . . . . 000 0 . .. .. . . . .. .. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULUONS USING MULUON PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. .,ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIF'ED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY_ ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I- LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECENNG THIS PRODUCT .AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWS'` BY BUILDING OFFICIAL. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. ST—LP T DETERMINE DESIGN LOAD REOUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. USING ANCHOR NPS ON SHEETS S THRU 9 AND ANCHOR CHARTS STEP ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE I L "UBULRR SHAPES (a— 000 ALLOY 6063-T6 —r---- TTfbf------ T— lun , 1 U 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING PRODUCT REWSED ascomp I� withthe Florida 8aildmg oda woa-No. 17-1218.14 Expiration Data 10/23/2019 11—GLAZING PRODUCT N II •• 1.000 • • I I • • •a z " m Q r q W Yaoo��O IN Yot � n o ao<P � PLO It �N� o J O Q n UImE sL i I'i ;1 1 i O D(n • �I Q 00 Z J NJ 41000 uj co-* r I'PAN CD4 m 0 I Sto'kk OF BjY a drawing no. M14-01 -�I 1.000 j' .125 1.000 2.000--y�., 25 C 2.000---{.125 2.000—='1�.25U I iS .375 1.000 I_000 5 1 I I Q q 0 .125 .375 2 Ip Qa �•� 1zs G .125 4.000 .125 4.000 4.000 C! 00 6.000 6.000 • -� 7 I I • • m o .375 .315 .125 • • • • • .250 : y G J— L— •••••• Ia = .9502 IN\a )B = 2.0374 IN\a Ix = 1.538 IN\a )s = 3.1878 IN\4 Ix- 2.9762 IN\a • LL � o f m S% _ .6335 IN\3 S% = 1.0187 IN\3 S% 1.0254 M\3 SM = 1.5939 IN\3 S% = 1.4881 IN\3 • • • • • • Zm • • • •Q V m F 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 L STD. MULLION STD MULLION CUSTOM MULLION CUSTOM MULLION STD. MULLION • • • 6063-T6 60(33-T6 6063-T6 6063-T6 6063-T6 m Ix 8.2757 IN\4 I% (rSl �(\� • (� L` m S% = 2.7586 IN\J S% = 5. 677 Ir+�J 2 I�v N 2 X 6 2e 6• • STD. MULL ION F+EAVY MULLION • w LL 6063-T6 504115-T6 • • Wm 1} rr � co 110 • � n f _ 00 Z 3 3: z n �f000 a comi r lir � --I 718 T— 2.125 2.125 ola .125 .125 olf .125 rTrF. I TYP. uIa 2.oce - y j 2.000 NOP'H NOTCH - 01TIONAL 1�2- OPTIONAL 1/2- f _.. ``\11, 111�11�1"I/1j ��• MIN. I 1AN.� PRODUCT REVISED , 7 2 a - f/2 comp= with the Florida - 1 a i �/ N, MM 8aiiding ode 1 1/2. ' \\\�� MOA-wc. 17-1218.14 MIN. Expiration Date 1.0/23/2019 �: ®. PAYE OF-01 7•dfj�` drowing no. o '20RIOP-.•' `.�� 1 ANGLE CLIP MULLION CLIP MU LI�.ON CLI M am' a Product Control /s�®�� 1� sheet 2 cf 9 6063-T6 6063-T6 6063-T6 ALL LOADS ARE EXT.(+)/INT.(-) 19-1/8" DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) CAPACITY - PSF (TUBE MTJLLIONS) �V WINDOW DIMS. WIDTH (W) MULL SPAN I X3 STD. 1 X4 STD. 1 X 3 1 X4 CUSTOM CUSTOM 2 X 4 STD. 2 X6 STD. 2X6 HEAVY 19-1/6" 26-1/2" 30" 37• 42" 48" 54" 60' 60 72" 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1120-0 120.0 120.0 120.0 120.0 120.0 120.0 120-0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120-0 120.0 120.0 120.0 120-0 120.0 120.0 120.0 120.0 120.0 120-0 120.0 120-0 120.0 120.0 120-0 120.0 120.0 120.0 120.0 120-0 120.0 20.0 1 120.0 112.5 120.0 120.0 120.0 1200 120.0 120.0 102.3 120.0 120.0 120.0 120-0 1200 120.0 93.8 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 26-1/2' 30" Tr 42" 68• 54" 60" 66" 72" 42- 1 120.0 120.0 120.0 120.0 120.0120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0120.0 120-0 120.0 120.0 120.0 120.0 120.0 120 120.0 120.0120.0 0 120-0 120.0 1'20.0 ' 120.0 120.0 120.0 120.0 120.0 116.8 120.0 120.0 120-0 120.0 120.0 120.0 11 1039 120.0 120.0 120.0 1120.0 120.0 120.0 93-4 120.0 120-0 120.0 120.0 120-0 120.0 84.9 120.0 120.0 120-0 120.0 120.0 120.0 77.9 1'Z0.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2" 30' 37' 42" 48' 54" 60' 66' 72" 50-5/8" 120.0 120.0 120-0 120-0 120.0 120.0 120.0 120.0 120.0 1 120,0 120.0 120-0 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.01 20.0 103.1 120.0 120.0 1120.0 120.0 120-0 120.0 90.8 120,0 120.0 120.0 120.0 120.0 120.0 79.5 1200 120.0 120.0 120.0 120-0 120.0 70.6 1125 111.8 1200 120.0 '120.0 120.0 83.6 101.3 100.4 120.0 120.0 120.0 120-0 57.8 92.1 9-.-3 120.0 120.0 1200. 120-0 53.0 84.4 83.7 120.0 120-0 12.0 120.0 19-1/8" 26-1/2' 30" 37" 42" 46' 54" 60" 65' 72^ 63" 120-0 120.0 120.0 120.0 1120.0 120.0 120.0 89.0 j 1200 12Q.0 120.0 120.0 I 120.0 120.0 78-6 120.0 j 120.0120.0 '120.0 120.0 120.0 63-7 104.3 1032 120.0 120.0 120.0 120.0 56.1 1 91.9 90-9 1200 120.0 120.0 120.0 49.1 80.4 79.5 120.0 120.0 120.0 120.0 43.7 71.5 70.7 108.3 111.5 1 120-0 120.0 393 I 64.3 6.I6 I 97.5100.3 120-0 120.0 35.7 55.5 I 57.8 88.6 91.2 120.0 120.0 32-7 53.6 53.0 8_183-6 120.0 120.0 ALL LOADS ARE EXT.(+)/INT.(-) 19-1/8" DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) CAPACITY - PSF (TUBE MTJLLIONS) �V WINDOW DIMS. 1 X 3 STD. 1 X4 STD. 1 x3 1 X 4 2 X 4 CUSTOM CUSTOM STD. 2 X 6 STD. 2X 6 HEAVY WIDTH (W) MULL SPAN 19-1/8" 26-1/2" 30" 37' 42" 48" 54" 60" 66' 72" 74-1/4" 75.3 120.0 120.0 1 120.0 120.0 120.0 120.0 54.3 103.4 118.0 120.0 120.0 120.0 120.0 48.0 91.3 77.7 1200 120.0 120.0 120-0 38.9 74.0 63.0 111.9 116.3 1200 120.0 343 652 55.5 98.6 102.4 120.0 120-0 30.0 57.1 4&ti 66.3 89-6 120.0 120-0 26-7 43.2 76.7 79.7 120.0 120.0 24.0 38.9 69.0 71.7 120.0 120.0 21.8 35.3 62.7 652 119.7 120.0 - 32.4 57.5 59.7 109.7 K70.5 120.0 19-1/8" 26-1/2' 30" 37' 42' 411' 54" 60" 66" 72" 114" I 52.0 26-1/2" 30' 37' 42' 48' 54' I 60• 66' 72' 84.2 120.0 120.0 120.0 120.0 37.5 60.0 120-0 117.7 120.0 120-0 332 53.7 106.3 104..0 1200 120.0 26.9 572 43.5 88.2 84-3 120.0 120.0 23-7 50.4 38.3 1 76.0 74.3120.0 120.0 20J 44.1 33.5 66.5 65.0 120.0 120.0 - 39.2 29.8 59.1 57.8 113.5 120.0 - 35.3 26.8 532 52-0 1022 1200 - 321 24.4 48.3 47.3 92.9 1200 - 29.4 22.4 44.3 43.3 05.2 120.0 15-1/11" 26-1/2' 30" 37" 42" 48" 54" 60" 72" 96" I I 34.8 74.8 56.4 1159 109.3 120-0 120.0 25.1 54.0 40.7 84.4 78.9 120.0 1200. 22.2 47.7 36.0 1 74.5 69.7 120.0 120.0 - 38.7 29.2 50.4 56.5 120.0 120.0 - 34-1 25.7 532 49.8 110.9 120.0 29.8 22.5 46.6 43.5 970 120.0 26.5 41.4 38.7 B62 = 120.0 23.8 373 34.8 77.6 120.0 21.7 - 33.9 31.7 I 70.6 120.0 - - - 31.1 29-0 1 64,7 1183 19-1/8' 26-1/"" 30" L I I 37" 42" 48" 54" fig" 72' 108" - - - 82A 76.8 120.0 120.0 59.3 55.4 120-0 120.0 - - - 523 46.9 120.0 120.0 - - - 424 39.7 ' 98.7 120.0 - - - 37.4 35.0 87.0 1.20.0 - - - 32-7 30-6 78.1 t20.O - - - 29.1 272 67.5 120.0 - 262 24.5 60-9 111-3 - I - - 23.8 22.2 55.3 1012 - - - 21.8 20.4 50.7 92.7 ALL LOADS ARE EXT.(+)/INT.(-) 19-1/8" DESIGN LOAD CAPACITY - PSF (TUBE MTJLLIONS) �V W 0 p WINDOW DIMS. 1K3 1K4 IX3 IR4 2X4 2X6 2X6 STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN z n m �. n n ~ N a W W �j c t C ti � F 0 � yI'1 Q 6 6 C A N 0 R gr 1 z 0 �1 P 26-1/2" 3p' 37" 42' 48' 54' 72' 120" 59.9 56.0 120.0 120.0 - - - 43.2 40.4 110.9 1200 - - - 38.2 35.7 97-9 120-0 - - - 30.9 28.9 79.4 120.0 - - - 27.3 25.5 69.9 120-0 - - - 23.8 22.3 612 1119 - - - 21.2 - 54.4 99.4 _ _ 49.0 89.5 • - 44.5 81.3• _ _ _ _ r •40� 74.6 19-1/8' 26-1/2" 30" 37' 42' - - - 45.0 42.0 • 11601 120.0 - - - 32.5 120.0 - - - 28.7 26.8 •74.5 120.0 - - - 232 110.8 _ _ _ 20.5 I -• •10 W2 97.6 48" 132' _ _ _ _ _ - 85.4- 54' 60" 66" 72' I - - - - - 41.4 7559 •• • W 3i Z DO Q o • 2 W � L �. -4 0 N OJ O W 1 LLLI 0J : _ _ _ _ • • •�i 68.4 - - _ r• • �T.B 62.1 - - - I - - 31.0 57.0 26-1/2" 30' 37' 42' 48' 54' I 60• 66' 72' 144" - - - 34.6 0 120.0 2.4 640 11920 - - - 22.1 4P.6 .4 105.3 - - - - •- • 466 65.4 - - - - -• • 41.18 75.2 • -__ - _ _ _ 35.8 65.8 - - - - - 31.9 58.5 _ _ _ _ I _ 28.7 52.6 - - - - - 26.1 47.9 _ _ _ _ _ 23-9 439 ARCHES IN90E TO BE INSCRIBED HORQGNTAL MILLIONO RECTANGULAR SNAPE� r IM GLAZING --rRODUCT J1j VERDOLI IGLAZING -MULLION i iGIALNG ff PRDOUGT <!I GLA7J14G GLAZ z PRDOUCT PRODUCINGTI L_J GLAZING --rRODUCT J1j } IGLAZING iGIALNG ff PRDOUGT <!I PRODUCT DCT Wt W2 I MULLION SPAN NOTE: MULLIONS RATED IN THESE CHAR -IS MAY BE ORIENTED 1+lunfrlj7-' ` p�~� �� 1 VERTICALLY OR HORIZONTALLY. '\`\ (INTERPOLATION B P,4EEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMEBITS / PRODUCT REVISED �= a 2 r WIDTH (�,4t = wt > W'z as compl in9 wlttl the Florida 1= 7 2 Building Code '� Z / 1 J, U 8 NOA-No. 17-1218.14 LJ�� E.piratlon Date 10/23/2019 'rJ STATE OF lye f rTrOwing no. MULLIQNS --- �'a�A®?� M14-01 mia 1-D Product Control i,�S`�NAI- ``� ` sFe<t 3of 9 ALL LOADS ARE EX ,(+)/INT.(-) NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS WINDOW DIMS WIDTH (W) MULL S 19-1/8' 2B-1/2' 30' 37" 42' 48' 120" 54' 60" 86' 72" 19-1/8' 26-1/2' 30" 37" 42" 48" 132" 54" W. 56" 72' 19-1/8" 26-1/27 W. 37' 42' 48' 144" 54" 60' 66' 72" TYPICAL M1CFfORS DESIGN LOAD CAPACITY - PSF ANCHORS TYPE DESIGN LOAD CAPACITY - PSF VETt"ICAL M 11WON IIGLAZING DESIGN LOAD CAPACITY - PSF jl PRODUCT �IfI II -_ w��I WINDOW DIMS. I ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 B2 I B4a Bob WIDTH. (W) MULL SPAN A2 A4 A6 H2 B4a B4b 19-1/8" 26-1/2" 30' 37" 42" 48" 54" 60" 66" 72" 38-3/B" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26=1/2' 30' 37' 42' 48' 54" 60' 66' 72" 74-t/4" 120.0 120.0 120.0 101.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.2 120.0 120.0 732 105.4 120.0 120.0 120.0 1200. 120.0 120.0 120.0 100.8 120.0 120.0 64.6 93.1 120.0 120.0 120.0 120.0 101.4 120.0 120.0 81.8 120.0 120.0 52.4 75.5 104.8 120.0 120.0 120.0 89.3 120.0 120.0 72.0 120.0 120.0 462 665 92.4 120.0 1120.0 120.0 78.2 112.6 120.0 63.0 109.9 120.0 40.4 I 58.2 80.8 1084 120.0 120.0 69.5 100.1 120.0 56.0 97.7 120.0 35.9 51.7 71.8 97.6 120.0 120.0 62.5 90.1 120.0 50.4 87.9 120.0 32.3 46.5 64.8 58.7 120.0 120.0 56.9 81.9 113.7 45.8 79.9 114.9 29.4 42.3 58.8 81.3 120.0 120.0 52.1 75.0 104.2 42.0 733 109.9 26.9 38.8 57.9 19-1/8' 26-1/2" 30' 37" 42' 45' 54' 60" 66' 72" I j - I 42' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2" 30' 37" 42" 4B" 54' 60' 66' 72' 84" 120.0 120.0 120.0 89.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 100.9 120.0 120.0 64.7 93.2 120.0 120.0 120.0 120.0 114.3 120.0 120.0 89.1 1200. 120.0 57.1 823 114.3 120.0 120.0 120.0 92.7 120.0 120.0 723 120.0 120-0 46.3 66.7 927 120.0 I 120.0 1 12C.0 81.6 '.17.6 120.0 53.7 1 111.0 120.0 40E 58.8 B1.IS 111.4 120.0 120.0 71.4 102.9 120.0 55.7 97.1 120.0 35.7 51.4 71.4 99.0 1200 1 120.0 63.5 91.4 120.0 49.5 86.3 120.0 31.7 45.7 63.5 89.1 120.0 120.0 57.1 82.3 114.3 44.6 77.7 116.6 28.6 41.1 57.1 810 720.0 120.0 51.9 74.8 103.9 40.5 70.6 106.0 26.0 37.4 51.9 74.3 120.0 120.0 47.6 68.6 95.2 37.1 64.8 97.1 23.5 34.3 47.6 19-1/8" 25-1/2" 30" 37" 42" 48" 54" 60' E6" 72" 50-5/8" 120.0 120.0 120.0 120.0 120.0 120.0 119-1/8' 1j26-1/2' 1 30' 37' 42' 48' 54" 60' 66" 72" 96" I 120.0 1200 120.0 78.4 112.9 120.0 120.0 120.0 120.0 1^_7.3 120.0 120.0 88.3 120.0 120.0 56.6 81.5 113.2 720.0 1 120.0 94.8 120.0 120.0 78.0 1205 120.0 50.0 720 100.0 120.0 120.076.9 110.7 120.0 63.2 110.3 120.0 405 584 81.1 r12 126.0 120.0 67.7 97.5 I 120.0 587 97.1 120.0 35.7 51.# 71.4 120.0 1 120.059.3 85.3 118.5 48.8 85.0 120.0 31.3 45.0 62.5 822 120.0 120.0 52.7 75.9 105.3 43.3 75.5 113.3 27.8 40.0 55.6 74.0 120.0 120.0 47.4 68.3 94-8 39.0 68.0 102.0 25.0 36.0 50.0 6"i120:0 I 43.1 62.1 86.2 _35.5 61.9 92.7 227 32.7 45.5 61.6 107.5 120.0 39.5 56.9 79.0 32.5 56.7 85.0 205 30.0 1 41.7 19-1/8" 2E -1/Z" 30' 37 42" 48 54" 60" 66' 72" 63" i 120.0 1 120.0 I 120.0 119.5 120.0 120.0 19-1/8" 26-1/2- M. 37' 42" 48" 54" 60' 60 72' 108" 108.8 120.Q 120.0 697 100.4 120.0 1200 1 120.0 120.0 B6.3 120.0 120.0 78.5 120.0 120.0 50.3 72.5 100,6 I 118.9 120.0 1205 76-2 109.7 120.0 69.3 1200. 120.0 44.486.9 96.4 1200 2C0 61.8 89.0 120.0 56.2 9B.0 720.0 36.0 51.9 72.1 84.9 1200. 120.0 54.4 78.4 1 108.8 49.5 86.3 120.01 31.7 45.7 63.5 74.3 120.0 120.0 47.6 68.6 952 43.3 75.6 1133 27.8 40.0 55.6 66.0 115.1 120.0 42.3 61.0 84.7 38.5- 67.2 100.7 24.7 35.6 49.4 59.4 103.6 120.0 38.1 54.9 76.2 34.7 60.4903 222 32.0 "A 54.0 94.2 120.0 34.6 49.9 693 31.5 54.9 82.4 20.2 29.1 40.4 49.5 86.3 120,0 1 31.7 45.7 63S 28.9 50.4 75.6 26.7 j 37.0 ALL LOADS ARE EX ,(+)/INT.(-) NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS WINDOW DIMS WIDTH (W) MULL S 19-1/8' 2B-1/2' 30' 37" 42' 48' 120" 54' 60" 86' 72" 19-1/8' 26-1/2' 30" 37" 42" 48" 132" 54" W. 56" 72' 19-1/8" 26-1/27 W. 37' 42' 48' 144" 54" 60' 66' 72" TYPICAL M1CFfORS DESIGN LOAD CAPACITY - PSF ANCHORS TYPE ARCHES TO BE INSCRIBED TYPICAL F -INSIDE RECTANGULAR SHAPE ANCHORS HORIZONTAL MULLION GLAZING PRODUCT 3 a"�`ANCNOP. � CETPIL /t GLAZING I GL4ZING TYPICAL PRODL'� PRODUCT ANCHORS TYPICAL MULLION ARRANGEMENTS F- W_H �W) _ w1 + w2 PRODUCT REVISED as complying with the Fbrfda - 1 Building Code _. I , .OA-No. 17-1218.14 - - j1 E"iratlon Date 10/23/201.9 A.ga4-•�;� 1 1 �N O 'EOF r• / drawing no. F`D-a' Gaj M14-01 VETt"ICAL M 11WON IIGLAZING GLAZINGPRODUCT jl PRODUCT �IfI II -_ w��I TYPICAL ANCNORS W2 ARCHES TO BE INSCRIBED TYPICAL F -INSIDE RECTANGULAR SHAPE ANCHORS HORIZONTAL MULLION GLAZING PRODUCT 3 a"�`ANCNOP. � CETPIL /t GLAZING I GL4ZING TYPICAL PRODL'� PRODUCT ANCHORS TYPICAL MULLION ARRANGEMENTS F- W_H �W) _ w1 + w2 PRODUCT REVISED as complying with the Fbrfda - 1 Building Code _. I , .OA-No. 17-1218.14 - - j1 E"iratlon Date 10/23/201.9 A.ga4-•�;� 1 1 �N O 'EOF r• / drawing no. F`D-a' Gaj M14-01 TYPICAL ANCHORS 2 PER CUP (I ON EACH WING) #14 SMS 1-3/4 O.C. MIN. 1 4 PER CLIP i ANCHORS TYPE `A2' TYPICAL ANCHORS 1 PER ANGLE ORNCRETE\ LFLOAT7NG CLIP 11 II' [2 X 2 X 1/8" I SNUG FR INSIDE MULL LI U ALUM ANGLE L #14 SMS I 1 1-3/4" O.C. MIN. I 2 PER ANGLE TYPICAL ANCHORS 44 PER CUP (2 ON EACH W.NG)� �d� li Ili I TYPICAL 2 P CONCRETE = f'c 3000 PSI MIN. I j Z METAL - 1/8' MIN. THK. STEEL Fy - 36 NSI MIN. Q p p 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) F C�ONLRETE U OR� _ ANCHORS MAY BE HEX OR FLAT HEAD. ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. ^ CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED i m WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR I WATER -WHITE METHACRYLATE LACQUER Io LFLOATING CUP 11 11 L2 X 2 X 1/8' SNUG FIT INSIDE MULL U U ALUM ANGLE % I 1 I 1 {'14 SMS / I j14 SMS 1-3/4" O.C. MIN.J 1-3/4' O.C. MIN. 4 PER CUP 2 PER ANGLE ANCHORS TYPE `A4' m�v io Z N y Z C� npo •0000 ANCHOR. TYPES SUBSTRATE MIN. BM3/4" 1/4" DIA. ULTRACONS BY 'ELCO'' (Fu=177 KSI. Fy=155 KSI) CONCRETE 7-3/�' DIA. SP�.F DRILUNG SCREWSMETAL GRADE 5 CRS) 1/8 JN ��yy X r �cGH� • V • N • • i C ILCl¢ 0000• •�Iy� ••1:0 • 1y _ � • 00000; ' . 0.0••• .j�mQ w Q W f • •000• •••• Oml F • • 0 • 0 • 0000 a 0000 • • •0.00• I •0 00 0 • • •• •i O ••0.0• i0•••• • • • • • w i CONCRETE = f'c 3000 PSI MIN. I j Z METAL - 1/8' MIN. THK. STEEL Fy - 36 NSI MIN. Q p p 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) F C�ONLRETE U OR� _ ANCHORS MAY BE HEX OR FLAT HEAD. ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. ^ CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED i m WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR I WATER -WHITE METHACRYLATE LACQUER Io LFLOATING CUP 11 11 L2 X 2 X 1/8' SNUG FIT INSIDE MULL U U ALUM ANGLE % I 1 I 1 {'14 SMS / I j14 SMS 1-3/4" O.C. MIN.J 1-3/4' O.C. MIN. 4 PER CUP 2 PER ANGLE ANCHORS TYPE `A4' TYPICAL ANCHORS:8ILI • • • • • N y Z I1/4co J 'I I o •0000 ANCHOR. TYPES SUBSTRATE MIN. BM3/4" 1/4" DIA. ULTRACONS BY 'ELCO'' (Fu=177 KSI. Fy=155 KSI) CONCRETE 7-3/�' DIA. SP�.F DRILUNG SCREWSMETAL GRADE 5 CRS) 1/8 CONCRETE = f'c 3000 PSI MIN. I j Z METAL - 1/8' MIN. THK. STEEL Fy - 36 NSI MIN. Q p p 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) F C�ONLRETE U OR� _ ANCHORS MAY BE HEX OR FLAT HEAD. ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. ^ CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED i m WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR I WATER -WHITE METHACRYLATE LACQUER Io LFLOATING CUP 11 11 L2 X 2 X 1/8' SNUG FIT INSIDE MULL U U ALUM ANGLE % I 1 I 1 {'14 SMS / I j14 SMS 1-3/4" O.C. MIN.J 1-3/4' O.C. MIN. 4 PER CUP 2 PER ANGLE ANCHORS TYPE `A4' i a OF D ��drnwi g no. M14-01 PRODUCT REVISED N y as complying with the -Florida Budding Code NOA-Na 17-1218.14 (- Expiration Date 10/23/2019 \ ��'• �+T� i a OF D ��drnwi g no. M14-01 TYPICAL ANCHORS 6 PER CUP (3 ON EACH WING) \\\ \A\\\ \r< TYPICAL ANCHORS 3 PER ANGLE 11 11 II 4 II II I I I I FLOATING CUP I I I I /2X 2 X 1/8" I I i I SNUG FIT INSIDE MULL LJ I ALUM ANGLE R14 SMSJ j j 014 SMS I 7-3/4' O.C. MIN. I 1 1-3/4" O.C. MIN. I I 6 PER CUP 3 PER ANGLE LNCHORS TYPE `A6' TYPICAi. ANCHORS: • • • ANCHOR TYPES I SUBSTRATE �V w ,p O 3, Z M n O of 2q 1-3rf• •2-1/2" • C•' JNO� � Z • 1/4' DI0. SELF DRIWNG SCREWS METAL N I 3/4• (GRACE 5 CRS) • V '' �i ti • • •• • aE O.t 0 nL • R IF (Q� !- 5 • !••••• j O f �ztog IZII iA f d ••••oe • I� m • • • •••••• • • • V) TYPICAi. ANCHORS: • • • ANCHOR TYPES I SUBSTRATE MINBED. I *N. MGE DISK 1/4' DIA ULTRACONS BY •ELCO' CONCRETE 1-3rf• •2-1/2" • (Fw177 KSI, Fy=155 KSI) • 1/4' DI0. SELF DRIWNG SCREWS METAL 1/8' I 3/4• (GRACE 5 CRS) rl • w 6c (n • Ron m V3 r'1 • � u0 � Z z �� CONCRETE - f•c - 3000 PSI MIN. j Z METAL = 1/8" MIN. THK. STEEL Fy = 3fi KSI MIN. i Q C) 1p o w 1/8' MIN. THK ALUMINUM (6063-T5 MIN.) W m r ANCHORS MAY BE HEX OR FLAT HEAD. -�- ALL CUPS S AND ANGLES TO FR SNUG INTO TUBE MULLIONS. V I I CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY i0 BE PROtCTEU WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR Im' WATER -WHITE METHACRYLATE LACQUER. Flo a PRODUCT REVISED //S ....= ing ttl+ M• Florida r-` �a Buildiode NOA-No. 17-1218.14 Expiration Date 10t2312019 ��(� ATE OF ;�Q4�dB�) drawing no. �o ._•°R°P:�Saa/I M14-01 TYPICAL ANCHORS 2 PER CUP 11 ON EACH v� #14 SMSY 1-3/4" O.C. MIN. �L 4 PER CUP zl al ANCHORS TYPE 'B2' TYPICAL ANCHORS PER ANGLE \�\ m a I}I I I I j [FLOATING CLIP I I I i SNUG FIT INSIDE MULL U L j #14 SMS 1-3/4" C.C. MIN. 'II 2 PER ANGLE Il r TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING\ '. x' -X\4 \ \�\ �l I B 11 11 P 4 LFLOATINc cup 1 SNUG Fr INSIDE MULL I i #14 SMS J/ I 1 #14 SMS 1-3/4' O.C. MIN. 1-3/4' C.C. MIN. 4 PER CLIP 2 PER ANGLE NCHORS TYPE 'B4a' TYPICAL Ai 2 PER X 2 X 1/8" JM ANGLE fTLYEO 2 X 2 x 1/8' ALUM ANGLE v Z 4 m m / o Aw a N Q Ii O C t. p O • � VHF ••• �viH IL • • • '�' OC K M o • • • • 00 Dap<w 000:0• 1• QwZLL eNi • V tGG _ 0000 •• Z. • •00• •• • • •0.00• • Ci • 00 •• '•• • J � • Z 0000•• o vi N J TYPICAL ANCHORS: • • • • w • Z F a ANCHOR TYPES SUBSTRATE MItJ•EMBED. IN. EDGE DIST. Cn W r 1/4' DW. ULTRACONS 81 'ELCO' MASONRY X3/4"• 10 W % C • • (Fu=177 KSI, Fy-155 KSI) I WOOD 1-717*1" �� m •• 111 • 3; N Q O WOOD - 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. j O J MASONRY - C-90 HOLLOW/FILLED BLOCK f'm - 2000 PSI MIN_ _Z z 3 m 161' OR 2BY WOOD BUCKS NOT BY ECO WINDOW Imo' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I Q O p J THEM TO BUILDING STRUCTURE. W g W 1 ANCHORS MAY BE HEX OR FLAT HEAD. LiO PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.14 Expimflon oa - 0/23/2019 By / Mia.' product Control A70692 ! I OF (y�� drawing na. �VV4 �)ppw(�n] �♦ \/�r711j11t�� s� heel 7 of g z TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) \\\\A\\\\iC #14 SMS 1-3/4'O.C. MIN. b PER CUP VCHORS TYPE `B4b' TYPICAL ANCHORS 2 PER ANGLE I I � I I ii RATING CUP j 1 VUG FR INSIDE MULL V 114 SMS j 1-3/4" O.C. MIN. I 3 PER ANGLE PFO UC'1 REVISED 7 2 as complying with the Florida _ a Building Code I- - I a o u NOA-No. 17-1215.14 IJP g_ '0 Expiration Date 10/23J2079\® 7E OF�X j dfawir.g no. oR:o`:�Cae. 4114-01 � LV Wl Z n 0 m z F4t ��LOC\ Q:Op,,o W00E O W LL • • �n 2 X 2 X 1/B` 0000••�g • Z O N ALUM ANCLE • • • • • • S p � n LL z 1 m 0090 • • • '0 yzd f Q H, ••000• • 9••••9 • • • tl G7 O LD o TYPICAL ANCHORS: I ` R ANCHOR TYPES 1/4" DIA. ULTRACONS BY 'ELCO' IMIN. E;ED. WN. EDGE DISI. Ij �� 0 MASONRY 1-3/40 2.1/2` (F,-IT7 KSI, FY -155 KS() 1' WOOD -1/2-10 Din WOOD = 29Y WOOL BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. Z MASONRY = C -SO HOLLOW/ FILLED BLOCK V. - 2000 PSI MIN. m BY OR 2SY WOOD BUCKS NOT MUST SUSTAIN LOADS IMPOSED BY ECO WINDOW BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. I PFO UC'1 REVISED 7 2 as complying with the Florida _ a Building Code I- - I a o u NOA-No. 17-1215.14 IJP g_ '0 Expiration Date 10/23J2079\® 7E OF�X j dfawir.g no. oR:o`:�Cae. 4114-01 #14 SMS SEE CHART FOR QUANTITIES X114 FH SMS 2/ SIDE 1/8' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOW' TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY MULLION TU13E MULLION #14 Fit SMS -1-1/2. O.C. MIN. ACCESS HOLE SEE CHART FOR OUANRDES 1 -_--- ---_- ------ ----- --r' -1 1 -_ ' -1I Jfj/ I I I I 1 THIS SCREW CAN BE I / 1 INSTALLED IN EITHER I i 21PER CUP4 FH S j I DIRECTK)N 1 i 1' O.C. MIN. I I 1-3/4' % 2' X 1/8' (FOR 28Y TUBE) 3/4' X 2' X 1/8' FOR (iBY TUBE), ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL 41 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. = MIN. EDGE OIS.!MIN. CL TO CL SPACING ALUMINUM 5/B' 1/2 - ANCHOR NO. OF CHART SCREWS TYP TYPE A4 3 TYPE A6 PRODUCT REVISED mas complying with the Florida 1c; "y de NOA-No. 17-1218.14 Expira!ior. Date 10/2312019 MI.- a rodoct Control g4i drawing no. M14-01 j MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building .0 mg the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I. PFROVAL DOCirn1FNT_ -12 titled "Eco-Guard oriz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be groyjjed• tq the uie r by t•.he manufacturer or its distributors and shall be available for inspection at the job site aCthl;.*gAest Qf Q e;Building Official. This NOA renews NOA# 17-1102.23 and consists of this* je I and1,!d1nd1agjs.E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. _ .. ... . . ... :. . • ; . NOA No. 18-1220.07 MIAMI-DARE COUNTY • • • • Expira Ion Date: May 27, 2024 j J q Approval Date: January 24, 2019 Ii�O j ( ... ••. Page 1 • • • • • • • • • • • • • • • • • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA#14-031 7. 01) 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NDA #09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/1 x/99. jsjg4e4 artd sj4d ty Candido F. Font, ........ P.E. .. .... . . ......... . (Submitted under NOA#09-0312.08) • • • • •; • • • • .. ... . . . ... Manuel Pre P.E. :Propuct Contro Ex iner NOA No. 1 -1220.07 ` "• EiDirat%n Date: May 27, 2024 Approval Date: January24, 2019 . . . . . . . . . . . 0*0 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) . ... ..... . Manuef Per .E. •" ':' .'. .'. irnod'ueiControlam' er • : ' • : : : NOA No. 18 0.07 •' :' : • • ' •' Expiration:15ate: May 27, 2024 Approval Date: January 24, 2019 E-2 .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 07/08/15, complying with FBC 6th Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on _-01/04/18. F. STATEMENTS G. 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 12, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 09/03/15 and expiring on 05/27/19. .0 I'll: • • . . • . •• so 0000.... 0..0000 .0 • 0 . •• . 0000... 04. Manuel Per , P. . •�• �:� .�. .•. •PwolictControl E amin r • • • :NOA No. 18- .07 • • • • • • • Expiration bate: May 27, 2024 Approval Date: January 24, 2019 E-3 0000 0000... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 2. None. G. OTHERS 1. Notice of Acceptance No. 17-1102.23, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 01/11/18 and expiring on 05/27/19. ..... . . . . . .. . .. . . .... . .. ... .. . ... Manuel Perez .E. • • • • • • • • • • • • • NAM Control Exa Ine • • • • :NOA No. 18-12 7 • • • • • • • • Expir0 a bate: May 27, 2024 Approval Date: January 24, 2019 E-4 .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 3 1/2" MAX. HEAD/SILL CORNERS WINDOW WIDTH 4" 3 �T1 1/8" HEAT STREN'D. GLASS 090" Interlayer \ _—�T^'G 1 T 11 II II 11 I I II II I I II II e 3 a DOW CORNING 899 FALSE MUNTINS 31 1/4' — 32 3/4' (SURFACE APPLIED) D.L OPG. D.L. OPG, MAY BE USED 35 3/8" VENT WIDTH THESE WINDOWS ARE RATED FOR LARGGh�S►dBll MIS_ SMILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8" HEAT STREN'D. GLASS 090` Interlayer Troslfol PVB J By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLAD SILICONE DOW CORNING 89 C GE SCS 2000 Z tm� m �I i I I 23 10 AT 1/4 POINTS ON UTES 29 WIDER THAN 36' ONLY GLASS TYPE 'A' 777• (2) ANCHORS AT MTC_ STILE ENDS TYP. WINDOW WIDTH4) ANCHORS REQD. FOR SIZES AND LOADS M ED WITH '•' ON SHEET 2 ONLY 70 5/8' MAX. 4' y m w 3 1/2' MAX. 3 NERD/SILL HEAD/SILL A CORNERS m CORNERS �a I I' �1 • • I I I 1 4 li %/ it D li %/ it %/'� 0000•• ns n i n=-�T-=11c_4 =__ji Tit_= L 0000•• r -� - --r --T - 11 I I I 1 3 II II 11 II 0000 �i it �i it 0000•• B • • 3 • • • • � 0000•• 'r 1/8" HEAT STREN'D. GLASS 090" Interlayer \ SentryGlas By 'Kumray America, Inc.' 1/B' HEAT STREN'D. GLASS SILICONE a DOW CORNING 899 GE SCS 2000 z m 5 2 i rn J 23 �10 1/4 POINTS ON LfTES AT 29 WIDER THAN 36" ONLY FALSE MUNDNS / 32 3/4' I 32 (SU RFMAY BEP SEED D.L OAC. D.L 36 7/8" I'a-MAD-FY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8' HEAT STREWD. GLASS 5TSDW 16' AIR SPACE 'D. GLASS emerica, Inc' STREN'0. GL S.SARDINAL XL DGE SPACER T. STEEL SILICONE DOW 899 VV_vVtli�L Gf�l —c.v U=l H0B ONTAL ROLLINGww;on • • - • DESIGN LOADGS FOR THESE WINDOWS TO BE AS PER CHARTS S pW�ON SHEETS 2. AP AL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 113Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARD`. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY t m Z �n CIE qg of 4n O�O`'o A 2 AND TO BE REVIEWED BY BUILDING OFFICIAL L11111J111 gym rRouUC'T lYaG` rn c `P� AH 3 m' 18 1 V.02� ,: uceNSF ••. — vv''LLj70592 _ t e: a Pfbanic t ;O - s $` theF:c,ld: SETTING BLOCKS AT 29 AT 1/4 POINTS IAM. GLASS AND INSUL GLASS Fxpirlecn fate os�z�lq �®' A OF � !(y/�� drawing no. ALL S2E5 NOTCH GLAZING BEAD NEG TO CLEAR BLOCKS Ely�� Chao �i LDL;••• (y�. W09-12 GLASS TYPL `C' rtemin l c; rol �is6S/OALe1 �L�� •••••0• • • 0000•• 0000• 0000•• • 0000•• •0000• A - NO. OF ANCHORS PER HEAD & SILL () N0. / OF -AN * ER JAMB MAX. L/ *MAX. LOAD FOR THESE SIZES IS -90.0 PSF - WWW7 ANCHORS A . TILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) DIMS. (1/2W') W/0 REINF. WITH REINF. A GLASS TYPE GIA S9 TYPE GLASS TYPE 'A' 'B' 'C' EXT.(+) INr.(-) DR.(+) INT.(-) H74"�SOW I HEIGHT 74" 106-1/C 111' 26"4 (3) 4 70.0 80.0 80.0 90.0 70.0 80.0 70.0 80.0 80.0 90.0 70.0 80.0 B 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37' 53-1/8" 74" 38-3/8" (4) 4 70.0 80.0 1 80.0 90.0 70.0 80.0 4 70.0 80.0 1 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37' 53-1/8' 74" 50-5/8' (5) 4 70.0 1 80.0 80.0 90.0 70.0 80.0 4 70.0 1 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.090.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74' 63" (6) 4 70.0 60.0 80.0 90.0 70.0 80.0 4 68.9 77.5 80.0 90.0 70.0 80.0 6 170.0 70.0 1 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 70.0 80.0 24" 36" 48" 60' 72" 23" () 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 35" 48" 60" 72" 34) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 36" 48" 60" 72' 45) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 24 36" 48' 60' 72' �6) 60.0 80.0 90.0 70.0 80.0 80.0 80.0 90.0 70.0 80.0 70.0 .800 90.0 70.0 W87001.0 80.0 70.0 80.0 90.0 70.0 80.0 70.0 80.0 1 87.6 1 70.0 1 80.0 A - NO. OF ANCHORS PER HEAD & SILL () N0. / OF -AN * ER JAMB MAX. L/ *MAX. LOAD FOR THESE SIZES IS -90.0 PSF - WWW7 ANCHORS A . TILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' A = NO. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. (1/2W') W/O REWF. WITH RELNF, A GLASS TYPE GLASS TYPE GLASS TYPE 'A' 'B' 'C' EXT .(+) INT.(-) EXT.(+) INT.(-) EXT-(+) INT.(-) WIDTH I HEIGHT 74" 106-1/C 111' 26, (3) 9 70.0 1 80.0 80.0 90.0 70.0 80.0 12 70.0 1 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4' 111" 38-3/8" (4) 9 70.0 BO.0 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0. 110.O 12 - - 80.0 90.0 1410 00.0 74" 50-5/8" (5) 9 70.0 80.080.0 90.0 •VQOf • •0.0 74" 63" (e) 9 70.0 70.0 80.0 90.0 • • 70.0 • 80.0 72" 84" 96" 108" 24" (3) 9 70.0 130.0 80.0 90.0 70.0 90.0 9 70.0 80.0 80.0 90.0 7 .0 80.0 12 70.0 60.0 80.0 90.0 OVACD 0 60.0 12 70.0 80.0 80.0 90.0 LF k TO.0 72" 84" 96" 108" 36" (4) 9 70.0 80.0 60.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 .0 12 70.0 80.0 80.0 90.0 70.0 X0.0 - - 80.0 90.0 70.0 80.0 72" 84" 96" (5) 9 70.0 80.0 80.0 90.0 70.(b &0.0 9 70.0 70.0 80.0 90.0 •19.0 90.0 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 80' (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX" NOTE: GLASS CAPACITIES ON THIS SHEET ARE R^NRY.Wti BASED ON ASTM E1300-09 (3 SEC. GUSTS) v f19 cbs elnrttAa AND FLORIDA BUILDING COMMISSION 1 %2 0, DECLARATORY STATEMENT DCA05-DEC-219 �2 NAtuunL1117 E:NSF ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE auildiru=_n e FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL A<r.:p;ance M 14-1)0 •23 F..xpimm. i:iva ayfy %O ATE OF FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL.M�>m1iDulk<Pro x�Lg AL to 4,u J I • , o Wo O- n JE Zb J S C) o0 U w � Wm�� drawing no. W09-12 (1/4W') (1/2W') (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX" NOTE: GLASS CAPACITIES ON THIS SHEET ARE R^NRY.Wti BASED ON ASTM E1300-09 (3 SEC. GUSTS) v f19 cbs elnrttAa AND FLORIDA BUILDING COMMISSION 1 %2 0, DECLARATORY STATEMENT DCA05-DEC-219 �2 NAtuunL1117 E:NSF ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE auildiru=_n e FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL A<r.:p;ance M 14-1)0 •23 F..xpimm. i:iva ayfy %O ATE OF FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL.M�>m1iDulk<Pro x�Lg AL to 4,u J I • , o Wo O- n JE Zb J S C) o0 U w � Wm�� drawing no. W09-12 NPr- ANCHORS METAL STRUCTURE MIAMI-DADE COUNTY APPROVED MULLION k MUWON ANCHORS SEE SEPARATE NOA w N TYPICAL ANCHORS 'TYPICAL ANCHORS SEE ELF/. SEE ELEV. FOR SPACING FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH(WITH AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALS JOINT SEALER. • TYPICAL ANCHORS • • • • • • SEE ELEV. 0000 FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOf"-&t A'DW. MUST SUSTAIN LOADS IMPOSED BY GLAZINC•SYSTrnt AND TRANSFE THEM STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPRING 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSIIDFy-155•(51) INTO 2BY WOOD BUCKS OR WOOD STRUCTA" • 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 18Y BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CR lT�TO MIAMI -DADS COUNTY APPROVED MU OR INTO METAL STRUCTURES HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WRH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. ``\`Ytt�11111 I!/!//77j 7ZfiiFllc: 3«.�i"s$SMP'.✓ :� )p;...��SF .70592 PRODUCT REVISED " complying wits the Plaid. = B.ildmg Code Acceptance No OT.i•3 ExPiretinr. Dote - •'. TATE OF 11 Ninmt Dc; Prodacl Control /T oMAL t�CY��`` to 4.V arowing no. W09-12 1/+" MAX. �v w SHIMS 1/4 MAX N © O O 1 O a SHIM 5 WOOD BUCKS Z aro # ••p 21 B 7 0 -MR A a TYPICAL ANCHORS TYPICAL ANCHORS 17 v.. SEE ELEV, f f SEEV,j. v. FOR SPACING • �e-, n FOR SPACING - - - --- 5 •�t A v • IL n • a_ _ a 0000•• moa 8 SCREEN OPT. ez �Q w 20 7 5t�i • • • C Fi 8 17 4 STEEL REINFORCING 17 12 METAL AS READ. v' 00:09: • L O F STRUCTURE SEE SHEET 2 FOR CAPACITY • Q� WINDOW WIDTH • • • • C� XO LAYOUT • • • • • • N 1/4" MAX. • A • .� VENT WIDTH VENT WIDTH SHIMS • • • # m SHIM O D.L. OPG. O D.l. OPG. 1 gY • • • • n WOOD BUCKS • ul • 2 C B D 7 ti N W TYPICAL ANCHORS ?- Of 17 v ' SEE ELF/. U F- t m FOR SPACING m a 1 /2" 25 ---- ---_ g 3om t" ry ° -- - Z3_ m O 17 0 m N _. _ ___-SCREEN OPT _____ -SCREEN ------- ____ C) � 2D 7 m k' v w B 12 17 D + 11 12 D.L OPG. STEEL REINFORCING IS REOD. . SEE SHEET 2 FOR CAPACITY ° v EXTERIOR WINDOW WIDTH TYPICAL ANCHORS XOX LAYOUT 4 - SEE ELEV. 4 0 FOR SPACING m a� MIAMI-DADE COUNTY APPROVED MULLION TYPICAL ANCHORS `Rd3izr'T' PSP'TE'SYf SEE SEPARATE NOA SEE ELEV. FOR SPACING es v", -,k yi,i; "Z?b tA:-Flm" aar lS l2?0;07 N° m " 2ut.1,24 rs r. - __ � 9�.••�ENy�(-... •s 8 PR0DIIc R6VI �D = No 70582 SCREEN OPT. • p1Yin171-0 'ih xh, - - t building Code � �� o u Arw-otaixo i1i t.13 �f� Eayiimion CrnaJ3-� Z�� ATE OF '��/; drawing no. Tay STy�n Zj'1__—�__—g 'i� • .ORIDP.:'�y\ W09-1 Z WINDOW WIDTH WINDOW WIDTH NIL Duk Comcot ' �7YiY O�AL C\a\� ` sheet 4 of 7 0000•• • • •••••• • 0 • 0 • 00.00 • • • • • • • 0000•• 0000•• TYPICAL ANCHORS SEE ELEV. > FOR SPACING I AO 8 ALT. TYPICAL ANCHORSEV SEE EL. FOR SPACING I-DADE COUNTY APPROVED ]ON & MULLION ANCHORS SEPARATE NOA EDGE 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING n rn w a TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER O ALT. 0000•• • • • • • • • 0000 • • •00• •0.00• ••0••• • • • • • •• • � o • I • d• • m • W• n L O o 7 0 00 0 00 8 ILI . y': ;irppS (ie Ahgy 2 Cep b24- ... 24' �GE1d8F o j — PRODUCIREVISED NO. om a 'T .—PI yri Bia,dng Ccadc � '. g= .Asceptm,c r,n -Ao ��_ Expirelius 0al as I 11 19 TE OF �(/� Browing no. BY_si__g_�_/Ig ZhaoZ�laO '/ii es �C=�� W09-12 MianDede And:.rtOmlrol ///////�},i. 1��`` sheet 5 of 7 0000•• • 0000•• 0000• 0000• 0000•• • • • 0000•• 0000•• ALT. I B .p v , v I-DADE COUNTY APPROVED ]ON & MULLION ANCHORS SEPARATE NOA EDGE 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING n rn w a TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER O ALT. 0000•• • • • • • • • 0000 • • •00• •0.00• ••0••• • • • • • •• • � o • I • d• • m • W• n L O o 7 0 00 0 00 8 ILI . y': ;irppS (ie Ahgy 2 Cep b24- ... 24' �GE1d8F o j — PRODUCIREVISED NO. om a 'T .—PI yri Bia,dng Ccadc � '. g= .Asceptm,c r,n -Ao ��_ Expirelius 0al as I 11 19 TE OF �(/� Browing no. BY_si__g_�_/Ig ZhaoZ�laO '/ii es �C=�� W09-12 MianDede And:.rtOmlrol ///////�},i. 1��`` sheet 5 of 7 0000•• • 0000•• 0000• 0000• 0000•• • • • 0000•• 0000•• F-2,750 1.067 ITEM 1 PART F FY201 QUANTITY 1 DESCRIPTION MATERIAL FRAME HEAD 6063-T6 MANP./SUPPLIER/REMARK4 - 4 U l� w N .813 .2140 1.140 -F----1.610 HEAD '500 1.718 .7115 1.434 [.,..2 •873 O9 VENT TOP BOTTOM RAIL � 3/1g' 1. �--^j I I �� ® - 12 11 STEEL REINFORCING 519 130 .719 3 045 .803 E=_�j 1.047 2 3 4 5 6 7 B 9 10 10A 11 12 14 15 FY202 FY203 FY2p5 FY101 FYI04 FY105 FY206 FY! FY108 FY110 - - FY204 FY206 FY209 1 1 AS READ. AS READ. 1/ VENT 1/ VENT 1/ VENT 2/ VENT AS READ. AS REQD. AS REQD. AS REDD. AS RTEQD. 4/ VENT 2/ VENT FRAME SILL 6063-TB SILL TRACK INSERT 6063-T6 MOV. FRAME JAMB 6063-T6 FIXED FRAME JAMB 6063-T6 FIXED MFG. RAIL 6063-T6 VENT INTERLOCK 6063-T6 JAMB STILE 6063-T6 TOP AND BOTTOM RAIL 6063-TB GLAZING BEAD (LAM GLASS) 6063-T6 GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 REINFORCING BAR STEEL REINFORCING BAR STEEL ADD-ON SILL RISER 6063-T6 ROLLER HOUSING B GUIDE CELCON ROLLER BRASS - - - - - - -• • • - - • - - • • • •13 USE R QD. •y1.��FRAME _.11 - •••••• } a O3.249 O a H Q Z O LL V Da CQ C O�� Jpm7 Q z d 2.095 7.250-T 2.246 1.140-p-1.610 219 .062 10 GLAZING BEADS ® 16 17 FY210 #8 X 1' 2/ VENT AS REQD. ROLLER PIN ST. STEEL FRAME/VENT ASSEMBLY SCREWS CRS • • • f P.H. SMS -i" N 1 344 BO JAMB STILE .813 7.876 F--2.750 O 1.058 078 FRAME SILL 2501 .5 10 18 19 20 21 22 23 24 25 2fi 27 28 29 is X 3' W23181 Q300TI90 E207 E203 FIB-50 SL203P 08 X 1/8' WA2L - FY120 2/ VENT AS REQD. AS REQD, AS REQD. AS REQD. AS REQD. 2/ VENT 2/ LATCH 2/ WDW. 1/ VENT - L2/ LITE FIX. RAIL SILL SCREWS (SILL END) CRS FIN SEAL W STRIPPING - BULB SEAL Q-LOM BULB SEAL SANTOPRENE GLAZING BEAD BULB SANTOPRENE GLASS SPACER SILICONE SWEEP LATCH LATCH INST. SCREW ST. STEEL WEEP VALVE - 5/16' BOX SCREEN - FLUSH FRAME ADAPTER 6063-Ts SETTING BLOCK EPOM P.H. SATS ULTRAIAB • SCHLWEL• ULTRATAB; b•ROIETER 6515 ULTRAS RO R 651 FRANK LOWS SULLNAN k ASSOC. OH SMS PREFERRED ENG. PRODUCTS OPTIONAL OPTIONAL DUROMETER 8015 SHORE A v U rn 1 m L71 W N N Q 3O L r7 rn K: o o 00 N Z IL,. 3 Z ri n W 00 mW 2.063 1.250 T 1 140 1.340 .062 4---1.344 Oi MEETING RAIL 1.422 1.202 .062 1.314 .250 .340 .312 0 0 {Eq a o 375 O3 SILL TRACK g FIXED MIG. RAIL O .500 1.187--I .750 A.OpUC'T REN3WWl:a a.=am1:•S:i:`;T svbtfo iL*e P'[cY. o °= 2.750 .062 2.812 .062 2.012 2.750 gg77 Ysrl��:.�':. +, iLex,•+-..� \��P�P`®1 ��+''•� " ` cENS c L 1.688 5O FIXED FRAME JAMB .082 -r .500 r .769 2.611 28 O FLUSH FRAME ADAPTER I'KOUlJt,: REVISED = us o�mPiyin6:rrta ripe floridn = Building �ndc Accept: n wn Bxpnatio Uste Cil s- 4 9 AA-D.&Pend aC.pwl y'f •: {j = `. �� OF �ly�` •. S '• vP••` / q�7 I �� ``` 1111111 v 3 u drawing no. .I �1 1'109- I L II 1.687 O4 MOV. FRAME JAMB sheet of 7 0 u w g� O q 3 y/ Z I ~$ ?Na 8 � . 0idil 0000atm • 0 0000•• Qi • • • • i • :00:0: • • • 3c N FRAME TOP CORNER • • • m • • • • to • • VENT TOP/BOTTOM CORNERS }�} �!1 FL n g 3 sM 3z- o Q C'4- v U � 0 O G G O fiaxx�cr taeyc., � m Ali ,tenni Wxv� °x'.utw.y C. �\ �P^.w.'•• TiAME BOTTOM CORNER — i'RODUCI R VISrtl S 3 as mirp?yitrp, with the£l.i'N 7�,8 iAd,dmg Acccptnnce No l7oi.23 i S rra!i. Oue L-- �0 ••• OF 66/� drawing no. �s1z�"w 01 OF lot. see** W09-12 FlXED NTG RNL CORNER ssa,�� '�. � /s� / 1VAL {�`;\`\ sheet 7 of 7 • 0000 0000 0000• • •.••• • 0000• • PM MIAMI•DADE MIAMI-DADE COUNTY •04WAULU PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI WINDOWS and DOORS, INC. 10100 NW 25 Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, ON: Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I. AIT"VA--I—DB rawmg o. W10-31 Rev O, titled Series "150 entme ummum iding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & sill riser and the max allowable panels for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall controls for the entire assembly. For Doors w/ corners, see limitation note 4, below. 3. Max shim not to exceed V2" at Head/jambs &'/z" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. 4. Units containing 90° & 13 50 exterior corners must be limited to Max Dp= +/-60 PSF. See sheet 22 for anchor layout. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion cif le:NJA i0 dislrrayed, then it shall be done in its entirety. • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manutacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-1011.18 and consists of this page 1 and ev�ence:agec+E,-1, F�2�i$ 3, as well as approval document mentioned above. . . . The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. • • • • NOA No. 17-1218.20 • + : )bixpiraL'on Date ;September 22, 2020 • + + + 1p&val Aate: April 12, 2018 + .. .. + . + .. .. Pagel CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked—up drawings and installation diagram of 8 -panel, Alum SGD w/ Pockets & 135° and 90° corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E.(submitted under file #15- 0619.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of 6 -panels Alum SGD w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. CTLA -3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by l 4,41 Patel,.P. t. • •• along with marked—up drawings and installation diagram of a Suits Z3 $ 4*1•i0minum Fixed Flange Frame Window with Vent to qualify DuPont `Butacitel?47V$ #*nfor:a�Q?,, Dutar1® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/PWI 6C signed & sealed bysh Patel, P. E. .. .. 4 ., �.1.. •�. ftq I. Chanda, P.E. PPoduet Control Examiner NOA No. 17-1218.20 • v Expiration.Date; September 22, 2020 • • • approval bate: April 12 , 2018 . . . . . . . . . . E-1 .. .. .. .. ... . . . ... . . CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. 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, TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208490, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12-0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—C0733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #13-1121.08 /#12-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 5" Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300- 09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 51h Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. .. ... . . . . . .. 3. Lab Compliance statement, part of above refereneA test jipQri . . .. ... .. . . . .. • 14iaq I. Chanda, P.E. ' • • Produ&.Control Examiner INOA No. 17-1218.20 Expiration Date: September 22, 2020 •ApqovaWate: April 12 , 2018 E-2 ... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA # 15-0619.06, expiring on Sep. 22, 2020. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6t" edition) and No Financial interest, prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. r .. .. .. G. OTHER• • • • ......... . 1. This NOA revises NOA # 17-1011.18, expiring 09f22/4240* •: ..' • • I4q I. Chanda, P.E. • • ProduolControl Examiner • ItOA No. 17-1218.20 Expiration Date: September 22, 2020 •Approvali)ate: April 12 , 2018 E-3 ... . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE h USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 LL �s c FOR THE GLASS TYPE AND REINFORCING TO USE. STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION �Ct•d` 1 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 0 top 1 IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. • 0000• • 0000 ft0n1jC rxrEvwm u aaoplyye wily tYe Flri4 hmdinR CMe AaeptIII. ee No Z fZ( '•'2_V ENIAI- Mlhre • Utt�..,.- ilr+Co••e1 • • • A C•••� • — n O o s SO' C � 0 Q 3 NM I O i -0 3 3 C, o ° U��W 1' = i e LAMINATED GLASS AND o LAMINATED INSULATING GLASS - LARGE/SMALL MISSILE IMPACT 2 `\``1111111111/j o •f MAR 0 5 2018 Q •'•. VSTA#OF (y. drowing no. Lk!tjZmm, h Q� Zry fl LL �s c • 0 • • 0: O N`Irl L N • �Ct•d` 1 0 top 1 •0000 .... a0 R pyo: • .... z • • Q W z LL b 0000 � WtS • of 0s • • a W 11 2 • • 0000• • 0000 ft0n1jC rxrEvwm u aaoplyye wily tYe Flri4 hmdinR CMe AaeptIII. ee No Z fZ( '•'2_V ENIAI- Mlhre • Utt�..,.- ilr+Co••e1 • • • A C•••� • — n O o s SO' C � 0 Q 3 NM I O i -0 3 3 C, o ° U��W 1' = i e LAMINATED GLASS AND o LAMINATED INSULATING GLASS - LARGE/SMALL MISSILE IMPACT 2 `\``1111111111/j o •f MAR 0 5 2018 Q •'•. VSTA#OF (y. drowing no. n 1 13/16" FALSE MUNTIN MIN. OPTIONAL a Z m 3 TRACK JAMB ANCHORS 6' 3" (8) ANCHORS TYP _ CLUSTER SHOWN f f O U 1 I I p __ 14" 3 TRACK Z • C 3 PANEL WIDTH MAX. HEAD ANCHORS �+ 9 (6) ANCHORS REINFORCING 282 13/16' MAX. Q w 2 N a CLUSTER SHOWN DOOR FRAME WIDTH m 11 HEAD ANCHORS 14" MAX. 30 ` 0 ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL • C m N 48 1/8" AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 • • • • • D t • • • NOM. PANEL WIDTH AT 3" O.C. 6" MAX. • • • SEE CHART ON SHEET 15 HEAD/SILL • • • • • • G t rn r • FOR CAPACITY CORNERS • P 0 W'1 A C _ E _ _ ••s••• ••• aOEM • i• I • C,1-0 ro n SILL TYPE 82 ANCHORS 48 1/8" POCKET'JAMB (SEE 5HEET 6, 8, 11 rlr 2, 3 OR 4 PAIRS--/ AT STILE ENDS INTO CONC. 48 1/8" PANEL WIDTH h DETAIL M ON POCKET JAMB ANCHORS (6) ANCHORS REINFORCING PANEL WIDTH SHEET 23) (SEE SHEET 23 FOR CLUSTER SHOWN SEE CHART ON SHEET 15 TVP. INSTALLATION) FOR CAPACITY AT INTERLOCKS �I OPTIONAL +RODUC f REVFSM G ii H H j, J 3 TRACK s csawlyms wil6 the FW W SESHEET 13 M SILL ANCHORS W6nee Nn 17-721 -ZU Espin•r Gate_ II I((I � _D.. -- F FOR CAPACITY 1111 ---- --. _- -_ II III — v>•oiaoffodw r 2 1/8'1 x OPG!I� 42 1/B" .Li.L. --=T====T=== 2 POINT SINGLE LOCK D.L. OPG. a x O ii j ii j SEE SHEET 24 FOR DESCRIPTION -11 II I� I� �I B D F x ro n (1) WEEP CLUSTER (2) WEEP CLUSTER (2) NEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CUMER (2) NEEP CLUSTER (1) WEEP CLUSTER TYPICAL ELEVATION TESTED UNIT MAR j D.L. OPENING 17AI1 0 5 g010 f% DLO HEIGHT = DOOR FRAME HEIGHT - 9 11/16" L U D.L.O. WIDTH = NOM. PANEL WIDTH - 6" PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" \i SILL TYPE 82 ANCHORS 48 1/8" POCKET'JAMB (SEE 5HEET 6, 8, 11 rlr 2, 3 OR 4 PAIRS--/ AT STILE ENDS INTO CONC. 48 1/8" PANEL WIDTH h DETAIL M ON POCKET JAMB ANCHORS (6) ANCHORS AT 3" O.C. PANEL WIDTH SHEET 23) (SEE SHEET 23 FOR CLUSTER SHOWN SEE CHART ON SHEET 15 TVP. INSTALLATION) FOR CAPACITY +RODUC f REVFSM 3 TRACK s csawlyms wil6 the FW W MAX. TYP SILL ANCHORS W6nee Nn 17-721 -ZU Espin•r Gate_ II I((I � _D.. -- F II --- 1111 ---- --. _- -_ II III — v>•oiaoffodw (1) WEEP CLUSTER (2) WEEP CLUSTER (2) NEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CUMER (2) NEEP CLUSTER (1) WEEP CLUSTER TYPICAL ELEVATION TESTED UNIT MAR j D.L. OPENING 17AI1 0 5 g010 f% DLO HEIGHT = DOOR FRAME HEIGHT - 9 11/16" L U D.L.O. WIDTH = NOM. PANEL WIDTH - 6" PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" \i 1 13/16' MIN. mW f 2 TRACK < Z JAMB ANCHORS '� ' OU � z M � FALSE MUNTIN OPTIONAL SEE SHEETS 17, 19 & 21 FOR FIX. PANEL ATTACHMENT (B) 6.� .� CLUSTER SHOWN ANCHORS NP. 190 9/16' MAX. )OR FRAME WIDTH HEAD ANCHORS14" MAX. 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 6 AT 3' O.C. HE SEE CHART ON SHEET 15 FOR CAPACITY CI ANCHORS IN PAIRS c3 M 0 AT HEAD/SILL/JAMBS III � 190 9/16' MAX. )OR FRAME WIDTH HEAD ANCHORS14" MAX. 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 6 AT 3' O.C. HE SEE CHART ON SHEET 15 FOR CAPACITY CI SILL TYPE \B2ANCHORS 48 1/8' 2, 3 OR 4 PAIRS 48 1/8' L AT STILE ENDS PANEL WIDTH PANEWIDTH AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY 3" (6) A Yp. CLUSTER III g, c3 M 0 li it III � a I1 Aettl�laocr ltio� , 71 kaF lierr� I�M G � S � REINFORCING � OO."., n U G 1 — T -- T H J 1 IB. g. B. AT INTERLOCKS OPTIONAL SHEET 13 FOR CAP13 ACITY *Soo SII ' (2) Yvn WJM (2) IFD QYS FF ) Y® OLS FR M x o II II II 2 POINT SINGLE LOCK SEE SHEET 24 FOR DESCRIPTION TYPICAL 42 1/8" 42 1/8' D.L. OPG. D.L. OPG. m W o J �I I� • • V •• i•••• • I I i� II Z V S . • • •• • • I • o •••• W SILL TYPE \B2ANCHORS 48 1/8' 2, 3 OR 4 PAIRS 48 1/8' L AT STILE ENDS PANEL WIDTH PANEWIDTH AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY 3" (6) A Yp. CLUSTER III g, c3 M 0 li it III � a I1 Aettl�laocr ltio� , 71 kaF lierr� I�M G � S � • • � OO."., n U ••••• •L IS W• o IB. g. B. S.t� 1�or ..... icoRlop. *Soo SII • (2) Yvn WJM (2) IFD QYS FF ) Y® OLS FR Dyyt (TESTED UNIT) r< • TYPICAL ELEVATION �O �Y J.ui?�2 • • OI�iDO o m REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. 2 TRACK HEAD ANCHORS POCKET JAMB ANCHORS 2 TRACK SILL ANCHORS �� IN c3 M 0 "-ft-9 YW.d. t, !aef6,iY � a MAR 0 5 201$Al Aettl�laocr ltio� , 71 kaF lierr� • G � S � • • � OO."., n U ••••• •L IS W• o � w LL Q; O R0 tom, S.t� 1�or ..... icoRlop. *Soo V03 • �R20i C Dyyt •••w r< • ¢z (11 LL WIR •• • �O �Y J.ui?�2 • • OI�iDO o m POCKET JAMB ANCHORS 2 TRACK SILL ANCHORS iPRODUCII2E'y{� �� IN c3 M 0 "-ft-9 YW.d. t, !aef6,iY � MAR 0 5 201$Al Aettl�laocr ltio� , 71 kaF lierr� G � S � • • � OO."., n U ••••• •L IS W• o � w LL Q; O R0 tom, S.t� 1�or ..... icoRlop. *Soo V03 • �R20i C Dyyt •••w r< • ¢z (11 LL WIR • J.ui?�2 • • \ W CMI f r • • V •• i•••• • M S . • • •• • • I • o •••• W z t0 N � ~ � C OSNo 3NM I I"1 O M C Z J iPRODUCII2E'y{� "-ft-9 YW.d. t, !aef6,iY � MAR 0 5 201$Al Aettl�laocr ltio� , 71 kaF lierr� G � S � (�+1+iw 0 J Q[` n FyKy a ""`^* rlWucF COOMoI o � w AIi12Ia D.L. OPENING D.L.O HEIGHT = DOOR FRAME HEIGHT — 9 11/16' D.L.O. WIDTH NOM. PANEL WIDTH — 6"y PANEL HEIGHT DOOR FRAME HEIGHT —1 3/16" `1111111111//!� ' ,11OPP. �!�Aa.' ., o � MAR 0 5 201$Al J Q[` S.t� 1�or ..... icoRlop. • 6" ... 7Y3 P .... � .... 8�S '.. �(BUANCHORS � VCLUSTERHOWNms_CLUSTER SHOWN 1i(SEE SHEET 22) v n � 1 I ro 14" EXTERIOR EXTERIOR 3 TRACK MAX 149 5/16" 146 9/16" 97 3/4" HEAD ANCHORS Z a DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH n 1. 0�`� U FALSE MUNTIN HEAD ANCHORS 14" MAX. HEAD ANCHORS C OPTIONAL48 1/B" ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS ILyyNuu AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15WAT CORNER STILE ENDS 6" MAX. � D C u NOM. PANEL WIDTH • • O AT 3" O.C. SEE CHART ON SHEET 15 HEAD • • • • • N r SEE CHART ON SHEET 15 FOR CAPACITY L FOR CAPACITY COMERS • •1 13/16' a O • • • - _-, • • •iii • C a o a S • 1 ----,1= a�piylq with dw N i& Z.-= armage..t. Aocepurce No rr •(tt k'�o MAR 6aYira4••Qate %n� •\ �P''�\GENdF he • lli.., µ1r a 04/70592 S 9$rr' dirk Pt i Cw/aaf _- {} ; /j/ i %/i` ' r•! 9 7.7E OF �� pi s^F[ORIOP._s�C9�� 1 REINFORCING AT INTERLOCKS OPTIONAL SEaE 13 FOR CAPACITY 1 � 000 • • - • • • ,„ o Z p J W tp _ 10 Q m w _ 2 POINT 2 1/8I DOUBLE LOC S SEE SHEET 2 mm 0 I.L. OP01 FOR FOR DESCRIPTION 42 1/8” D.L. OPG. N 2 POINT 42 1/br•00 D.L. OF;. n' O 3 iSHEET UL SEE SHELOCKS 24 TEPTION •f•> FOR DES j��/••••oW O y 1-77- •••• 0 •• •• •• 0 .••• .••Rae =N a4n•.'z K•.• 0 <aioo �"rJdg'� �_�O3C LF'r o3ZNHW••� `-_ 77, SILL TYPE 82 ANCHORS /SILLTYPE 82 ANCHORS 48 1/8" 48 1/8" 48 1/8- 48 1/8"POCKET JAMB ANCHORS OR 4 PAIR2, 3 OR 4 PAIR AT STILE ENDS PANEL WIDTH PANEL WIDTH2 PANEL WIDTH PANEL WIDTH '�'0 AT CORNER STILE ENDS. SEE CHART ON SHEET 15 AT 3" O.C. 3 TRACK JAMB ANCHORS m o o FOR CAPACITY SEE CHART ON SHEET 15 FOR CAPACITY c o _ _ w mgr z 6"� 14" 3° (4) ANCHORS) JJ EXTERIOR / (6) ANCHORS_/ EXTERIOR 3 TRACK v\ MAX. TYP. CLUSTER SHOWN CLUSTER SHOWN SILL ANCHORS Ili ,.I (SEE SHEET 22) (TESTED UNIT) o _ o N TYPICAL ELEVATION - **ODUCf REVS < a�piylq with dw N i& Z.-= armage..t. Aocepurce No rr •(tt k'�o MAR 6aYira4••Qate %n� •\ �P''�\GENdF he • lli.., µ1r a 04/70592 S 9$rr' dirk Pt i Cw/aaf _- {} ; /j/ i %/i` ' r•! 9 7.7E OF �� pi s^F[ORIOP._s�C9�� n drawing no. W10-31 3 a ac c DOOR FRAME W. \J L G h XXX(SHOWN) DXX XXo XXX (REVERSE) 00 FRAME WIDTH 3w� & J1 H 8 L o I XXXXXX (SHOWN) OXXXXO WIDTH --PANEL WIDTH NON-REINF. INTERLOCKS I I I`� T SEE CHART ON SHEET 13 NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 H � G J H H a O z n � I K XXXXXX (SHOWN) H J H I H H I� -n d• o- �b Ju �, N XXXXXO (SHOWN) OXXXXO V APPROVED CONFIGURATIONS NON -POCKETED DOOR'; (NON -REINFORCED SHOWN) SEE SHEET 13 FOR OP AND REINFORCING OPTIONS THREE (3) TRACKS 0 EXTERIOR 0 d/ V EXTERI IS IOR 0 J7 OH 90 CORNER DETAIL 'O' ON SHEEF 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 PANEL WIDTH O EXTERIOR 0" O 9O CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J THIS APPROVAL QUALIFIES DOORS WITH APPROVED U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS IIY� ro WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 m o ARE PRESENT. Z J FOR DOORS USING 90' & 135' CORNER STILES h LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 0 2 " f L rc a I S o 0 pn WN ••.• i •.•• IL 8 0 Q •:•• ••.•• 0NZOK • _•.•• • ILZZ�•• • •• •.•• jz$� • •••• ••.• QWAiiY zm . • . • >E N O I. •• • • I aj ••�, so 0 0 it •• IEL WIDTH _ • . • • • 'n • • • 00 t3, S • • � 41 •••• C O = N o n O i c 3 l ^ I � 30Ji U�mL _ O 0 NtODUCf REY®BD % Pmp, 8 witil tYe fuw& NON-REINF. INTERLOCKS 1Nedliae Cab G G SEE CHART ON SHEET 13 Axfaece No_I7-f ZIA•� i N EA omme FY1e hu—, si-[ Pfiiatl Con" o o o `J � 1 1 O VN.11-REINF. 9O CORNER DETAIL 'O' ON SHEET 22 INTERLOCKS O EXTERIOR 135' CORNER DETAIL 'P' ON SHEET 22 SEE CHART ON SHEET 13 OPTIONAL IN LIEU OF J NOTE: MARn g 201 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. IAp EI N UU b) '8; TE OF drawing no. W10-31 _ DOOR ME W. FRA _ DOOR FRAME WIDTH "lI �1 THIS APPROVAL QUALIFIES DOORS WITH APPROVED Z5 NWIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERSAl4 n SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o L ARE PRESENT. • ; H L I -' FOR DOORS USING 90' & 135' CORNER STILES 0 m a a Uo LIMIT MAX. DESIGN LOADS TO ±60.0 PSF Z V o is o�"G aC is a'Oo ILem v s O M o W H L__ _ ---- - — O EX RIOR 0 �•••� 08a� LL PXXX(SHOWN) • • • 5 C 0 A • • XXXP DOOR FRAME WIDTH _DOOR FRAME WIDTH • ! f • • • • • • • Q 6 O 0 agp • r-- EL WIDTH NON-REINF. INTERLOCKS • • • • • • • • • 0 H E a m i I H J H Ix H i V � i o � l a o- � o- •+'b =p o- I I M p � M I II I I �1 I� YI Y to ai Ia I ' I 1 I L__ r� �r� �r� •` �_�(� fir_ PXXXXXXP (SHOWN) EXTERIOR R '0' O •'••• j $Wµ1 � 90' CORNER DETAIL ON SHEET 22 �i• • • ZOZ Q W 0�1 • 09 vl a•I i 135' CORNER DETAIL •P• ON SHEET 22 OPTIONAL IN LIEU OF J • • • • • • • PXXXXXXP (SHOWN) EXTERIOR R '0' H • • 90' CORNER DETAIL ON SHEET 22 • • • 09 vi • • 135' CORNER DETAIL •P• ON SHEET 22 OPTIONAL IN LIEU OF J • •• • • • • • • F, U1 I� DOOR FRAME WIDTH • • •o O p U• • 0.. • j^ DOOR FRAME WIDTH I --` • • -'i 'o V NON-REINF. INTERLOCKS 7 SEE CHART ON SHEET 13 • • • • • • v O 2 N o = I H J 0-— H H a � I I o i M K I _ PXXXXXX(SHOwN) XXXXXXP P L/�-- =I IY V o �10 o la � o I M N j pN� M .0 3 h cZLL� 30 0 o� m �_---7 �RODUCf {� l^J EXTERIOR W7V8 90 CORNER DETAIL 'O' ON SHEET 22 ps op® POCKET T OF NOT THIS NBY OA CGI 13Y CORNER DETAIL 'P' ON SHEET 22 PANEL WIDTH bwylpt (,pyo -kt dw F�i1�T NOT PART OF 1 111 ri L5 OPnONAL IN LIEU OF J Aomptsoce Np ( •• Z/�•ZD "' _ DOOR FRAME WIDTH NON—REINF. INTERLOCKS r SEE CHART ON SHEET 1.3 VrWLay `W' `W' j C V � PXXXXXO(SHOWN) O H EXTERIOR O U O PEEL w1orH O � `1wilm,,,, o 90' CORNER DETAIL '0' ON SHEET 22 oxxxxxP 135' CORNER DETAIL 'P' ON SHEET 22 J7'p°' •.• ''O APPROVED CONFIGURATIONS OPTIONAL IN UEU OF J ��'•'uc,Ns o POCKETED DOORS (NON—REINFORCED SHOWN) . �I� NOTE: SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS Mq� _ * "' ] y} = o 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. O 5 20I8 !:i'4/ ; � THREE (3) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. , " OFdrawin 9 no. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. i •••f<pRjDP.••' \��` POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • !� DOOR FRAME W,., MAX- FRAME WIDTH REINF. INTERLOCKS j SEE CHART ON SHEET 13� w o c1 O D K7HO EXTERIOR Gi XO (SHOWN) OX xx D R FRAME WIDTH = O !(DH- 0 HO OXO (SHOWN) OXO (REVERSE) OXXO XXXX(SIMILAR) N O REINF. INTERLOCKS REINF. CHART ON SHEET 13 90' CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 • REINF. INTERLOCKS SEE CHART ON SHEET 13 CE Gt I HO EXTERIOR Jt— Gt 90' CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF Ji THIS APPROVAL QUALIFIES DOORS WITH APPROVEDU I5 M V CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS ,Y n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 __ o ARE PRESENT. Z FOR DOORS USING 90' & 135' CORNER STILES q LIMIT MAX. DESIGN LOADS TO 160.0 PSF a s C W ISO— O IL • • • too �t• • • • • •Cf o •• • •••• 0 g • •••••• ••••• 00N • • • m • • • • • • • Q W N • LL 2 H • • •••• •••• 45010 • v 01 • • • 0 • •••• i • •• QIr• � i • • A c 0 Nr r z 3 n Z, I tx p o APPROVED CONFIGURATIONS NOTE: R 0 5 2018 NON—POCKETED DOORS (NON -REINFORCED SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. TWO (2) TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. •RODL'C FAEVD9Pb ar—plyivg With ON Fla" tml .8 Cato Aa'ept9ate Ne 0 Fa ambo• Dote a9brs ie#Fe•AaaYt3.rla `7`71un1iluliiii JpD �� a it $7A yFi drawing o no. �sw Viz°"°�•_sr� W10-31 DOOR POCKET CAVITY NOT BY CGI FRAME NOT PART OF THIS NOA WIDTH DOOR FRAME WIDTH I r -- I 1 I U O V Id 6 I M K1 t I I L--- S–�____ ® EXTERIOR Kt PX (SHOWN) XP DOORI� 1 � I = I I I 3 Itj J7 �I U ' I V O S sJ. 10 1 l a b (L 0M M O PXXP DOOR FRAME W. I �_ 1� Y O 8 3 Id o0 o- - L1 PXX (SHOWN) XXP DOOR FRAME WIDTH I I I I ly yf L EXTERIOR J J 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH i i M H T _ IY ly�l 1 O YI K la al a p M M O I I I L-- PXXXXP DOOR FRAME WIDTH _1 I I I J O I I' K1 1 M 0 – PXXXX (SHOWN) PXXXO XXXXP OXXXP DOOR NON-REINF. INTERLOCKS CHART ON SHEET 13 imom�- 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH Ai NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 • ro z Ory ` g N I I n O ILEEXXTERIOR O u • • m 0000• � n THIS APPROVAL QUALIFIES DOORS WITH APPRC61' • G C CONFIGURATIONS SHOWN W1141 "AND 135' C�PNEI¢I 0 y WHERE STILE CONFIGURATIOW,, af4 ON SHEET 2Z Q w m ARE PRESENT. {t„ i ••m� FOR DOORS USING 90' & 13W*"NER STILES • • • • 1 LIMIT MAX. DESIGN LOADS TD•Vp.Q'PSF • • • • • Q m11 �"� NOTE: 0 0 . 0 0 • • Y.• • 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONL• • • • • • • • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN•PJRJVS %ES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. •! • • 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE t'ER FBC * % • • 0000 QN-1 v r NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 I I - I ly 1 U a f - I O r � EXTERIOR ' O ~ O -- 90' CORNER DETAIL 'O' ON SHEET 22 13V CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR DP AND REINFORCING OPTIONS K1 aRODUC P REVNM butdioO°0g ��8 *" 0. Wap Atteptxntt fxpirtN{sa Date �LrJ.ijY' 00•� C d0 •••,0 OG So•• c W C p C'4 o W 10 N N 7 3 � 1 p 3 n n S L, 30.0' U� �' POCKETS ARE NOT PART OF THIS APPROVAL U�c�'�alz�ol AND TO BE REVIEWED BY AHJ. 11111 LIillitt� o _._NO 706 2 - � I ' MAR5 zoic = s - �— ($'TAT�� drawing no. OF :coe W 10-31 DOOR FRAME WIDTH 0— L2 OH b o- XXXX (SHOWN) OXXX xxxo XXXX (REVERSE) XXXXXXXX (SHOWN) oxxxxxxo FRAME WIDTH NOM. PANEL WIDTH _ NON-REINF. INTERLOCKS SEE CHART ON SH ET 13 II r I I G2 Q EXTERIOR O Q L2 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS � n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. • 3 FOR DOORS USING 90' & 135• CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF "' n -- QW ?n a O o • • • (� p�p W�• • •••••• •••• OA,E • ••f ••• • �Zyr„I• • • • t� 5 J s••• •••• Q �5m� w •I u •f••• 0 • • • • • '0 •••• c � F- ') - 3N- In Ic0 3 n N col- 3 .M 0 �41v_, yv APPROVED CONFIGURATIONS .NON -POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF it NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY, 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. •RODLIC E REVLRFP - _Plyin wbu tle WBdib bulling C.& A—ptnoae No 17-11a • 2v E.01r tiw Date +�„ MAR 0 5 70tR ,�J'�ENg�r"'• CJ �i III lils 1'ilp* Ll XXXXXXXX (SHOWN) oxxxxxxo FRAME WIDTH NOM. PANEL WIDTH _ NON-REINF. INTERLOCKS SEE CHART ON SH ET 13 II r I I G2 Q EXTERIOR O Q L2 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS � n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. • 3 FOR DOORS USING 90' & 135• CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF "' n -- QW ?n a O o • • • (� p�p W�• • •••••• •••• OA,E • ••f ••• • �Zyr„I• • • • t� 5 J s••• •••• Q �5m� w •I u •f••• 0 • • • • • '0 •••• c � F- ') - 3N- In Ic0 3 n N col- 3 .M 0 �41v_, yv APPROVED CONFIGURATIONS .NON -POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF it NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY, 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. •RODLIC E REVLRFP - _Plyin wbu tle WBdib bulling C.& A—ptnoae No 17-11a • 2v E.01r tiw Date +�„ MAR 0 5 70tR ,�J'�ENg�r"'• CJ �i III x S DOOR FRAME WIDTH XXXXXXXX (SHOWN) OXXXXXXO DOOR FRAME WIDTH H J H �i o-- XXXXXXXX (SHOWN) OXXXXXXO DOOR FRAME WIDTH XXXXXXXO (SHOWN) OXXXXXXO THIS APPROVAL QUALIFIES DOORS WITH APPROVED `I 15 CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS A4 n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o ARE PRESENT. • ; FOR DOORS USING 90' & 135' CORNER STILES Z h W LIMIT MAX. DESIGN LOADS TO ±60.0 PSF _.._ Qryf try a Y 001 O Jw�`� UI CL 0000• O •0• 0 • 0••• O2Oa 8 O i••0•• 0000 Oor.&pp JC LO ZO 00.000 al • 0000 .1 t7�_ ; • i • W 000 I 0000 Q �•;f • _ U • � i $ c I ••• O n • • • 7 O f-_...-� • • • • = O S H N O PRODUC C REVNI10 nplywif6 tYe Piaei4; O M m Aattphaee No t • zG C Z J E.piraeir Wh 2 � 3 o U• n �� o— ow"a f�••N G G G I7 YJ u _ I o O L3 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 .OPTIONAL IN LIEU OF J 901 CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL •P' ON SHEET 22 OPTIONAL IN UEU OF J NOTE: APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—POCKETED DOORS (NON -REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. SEE SHEET 13 FOR DP AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR U TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ,1111.1111, /I 1 o R l �.: wo. 70'm I s s 1'.x'•1. / sjfATE OF :'� drowing a no. W10-31 • • • • • • • • • H J H o-- XXXXXXXO (SHOWN) OXXXXXXO THIS APPROVAL QUALIFIES DOORS WITH APPROVED `I 15 CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS A4 n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o ARE PRESENT. • ; FOR DOORS USING 90' & 135' CORNER STILES Z h W LIMIT MAX. DESIGN LOADS TO ±60.0 PSF _.._ Qryf try a Y 001 O Jw�`� UI CL 0000• O •0• 0 • 0••• O2Oa 8 O i••0•• 0000 Oor.&pp JC LO ZO 00.000 al • 0000 .1 t7�_ ; • i • W 000 I 0000 Q �•;f • _ U • � i $ c I ••• O n • • • 7 O f-_...-� • • • • = O S H N O PRODUC C REVNI10 nplywif6 tYe Piaei4; O M m Aattphaee No t • zG C Z J E.piraeir Wh 2 � 3 o U• n �� o— ow"a f�••N G G G I7 YJ u _ I o O L3 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 .OPTIONAL IN LIEU OF J 901 CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL •P' ON SHEET 22 OPTIONAL IN UEU OF J NOTE: APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—POCKETED DOORS (NON -REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. SEE SHEET 13 FOR DP AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR U TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ,1111.1111, /I 1 o R l �.: wo. 70'm I s s 1'.x'•1. / sjfATE OF :'� drowing a no. W10-31 • • • • • • • • • DOOR FRAME WIDTH 1 I H L2 IW V a � 6 8 i M H PXXXX (SHOWN) XXXXP PXXXXXXXXP (SHOWN) PANEL WIDTH ® O EXTERIOR 0 APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR DP AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. O NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 a L2 THIS APPROVAL QUALIFIES DOORS WITH APPROVED U V CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �� n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. m • FOR DOORS USING 90' & 135' CORNER STILES „ "' z LIMIT MAX. DESIGN LOADS TO ±60.0 PSF N a q ILIO 0000• � (]� PXXXXXXXXP (SHOWN) PANEL WIDTH ® O EXTERIOR 0 APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR DP AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. O NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 a L2 N M h C2� Y a U �m k O EXTERIOR G 90' CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. U O .AODDC f REVIB®D y yyt�s wilt tieFWif4 b.06 s ewe -12 Zo gecepaeee gyiratlw De1e INL✓ � raua fo0ltd MAR o 5 2016 o, s a �\ drawing no. W10-31 • THIS APPROVAL QUALIFIES DOORS WITH APPROVED U V CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �� n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. m • FOR DOORS USING 90' & 135' CORNER STILES „ "' z LIMIT MAX. DESIGN LOADS TO ±60.0 PSF N a q 0000• � (]� • . • 0t ' VpO�M •• • 0000 0000•• 0000• Q GpF0 O W 0000•• • �1tyTZ�r 0000•• 0000• LL Zy''=''••0 00000000 J t�m�� Q W� 00 00.00• • � N � 0000•• • • • • • • • • 0 uj X ••• J �cl) Q � = N W 12 N M h C2� Y a U �m k O EXTERIOR G 90' CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. U O .AODDC f REVIB®D y yyt�s wilt tieFWif4 b.06 s ewe -12 Zo gecepaeee gyiratlw De1e INL✓ � raua fo0ltd MAR o 5 2016 o, s a �\ drawing no. W10-31 • DOOR FRAME WIDTH r- L I� U �I i0O1d la � I of I M i PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA DOOR FRAME WIDTH r S 1 H Jy �S3 I H '- H i0 H l a I Orn PXXXXXXXO(SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dip AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. O O THIS APPROVAL QUALIFIES DOORS WITH APPROVED p CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS6lj leiWHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Z • FOR DOORS USING 90' & 135' CORNER STILES a LIMIT MAX. DESIGN LOADS TO ±60.0 PSF W Z 0 ON • • • • • • 0ry�•I Tj h• .... (YO 9 o ...... ...... 0 al Itp2ai z FRAME WIDTH •-•-f • LL 2 tll - NON-REINF. INTERLOCKS • • • SEE CHART ON SHEET 13 • • • • • • • • J a - Q W 01 � F • • 1 EXTERIOR OH HO • • 90' CORNER DETAIL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J •AOOUC F REV19@D . --plyl-9 with ue F4w• Zemi— C. • • 90' CORNER DETAIL 'O' ON SHEET 22 - - 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. MAR0 5 OF crowing no. W 10-31 1 1 INTERLOCKS INTERLOCKS w/n aF1xF WITH RF.1NF. GLASS CAPACITY CHARTS INOM. PANEL WIDTH j NOM. PANEL WIDTH NOM. PANEL WIDTH N.M. PANEL WIDTH APPLICABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. Z E8.1 e � N SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOAD IS ABOVE +60.0 PSF ONLY. DESIGN LOAD CAPACITY - PSF (GLASS) N09 PN1EL NiD1H DOOR BUAIE HEGNf NII.�R PANELS GLASS TYPES 'A' & 'Al' INTERLOCKS W/0 REINF. EKT.(+) I INT.(-) GLASS TYPES 'B' h 'B1' INTERLOCKS WITH REINF. EKT.(+) I INT.(-) 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 94 10 60.0 1 60.0 80.0 I80.0 10 60.0 80.0 10 60.0 80.0 10 60.0 I Boo 10 60.0 in BD.O54-1/8 9 53.3 1 71.124-1/8 42-1/8 48-1/8 54-1/8 84 10 60.0 cr m 1 n 0 80.030-1/8 10 60.0 0 80.038-1/6 10 60.0 60.0 .0 80.0 10 60.0 60.0 80.0 80.0 10 80.0 60.0 BO.O�B0.0 9 53.3 53.3 71.1 71.1 24-1/8 30- t /e 36-1/8 42-1/8 48-1/8 90 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 - 80-0 10 60.0 60.0 80.0 80.0 9 60.0 80.0 80.0 80.0 24-1/8 30-1/e 36-1/8 42-1/8 48-1/8 96 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 80.0 80.0 80.0 80.0 1060.0 60.0 80.0 80.0 9 50.0 60.0 80.0 B0.0 GLASS TYPES 'A', B', 'Al', Bl' INTERLOCKS WITH REINF. E%T.(+) INT.(-) 24-1/B 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 102 10 3. NM 1 60.0 60.0 10 - 60.0 60.0 10 - - 60.0 60.0 10 60,0 60.0 10 60.0 60.0 9 54.4 54.4 24-1/810 30-1/8 36-1/8 42-1/8 48-1/8 53-1/8 108 - - 60.0 60.0 10 - - 60.0 60.0 _ 10 -- - 60_0 60 .0 10 - - 60.0 60.0 10 9 - 24-1/8 30-1/8 36-1/8 42-1/8 48_1/8 114 I 10 - - B0.0 60.0 10 - 60.0 60.0 _- 10 - 60.0 60.0 _ 10 60.0 60.0 9 - - 60.0 60.0 24-1/8 30-1/8 36-1/8 42-i/8 48-1/8 I 120 I 10 - - 60.0 60.0 10 - - 60_0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 9 60.0 60.0 1 1 INTERLOCKS INTERLOCKS w/n aF1xF WITH RF.1NF. GLASS CAPACITY CHARTS INOM. PANEL WIDTH j NOM. PANEL WIDTH NOM. PANEL WIDTH N.M. PANEL WIDTH APPLICABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. Z E8.1 e � N SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOAD IS ABOVE +60.0 PSF ONLY. �RODUC f WE'VE °' aPRwri.✓q IYIf4 t4 A19tdfa b r EAp{r.ty. dfc 2 z NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 2018 ;�� Ire c OF drowing no. 9RIOP-��®�; W10-31 4 V v M Zm a q Q a n o Ito 0 • • 1Nwu Q' O C • • • O •• • 0000 cr m 1 • 0 Lo< •••�•• 0000 0 r14 • • • • • • • � W N � y 1 0000 0000 �? m 0000•• • r_.-��' •• •• •• • J ••NI • • • • • • • • • • • o (• C I I • 0000• • O o • • 0000 OF�o 3. NM 1 O -0 ? CL C Z J li ^ 30_ n H �RODUC f WE'VE °' aPRwri.✓q IYIf4 t4 A19tdfa b r EAp{r.ty. dfc 2 z NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 2018 ;�� Ire c OF drowing no. 9RIOP-��®�; W10-31 3/16" ANN. GLASS 3/16" ANN. GLASS r ' le V U 075 fnlerloyer .075" Interlayer i� �4 M Saflex CP With PET Core Soflex CP With PET Core M pl By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR Z —,w .090" Interlayer 090" Inlerloyer Q q • Soflex Clear And Color Glass Soflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' f" wx a OR OR Q N .090" Interlayer 090" Interlayer �. 00-0 U4 3/8" AIR SPACEp SentryGlos SentryGlos Q N By 'Kuroray America, Inc.' By 'Kuroray America, Inc.' • • d OR OR 090" Interloyer 3/16" TEMP. GLASS .090" Interlayer • • : • • • • I o y�•LL • Trosifol PVB Trosffol PV8 • • • (,% O� yi rte{ By 'Kuroray America, Inc.' By 'Kuroray Americo, Inc.' •• • 0006• CM�m 8 • / 00000• 0000 OILFg • 3/16" HEAT STREN'D GLASS 3 16" HEAT STREN'D GLASS d G SIUCONE SILICONE a IL 000.0• • Q; �, y•p F GE SCS 1200 GE SCS 1200 W (1 • Fn DOWCORNING 899 m DOW CORNING 899 • • • • • • • • LL 2 N s o _i DOW CORNING 995 ? yN DOW CORNING 995 *00000 • • f g 5 M1'I c 3 M1 - XL EDGE SPACER • 0 • • • • • • '� Z 4 • n I i n o I. ST. STEEL BY 'CARDINAL' • 0 0. 0• • Q w m f F OR _ i DDURRASEAL BY 'QUANEX' • • • • 0 • • • • 0 • —_• • • P'r SETTING BLOCKS SUPER SPACER BY 'QUANEX' J ei O AT 1/4 POINTS ON LITES O • • • • • • • `" U E 1 WIDER THAN 36" R. 1 \ SETTING BLOCKS • 0 • •' C • • W EPDM W n E.. / DUROMETER 85±5 F AT 1/4 POINTS ALL SIZES • • • • • EPDM • • • 0 6 ,� W W DUROMETER 8515 OO �y • GLASS TYPE 'A' GLASS TYPE 'Al' • • • 0 p RALL LASS 1" OVERALL INSUL. IAM. GLASS N � N u) 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 0 M h .075" Interlayer .075" Interlayer C Z Saflex CP With PET Core Saflex CP With PET Corej By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' O OR OR 090" Inlerloyer 090" Interlayer Saflex Clear And Color Glass Saflex Clear And Color Gloss U By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' r OR OR .090" Interlayer 3/8" AJR SPACE 090" Interlayer SentryGlas SenlryGlas By 'Kuraroy America, Inc.' By 'Kuroray Americo, Inc.' OR OR m .090" Interlayer 3/16" TEMP. GLASS .090" Intenoyer Tfasifol PVB Trosifol PV8 q aI By 'Kuraray America, Inc.' By 'Kuraroy America, Inc.'-RODUCP REVS •:mrplow Mk tie Writ• 33 33 3/16' HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS =71-2::t sWin=CWa � Acnprxece NoL%-IZI�C'• - `U SILICONE SILICONE F.9"tion dh_ GE SCS 1200 w GE SCS 1200 DOW CORNING 899DOW CORNING 899 m I DOW CORNING 995 m DOW CORNING 995 • l:�.�✓-- y m N N Ml.oi' fk:: trr0{Yy (ta•M•i C U _ S M1 d Ml XL EDGE SPACER 0 o ST. STEEL BY 'CARDINAL' 'S o SETTING BLOCKS n I; OR a z AT 1/4 POINTS ON LITES DURASEAL By 'OUANEX' WIDER THAN 36" I� II OR EPDM SUPER SPACER BY 'QUANEX' c,111111III y o O DUROMETER 85±5 O 1 SETTING BLOCKS MAR ®5 % ,,��.�N.•. I n W 1 W AT 1/4 POINTS ALL SIZES c F F EPDM �Noa. i S W W DUROMETER 85±5No--y0592 Itoti f _ _ GLASS TYPE 'B' GLASS TYPE 'BI' [d;rowing no. 7/16" OVERALL IAM. GLASS 1" OVERALL INSUL LAM. GLASS .�s.,D�.. tee, 10-31 \ GLAZING OPTIONS • • • • • • • TYPICAL ANCHORS TYPICAL ANCHORS _ WOOD AT HEAD OR JAMBS SG = 0.55 MIN. - W._ PANEL WIDTH aIpWS TYPICAL ANCHORS HEAD ANCHORS (TYPE A, D & C) SILL ANCHORS (TYPE 132) a, GTER SfCE/R1fERLOCI(T CLUSTER ENO6 SILE/WTERLOCKTMM V 3 KSI IN CLUSTERS 2BY WOOD BUCKS IN CLUSTERS 80.0 IN CLUSTERS TYPICAL ANCHORS 80.0 - - 80_0_ - TI 4 CONCRETE AT MTG. STILE &.INTERLOCK ENDS EDGE 1Sf.4 SEE CHART �. FbR. QUAf�TJTIL'S _ SEE NOTE SHEET 1 AT MTG. STILE &INTERLOCK ENDS 3 KSI SEE CHART CONCRETE FOR QUANTITIES _- 7_2.4 80.0 -_ 68.7_ 80.0 18Y WOOD BUCKS r SEE NOTE SHEET 1 AT MTC. STILE & ATENDS SEE CHART FOR QUANTITIES IN CLUSTERS AT MTG. STILE &INTERLOCK ENDS SEE CHART 62.8 71.1 -_--59.5 71.1 METAL STRUCTURES SEE SPEC BELOW - m Z n r . � 6 3 EDG DIST. 3 5/�" 6G.o - 3 KSI FOR QUANTITIES - 75.5 80.0 71.8 60.0 Q 1- N H w 0 m ANCHOR TYPE A = O N INTO 2BY WOOD BUCKS m OR WOOD STRUCTURES CONCRETE EDGE 3 5/8 Q g ¢ N w O O ` O a u xz••• OUhN 6 �K X !\ ] �I�• 1 774 • • �� V OZ� ANCHOR TYPE A N o ANCHOR TYPE B moi ANCHOR TYPE C • • • 'a • • a 0 tY to o THRU 1 BY WOOD BUCKS o DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRl1CjUj2 S• • g • • • O a o Q .+ INTO 3 KSI CONCRETE OR APPROVED MUL s Q N N O __ ..._...____..� ___ • O. W Z N BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO MUSTS IN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRAth• SYSTEMS WITH • • • • 1 0 / TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER T TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND S�l.l.• • • • J• • • • Q w p 8 - AT HEAD - -. _- - -.-. - _- - - AT JAMBS-- - • •-• • K TYPE 'A'- 1/4" X 3-1/$ ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) 7 TYPE 'A•- 1/4" DLA ULTRACON BY ' -O' (Fu -177 KS4 4y11j5•K9) • • Y • s • • �i THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •% U 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2" MIN. PENETRATION INTO WOOD : • •: • I • m C 1' THRU 28Y BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC, OR MASONR•' • • y • g • • •" 1/2" MIN. EMBED INTO CONCRETE I 1-1/4" MIN. EMBED INTO CONC. OR MASOVRY • :•I •• O ,� TYPE 'B'- i /4" X 3-t/4" ULTRAGON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) TYPE 1 /4" DIA ULTRACON BY 'ELCO' (Fu -m KS? �.1 K) • • • 0 • ~ DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC. OR MASONRY • L 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • • • • g v = TYPE 'C'- 1 /4" DA F DRILLING SGREWS (GRADE 5 CRS) TYPE 'C'- 1 /4" DLA. SELF DRILLING SCREWS (GRADE 5 CRS) m N N INTO MIAMI-DADE COUNTY APPROVED MULLIONS I INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR 0 OR 1-+ •0 3 vt INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) E C Z (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE �•• 3 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) -� O Q - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTED) - "' V C- - - - -AT SILL - - - - OR STANCES - I 'B2'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=t77 KSI, Fy=155 K51) INTO CONCRETE OR MASONRY - 2-1/2" MIN.HR INTO CONCRFTF INTO WOOD STRUCTURE - 1" MIN. aAD 1-3/4" MIN. CON a NOTE: ANCHOR CAPACITIES LISTED ON THIS a SHEET TO BE USED IN CONJUNCTION WITH GLASS CHARTS ON SHEET 13 _ LOWER APPLICABLE VALUES CONTROL. 3 TRACK SYSTEM SHOWN ALSO APPLICABLE TO 2 AND 4 TRACK FRAMES. PLEASE SEE FOLLOWING SHEETS FOR DETAILS. S o 3 w z � 0 g f NO -A LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. INTO METAL STRUCTURE - 3/4 MIN. DESIGN LOAD CAPACITY - PSF (ANCHORS) _ WOOD AT HEAD OR JAMBS SG = 0.55 MIN. - W._ PANEL WIDTH aIpWS HEM.M HEAD ANCHORS (TYPE A, D & C) SILL ANCHORS (TYPE 132) a, GTER SfCE/R1fERLOCI(T CLUSTER ENO6 SILE/WTERLOCKTMM 4 8 8 4 6 B EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) INT. - INT.(- INT.(-) INT.(-) INT.(- IW.( -) 24-1/6 30-1/6 36-1/8 42-t/8 48-1/9 54-1/8 B2 80.0 $0.0 80.0 - - 80_0_ - - 80.0 - 76.2 80.0 - _- 7_2.4 80.0 -_ 68.7_ 80.0 - 66.8 80.0 - 63.4 80.0 - 62.8 71.1 -_--59.5 71.1 71.1 24-t/e 70-1/B 36-1/8 42-1/8 48-1/8 54-1/8 84 90.0 - -_ 6G.o - - 80.0 - 80.0_ - - 75.5 80.0 71.8 60.0 - 67.8 80.0 _-- 84.3 80.0 _ 62.3 80.0 - 59.1 80.0_ 80.0 58.4 71.1 71.1 55.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 90 80.0 - - BO_O - - _ 79.7 80.0 - 75.6 80.0 - 69.2 80.0 - 65.6 80.0 - 80.0 - 56.7 80.0 80.0 _61.9 56.7 80.0 60.0 53.7 60.o 80.0 24-1/8 30-1/8 36-1/B 42-1/8 48-1/8 96 80.o - - 80.0 - - 73.8 80.0 - 69.9 80.0 - 63.9 90.0 - 60.6 80.0 _- 57.0 80.0 80.0 54.0 80.0 80.0 _ 51.9 77.9 80.0 49.3 73.9 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 102 60.0 60.0 60.0 60.0 59.3 60.0 60.0 56.2 60.0 60.0 52.7 60.0 80.0 50.0 60.0 60.0 47.9 60.0 60.0 45.5 80.0 60.0 44.3 54.4 54.4 420 54.4 54.4 24-t/B 30-1/B 36-t/6 42-1/8 48-1/8 53-1/8 108 60.0 60.0 __ _80.0 - - 60.0 - - 55.3 60.0 60.0 52.5 60.0 60.0 49.1 60.0 60.0 46.6 60.0 80.0 44.5 60.0 60.0 42.2 60.0 60.0 41.6 54.4 54.4 39.4 54.4 54.4 24-1/8 30-t/6 36-1/8 42-1/8 48-1/8 11♦ I I 60.0 - - 60.0 - 60.0 - - 57.2 60.0 600 _ 51.9 60.0 80.0 49.2 600 80.0 45.9 600_ 80.0 43.8 600 BO O� 41.5 600 60.0 39.4 591 800 24-1/8 30-1/8 36-1/8 42-1/e 48-1/B ' 120 800 - 60.0 - - 56.9 600 60.0 54.0 600 60.0 48.8 60.0 60.0 46.3 6o.0 _ 80.0 43.1 60.0 60.0 40.9 80.0 80.0 _ 38.9 58.4 60.0 36.8 55.4 60.0 CONCRETE EDGE 3 5/8 Q g ¢ N w O O ` O a u xz••• OUhN 6 �K X !\ ] �I�• 1 774 • • �� V OZ� ANCHOR TYPE A N o ANCHOR TYPE B moi ANCHOR TYPE C • • • 'a • • a 0 tY to o THRU 1 BY WOOD BUCKS o DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRl1CjUj2 S• • g • • • O a o Q .+ INTO 3 KSI CONCRETE OR APPROVED MUL s Q N N O __ ..._...____..� ___ • O. W Z N BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO MUSTS IN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRAth• SYSTEMS WITH • • • • 1 0 / TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER T TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND S�l.l.• • • • J• • • • Q w p 8 - AT HEAD - -. _- - -.-. - _- - - AT JAMBS-- - • •-• • K TYPE 'A'- 1/4" X 3-1/$ ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) 7 TYPE 'A•- 1/4" DLA ULTRACON BY ' -O' (Fu -177 KS4 4y11j5•K9) • • Y • s • • �i THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •% U 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2" MIN. PENETRATION INTO WOOD : • •: • I • m C 1' THRU 28Y BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC, OR MASONR•' • • y • g • • •" 1/2" MIN. EMBED INTO CONCRETE I 1-1/4" MIN. EMBED INTO CONC. OR MASOVRY • :•I •• O ,� TYPE 'B'- i /4" X 3-t/4" ULTRAGON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) TYPE 1 /4" DIA ULTRACON BY 'ELCO' (Fu -m KS? �.1 K) • • • 0 • ~ DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC. OR MASONRY • L 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • • • • g v = TYPE 'C'- 1 /4" DA F DRILLING SGREWS (GRADE 5 CRS) TYPE 'C'- 1 /4" DLA. SELF DRILLING SCREWS (GRADE 5 CRS) m N N INTO MIAMI-DADE COUNTY APPROVED MULLIONS I INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR 0 OR 1-+ •0 3 vt INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) E C Z (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE �•• 3 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) -� O Q - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTED) - "' V C- - - - -AT SILL - - - - OR STANCES - I 'B2'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=t77 KSI, Fy=155 K51) INTO CONCRETE OR MASONRY - 2-1/2" MIN.HR INTO CONCRFTF INTO WOOD STRUCTURE - 1" MIN. aAD 1-3/4" MIN. CON a NOTE: ANCHOR CAPACITIES LISTED ON THIS a SHEET TO BE USED IN CONJUNCTION WITH GLASS CHARTS ON SHEET 13 _ LOWER APPLICABLE VALUES CONTROL. 3 TRACK SYSTEM SHOWN ALSO APPLICABLE TO 2 AND 4 TRACK FRAMES. PLEASE SEE FOLLOWING SHEETS FOR DETAILS. S o 3 w z � 0 g f NO -A LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. INTO METAL STRUCTURE - 3/4 MIN. DUCC REVIA _ WOOD AT HEAD OR JAMBS SG = 0.55 MIN. - °a-mVIYMB With tib Fl d& bdi.CONCRETE AT HEAD, SILL OR JAMBS is - 3000 PSI MIN. AI-peE ct Aucepmace Ne C-90 HOLLOW/FILLED BLOCK AT JAMES fm - 2000 PSI MIN. EA�ad-at-6�--LZi� SILL RISERS SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS 6• �. AND SHEET 13 FOR CAPACITY�d Y10r-R eerrol ANCHOR TYPE 8 DIRECTLY INTO 3 KSI CONCRETE 7 5/8 PO ED & HARDENED " TALL I /NON -SHRINKAGE HIGH STRENGTH GROUT 1'C = 5000 PSI MIN. J NOT BY C.G.I. MUST TRANSFER SHEAR LOADS TO STRUCTURE z ANCHOR TYPE B g s DIRECTLY INTO 3 KSI CONCRETE O) N < S 7 - TYPICAL -TYPICAL ANCHORS " IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS C SEE CHART FOR QUANTITIES iUUttr qyy J pe{'� 77 o W `1GENBF �••. UIU 18: drawing no. �AETEOF RoOW0W10-31 3 KSI E IN IN CLUSTERS 2BY WOOD BUCKS CONCRETE AT MTG. STILE rFEE NOTE SHEET 1 .°; & INTERLOCK ENDS_ 4 8 a 4 8 8 EXT,(+) M.(+) EXT .(+) EXT.(+) INT. - INi. - IM.(- INT.(- INT.(- INT. - EDGE 151.° ,SEE CHART s0.0 . POR QUAUCIPES ao.0 - 5 8iJ _- 80-0 - 60.0 - - I I i Y 72.4 80.0 - 89.7 80.0 ora - ANCHOR TYPE A . o N 24-1/8 30-1/8 36-1/8 42-1/8 46-1/8 54-1/8 INTO 2BY WOOD BUCKS m - OR Wnnn CTRIIF:TIIRFC 80.0 IN CLUSTERS TYPICAL ANCHORS AT MTG. STILE IN CLUSTERS TYPICAL ANCHORS 4.11 & INTERLOCK ENDS 1BY WOOD BUCKS AT MTG. STILE IN CLUSTERS METAL STRUCTURES 'y 3 KSI SEE CHART k INTERLOCK ENDS AT MTG. STILE SEE NOTE SHEET 1 SEE SPEC BELOW CONCRETE FOR QUANTITIES SEE CHART &INTERLOCK ENDS • FOR QUANTITIES SEE CHART Z EDG DIST. 3 5/A" . FOR QUANTITIES m m EDGE'dIST. , 3 CONCRETE .5/8"- 3 KSI EDGE 3 5/8" F f _ DIST. --I- •,.. • d � i�luVu ,F ••• SOC u z z x•z 0ton. W • ANCHOR TYPE A "'r=i, ANCHOR TYPE B m u=i ANCHOR TYPE C • • • + • • O' .0 g M 4 THRU 1 BY WOOD BUCKS o DIRECTLY INTO 3 KSI CONCRETE o INTO METAL STR/O1M,M0 • 000 0 a o INTO 3 KSI CONCRETE OR APPROVED �V dS. • J • 0 .6 b }O WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS I INSTALLATION CONDITIONS SHDWhL APPLY TO • • • Q w H 1 !0 - TRANSFER MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH• TYPICAL ANCHORS: SEE EIEV. FOR SPACING LTHEM TO THE BUILDING STRUCTURE. I STD. FRAME HEAD AND SILL • • • • • • Q W w - AT HEAD - - - - - - - -- -- - AT JAMBS--- _ • s • • • i • I-TYPf 'A'- 1/4" X -1 /4" a ON BY ' f'O' (Fu�177 K51, Fy-155 K51) -1 F E 'A'- 1 /4" D ULTRACON BY ' C0' (Fw177 K*,•y-109•KSI) •� • = • • • THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTS • • • • U m 1-1/4" MIN. EMBED INTO CONCRETE Ii 1-1/2" MIN. PENETRATION INTO WOOD • • • I C 1 THRU 2BY BUCKS INTO CONCRETE THRU iBY BUCKS INTO CONC. OR MASONRY • • • • • ••••• 1/2" MIN. EMBED INTO CONCRETE I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • • • • i • ,� O ti•i TYPE 'B'- 1/4' X 3-1/4" ULTRACON BY 'ELCO' (F-177 KSI, Fy�155 KSI) TYPE 'B'- 1/4' DIA ULTRACON BY 'ELCO' (Fu -177 KSI•, •j•I55 KR) • •• 55$�� lIUUJJII DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC. OR MASONRY • • • _ 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY _ ? c TYPE 'C'- 1/4" D A. SEF DRILLING SCREWS (GRADE 5 CRS) I I TYPE 'C'- L/4" Dle_ SELF DRILLING SCREWS (GRADE s cRs) I � N � r � INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR OR 0 M INTO METAL STRUCTURES (HEAD/SILL/JAMBS) II INTO METAL STRUCTURES (HEAD/SILL/JAMBS) I Z (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 3 C) LL c ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I (STEEL M CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) -' V I Lm __ --AT SILL. - F_,E 'B2'- 1/4' DIA ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) IMO CONCRETE OR MASONRY = 2-1/2' MIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE 1" MIN, - 1_3/4- MIN. EMBED INTO CONCRETE - - - - INTO METAL STRUCTURE = 3/4" MIN. _J WOOD AT HEAD OR JAMBS SG a 0.55 MIN. CONCRETE AT HEM, SILL OR JAMBS 1'c - 3000 PSI MIN. a n g NOTE: C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. ° o o W ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION SILL RISERS �R F REVIY® 9 SEE SHEETS 15. A k 18 FOR OPTIONAL SILL DETAILS fl.g Pt. CRg W'fh W Ng11�D 3 WITH GLASS CHARTS ON SHEET 13 AND SHEET 133 FOR CAPACITY tsvlcing adu d o LOWER APPLICABLE VALUES CONTROL. Amegtv9cs Ne T1' b' 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B Z ANCHOR TYPE B '''3+`ra:ieB U9ie TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE DIRECTLY INTO 3 KSI CONCRETE _ A c a PLEASE SEE FOLLOWING SHEETS FOR DETAILS.m N nit :o' (4rlr .2 o - p - W a0 d C o - 1' a LIMIT EXT(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. " 70582' TYPICAL ANCHORS PO ED k HPRDENED� IN CLUSTERS 1 TA /NON -SHRINKAGE AT MTG. STILE rl i �C �- HIGH STRENGTH GROUT do INTERLOCK ENDS R S{ATE OP Cy�� drawing no. V� = 5000 PSI MIN. SEE CHART MA 0 5 y p � ^ NOT BY C.G.I. 2018 i '•.AEORID!•.'• �� MUST TRANSFER SHEAR FOR QUANTITIES SSWh•', �y®� W-3 LOADS TO STRUCTURE "ItY,AL0\\\\` sheet _150f 28 DESIGN TOAD CAPACITY - PSF (ANCHORS) PANEL W. MCNES E HOCM INCNE9 HEAD ANCHORS SILL ANCHORS (TYPE A. B A: C) (TYPE B2) CLUSTER AT CLUSTER AT STNE/WRRLOCK ENDS SOLE/IMERLOCK ENDS 4 8 a 4 8 8 EXT,(+) M.(+) EXT .(+) EXT.(+) INT. - INi. - IM.(- INT.(- INT.(- INT. - 24-1/8 30-1/8 36-1/8 42-1/8 48-1 /8 54-1/B 82 s0.0 - ao.0 - - _- 80-0 - 60.0 - - 60.0 - - 76.2 90.0 - 72.4 80.0 - 89.7 80.0 66.8 60.0 - 83.4 80.0 - 1 62.8 80.0 - 59.5 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 46-1/8 54-1/8 84 I 80.0 - - 80.0 - - 80.0 - - 80.0 - - 75.5 80.0 - 71.8 80.0 - 67.8 80.0 - 64.3 80.0 - 62.3 80.0 - 59.1 80,0 80.0 56.4 80.0 80.0 55.3 80.0 80.0 24-1/8 30-1/e 36-1/8 42-1/8 48-1/8 54-1/8 90 60.0 - - BOA - - 79.7 80.0 - 75.6 80.0 - 69.2 80.0 - 65.6 80.0 - 61.9 80.0 - 58.7 80.0_ 60.0 56.7 80,0 80.0 53.7 80.0 _i2 8 79.2 80.0 50.1 73,1 _WO0 80.0 24-1/8 30-1/8 36-1/e 42-1/6 48-1/8 54-1/8 96 80.0 - - 80.0 - - 73.8 80.0 - 69.9 80.0 - 63.9 80.0 - 60.8 80.0 - 57,0 80.0 80,D 54.0 80.0 80.0 51.9 77.9 80.0 49.3 1 73,9 80.0 48.2 72,3 80.0 45.7 68.6 80.0 24-1/8 30-1/8 I 36-1/8 I 42-1/B 48-1/8 54-1/a 102 60.0 - - 60,0 - - 60.0 - - 60.0 _- 59.3 60.0 60.0 56.2 60.0 60.0 52.7 60,0 60,0 50.0 60.0__ 80.0 47.9 60.0_ 80.0 4_5.5 60.0 1 80.0_ 44.3 60.0 60.0 42.0 60,0 60.0 24-1/8 30-1/8 36-1 /8 42-1/8 48-1/8 53-1/8 108 60.0 - - 60_0 - _- 60.0 - 60.0 _ 55.3 60.0 60.0 52.3 60.0 60.0 _ 49.1 60.0 60.0 48.6 60.0 60.0 44.5 80.0 42.2 60.0.--" 60.0 _60.0 41.6 80.0 60.0 39.4 59.1 60,0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 114519 60.0 60,0 60.0 - - 57.2 60.0 60.0 j _ 60,0 60,0 49,2 60.0 60.0 45.9 60.0 60.0 43.6 80.0 60.0 _ 41.5 60.0 60.0 39.4 59.1 60,0 24-1/8 30-1/8 36-i/a 42-1/8 48-1/8 120 60.0 - -_ 80,0 - i 56.9 60.0 60.0 54.0 60.0 60.0 48,8 60.0 60.0 46.3 80.0 60.0 43.1 60.0 60.0 40.9 60.0 60,0 38.9 $8.4 60.0 36.9 55.4 60.0 IN CLUSTERS TYPICAL ANCHORS AT MTG. STILE IN CLUSTERS TYPICAL ANCHORS 4.11 & INTERLOCK ENDS 1BY WOOD BUCKS AT MTG. STILE IN CLUSTERS METAL STRUCTURES 'y 3 KSI SEE CHART k INTERLOCK ENDS AT MTG. STILE SEE NOTE SHEET 1 SEE SPEC BELOW CONCRETE FOR QUANTITIES SEE CHART &INTERLOCK ENDS • FOR QUANTITIES SEE CHART Z EDG DIST. 3 5/A" . FOR QUANTITIES m m EDGE'dIST. , 3 CONCRETE .5/8"- 3 KSI EDGE 3 5/8" F f _ DIST. --I- •,.. • d � i�luVu ,F ••• SOC u z z x•z 0ton. W • ANCHOR TYPE A "'r=i, ANCHOR TYPE B m u=i ANCHOR TYPE C • • • + • • O' .0 g M 4 THRU 1 BY WOOD BUCKS o DIRECTLY INTO 3 KSI CONCRETE o INTO METAL STR/O1M,M0 • 000 0 a o INTO 3 KSI CONCRETE OR APPROVED �V dS. • J • 0 .6 b }O WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS I INSTALLATION CONDITIONS SHDWhL APPLY TO • • • Q w H 1 !0 - TRANSFER MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH• TYPICAL ANCHORS: SEE EIEV. FOR SPACING LTHEM TO THE BUILDING STRUCTURE. I STD. FRAME HEAD AND SILL • • • • • • Q W w - AT HEAD - - - - - - - -- -- - AT JAMBS--- _ • s • • • i • I-TYPf 'A'- 1/4" X -1 /4" a ON BY ' f'O' (Fu�177 K51, Fy-155 K51) -1 F E 'A'- 1 /4" D ULTRACON BY ' C0' (Fw177 K*,•y-109•KSI) •� • = • • • THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTS • • • • U m 1-1/4" MIN. EMBED INTO CONCRETE Ii 1-1/2" MIN. PENETRATION INTO WOOD • • • I C 1 THRU 2BY BUCKS INTO CONCRETE THRU iBY BUCKS INTO CONC. OR MASONRY • • • • • ••••• 1/2" MIN. EMBED INTO CONCRETE I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • • • • i • ,� O ti•i TYPE 'B'- 1/4' X 3-1/4" ULTRACON BY 'ELCO' (F-177 KSI, Fy�155 KSI) TYPE 'B'- 1/4' DIA ULTRACON BY 'ELCO' (Fu -177 KSI•, •j•I55 KR) • •• 55$�� lIUUJJII DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC. OR MASONRY • • • _ 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY _ ? c TYPE 'C'- 1/4" D A. SEF DRILLING SCREWS (GRADE 5 CRS) I I TYPE 'C'- L/4" Dle_ SELF DRILLING SCREWS (GRADE s cRs) I � N � r � INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR OR 0 M INTO METAL STRUCTURES (HEAD/SILL/JAMBS) II INTO METAL STRUCTURES (HEAD/SILL/JAMBS) I Z (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 3 C) LL c ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I (STEEL M CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) -' V I Lm __ --AT SILL. - F_,E 'B2'- 1/4' DIA ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) IMO CONCRETE OR MASONRY = 2-1/2' MIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE 1" MIN, - 1_3/4- MIN. EMBED INTO CONCRETE - - - - INTO METAL STRUCTURE = 3/4" MIN. _J WOOD AT HEAD OR JAMBS SG a 0.55 MIN. CONCRETE AT HEM, SILL OR JAMBS 1'c - 3000 PSI MIN. a n g NOTE: C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. ° o o W ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION SILL RISERS �R F REVIY® 9 SEE SHEETS 15. A k 18 FOR OPTIONAL SILL DETAILS fl.g Pt. CRg W'fh W Ng11�D 3 WITH GLASS CHARTS ON SHEET 13 AND SHEET 133 FOR CAPACITY tsvlcing adu d o LOWER APPLICABLE VALUES CONTROL. Amegtv9cs Ne T1' b' 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B Z ANCHOR TYPE B '''3+`ra:ieB U9ie TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE DIRECTLY INTO 3 KSI CONCRETE _ A c a PLEASE SEE FOLLOWING SHEETS FOR DETAILS.m N nit :o' (4rlr .2 o - p - W a0 d C o - 1' a LIMIT EXT(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. " 70582' TYPICAL ANCHORS PO ED k HPRDENED� IN CLUSTERS 1 TA /NON -SHRINKAGE AT MTG. STILE rl i �C �- HIGH STRENGTH GROUT do INTERLOCK ENDS R S{ATE OP Cy�� drawing no. V� = 5000 PSI MIN. SEE CHART MA 0 5 y p � ^ NOT BY C.G.I. 2018 i '•.AEORID!•.'• �� MUST TRANSFER SHEAR FOR QUANTITIES SSWh•', �y®� W-3 LOADS TO STRUCTURE "ItY,AL0\\\\` sheet _150f 28 @ HARDENED RENGTH GROUT (RINK, NON-METALLIC 000 PSI MIN. - CGI WINDOWS L SFE SHEAR 'O STRUCTURE Lo =��li M CQ ©MIBM U41 E� 1, 1 o 0 Ll (Ju m M O Z Q Q N � ry d s Qdo O N-- ` U • • IL WN 0000•4 i LL �..._WEEP SIZE i/4' 9(01/8'• •�••• �0 g • .— REFER TO�i1?R VARIOUS 0000 Q Q13rii C� • • INSTALLATION COIISI!1tts • Q' i! • 0000 •00• ZN:w • OPTIONAL SLAN? "LOL ADAPTORS • Q �, • • 00.00• • •• •• •• • 0000 • � N U 'a • • • o C Y00 000• • • • V 0;0 • DLrORllFNE SILL'Itqty I Lft OFFICINAL OPTIONAL = N m rr t9L 2 Z J O PROMC r REyY®r a,•xwiU tie Yiriic Aae1 -2- -kilL2.L SILL RISER '_" `_^ '_' 8.7 REOD. FOR LOADS 6 �+— 1 ABOVE +60 PSF g SILL RISER READ. FOR LOADS v ABOVE +60 PSF Jl " w Woo Q ' �11-- LJ�JIlJ L1_J PD T-il NIC. ° 3 KSI CONIC.; ,� 3 KSI CO MAR 0 5 HIS p'sTaTEOF ��/ drawing no. W10-31 THREE (3) TRACK DOOR DETAILS TYPICAL F01 OSII" � 1 . •. I~ ®I �a -- �.to EXTERIOR 1X6 OR LARGER WOOD BUCKS n WOOD STRUCTURE EXTERIOR e INTERLOCK (REINFORCED) — NOM. PANEL WIDTH DOOR FRAME O O • • 1/2" MAX. Z q m ••••• LOAD BEARING 44 SHIM w . ••• • IL vo, r z — u. 0 U p Zp 30 too .•••• —� TYPICAL ANCHORS O 0a0t0 • SEE ELEV. II FOR SPACING If _ LL z to e N O w O/ INTERLOCK (REINFORCED) #10 X 1-1/4" SS PH SMS 1 PER CUP O 3 PER PANEL AT 18" FROM EACH END M2 ANO AT MIDSPAN 3/4" SS FH SMS 1 PER CLIP THREE (3) TRACK DOOR DETAILS FIXED PANEL EXT. I MAR 0 5 2018 :til � Y le • � � drowing no. W10-31 �\ sheet I7 of 2g • • �u V IM O • • I Z q m ••••• 44 . ••• • IL vo, • — u. 0 • too .•••• 080 ••• •••• O 0a0t0 • LL z to OPA.NEIL •• _ D—L_CT-■-�T• � N I C WIDTH 15 m 0 + O n I x ASTRAGAL owouc T REYMM u �VIYIms with da 1111111" H 0 N A.ep4.—No C.Pir.tiee 0.1 17 1p1 Z � N 3 1/4" MAX. LOAD BEARING METAL O O V SHIM STRUCTURE O 11 TYPICAL ANCHORS SEE ELEV. II FOR SPACING z II 0t�' W _ 11 I duo o � FIXED PANEL EXT. I MAR 0 5 2018 :til � Y le • � � drowing no. W10-31 �\ sheet I7 of 2g • • SILL RISER OPTIONAL FOR LOADS ABOVE +60 PSF LOADS ANCHORS u c� ANCHORS rTrU_�zI IKACK DOOR DETAILS \`��I111111 fI/rr LL No 7p592MAR0A 2019 - , .f9TATE OF �'�\ drawing no. �U m _J _U o df A J • • O •• • •••• 000�.� • C n •••••• WEEP SIZE 1/4" X 1/8" • 0 �jyfq REFER TO SHEET 15 FOR VARIOUS INSTALLAQjJ•f•( NTIONS • 00 a w •••• 0 •••••• • • • • • �+j C •• •• • • •• •• Z _ LLZy •••••• (� • • • j�$jS Q W � f OPTIONAL SLANT SILL ADAPTORS• • • • 00 • do • • C �� DECORATIVE SILL COVER OPTIONAL '^ 00 S 0 K .0 C II � am" o �i -0 n j C Z 4 SILL RISER OPTIONAL FOR LOADS ABOVE +60 PSF LOADS ANCHORS u c� ANCHORS rTrU_�zI IKACK DOOR DETAILS \`��I111111 fI/rr LL No 7p592MAR0A 2019 - , .f9TATE OF �'�\ drawing no. TYPICAL c FOR AL ANCHORS ELEV. FOR SPACING 1/2" MAX. )AD BEARING i#10 X 1-1/4" SS PH SMS SHIM G. .� t PER CLIP H _/B X 3/4" SS FH SMS M21 PER CLIP I i DLINTERLOC . .O. K FIXED PANEL (REINFORCED) L1BY WOOD BUCKS SEE NOTE SHEET 1 1/2" MAX. WOOD STRUCTURE SEE NOTE SHEET 1 EX liii� o MPANEL WIDTH3PANEL WIDTH • D.L.O. J� •000000 OR ._ •• •• � Z •� • n O O 0000• • ja • �"J ; • • • a �i m i i E9 • • 0000•• .-. . ASTRAGAL • • • • • • • • • • • • g C EXTERIOR • • • • g n •RODt1C F RL'VI�► O F- n '-------.6WC1nMC'bB wfii Ue FbAk p W . g nde of AC,cptwcr No i7- C 4 � rpa�et C•wi �' 3 r•1 M � /10 X 1-1/4" SS PH SMS t PER CLIP Z '^ 1 L'/ 3 PER PANEL 1/4" MAX. 5 a p o AT 18" FROM EACH END M2 LOAD BEARING METAL _ O AND AT MIDSPAN SHIM H U .NCHORS STRUCTURE C% o = J ING #8 X 3/4" SS FH SMS 1 PER CLIP 1 EXT. FIXED PANEL TWO (2) TRACK DOOR DETAILS _ Y} MAR 0 5 2018 TYPICAL ANCHORS SEE ELEV. FOR SPACING W W l R NG' W 01 AI ISF STI I FOUR (4) TRACK DOOR DETAILS DOOR DETAILS (ESILL RISER SI REDD. FOR LOADS ABOVE +60 PSF RISER FOR LOADS I" E +60 PSF ry ii rli A07J IAK u 0 201 \\\\\\I111A1ll O A �NBFI' ... iNo. �'tr(STAif,OF :.4y�: drawing no. cti6R1D^_r9`` W10-31 REFER TO SHEET 15 FOR VARIOUS V V INSTALLATIONDITIONS. C••O•i•N FMS.. I • ahq 4 m V0'•� s. 0.000•`Q ••i• s Om -EP SJZE 1/4"•1t �� -WE �R • O, & $ • +-•Ti—__i • i • Q a p S • 0ii•i• d •• •• LL Zit m • •••ii• � jn$Q • • ab�f .. �l00 F,4,* OPTIONASLANT SILL ADAPTORS DECORATNEnSILL COVERe OPTIONAL 0 n 3 s c z n U ii �1 G--1 nim R NG' W 01 AI ISF STI I FOUR (4) TRACK DOOR DETAILS DOOR DETAILS (ESILL RISER SI REDD. FOR LOADS ABOVE +60 PSF RISER FOR LOADS I" E +60 PSF ry ii rli A07J IAK u 0 201 \\\\\\I111A1ll O A �NBFI' ... iNo. �'tr(STAif,OF :.4y�: drawing no. cti6R1D^_r9`` W10-31 TYPICAL ANCHORS TYPI( WOOD BUCKS 22 1/2' MAx. WOOD STRUCTURE SUCK 1/4" MAX. L3 LOAD BEAKY SHIM EXTERIOR N10 X 1-1/4" SS PH SMS I PER CLIP 3 PER PANEL AT 18" FROM EACH END M2 AND AT I,IOSPAN g8 X 3/4' SS FH SMS 1 PER CLIP ICAL ANCHORS ELEV. - SPACING G1 4` MAX. BEARING SHIM MAR 0 5 201# 3m 0 ' Z q J METAL • • TRUCTUR£•••.• qr 0 1' Z q R Q LL z < •�� EAp-dm ww ANCHORS • ry ` EXTERIOR d y 10•JypICAL. SEp ELEV. • • • • d • • • SPACING o !y 1 • fgR • O r �! 0• Cnca • •..� ' • 8 •• NO• ••�) •• •• Z� • •••• w� • J gym¢ V Q oTCIE r • • � c 02No �i Qrt n 3 m METAL ¢ STRUCTURE z J� TYPICAL ANCHORS SEE ELEV. FOR SPACING MAR 0 5 201# 3m 669 FI L a R EAp-dm ww ` EXTERIOR d y 1a1 DOOR FRAME WIDTH MAR 0 5 201# 3m AT 6" FROM ENDS & 12" O.C. 3 5/8" 3 5/8" 1 3/4" 1 ' (4) ANCHORS-- _ �a (6) ANCHORS I1 ou (8) ANCHORS 6" � 6" 3• 8" 3" TWO (2,) TRACK THREE (3) TRACK FOUR (4) TRACK .ABLE FOR OUTSIDE CORNERS ONLY CONFIGURATIONS ARE LIMITED TO ±60.0 PSF #10-16 X 1/2" �Y o Z HH SELF DRILLING SCREWS h m AT 6" FROM ENDS & 12" O.C. 0 q 9 Z © 135' CORNER Q 2 • 6 6 OOJry` 0 /10-24 X 1/2" • •••• • • PI� 1'V1 FH THREAD CUTTING SCREWS 1 O.C.oz • • • t1 �` • AT 6" FROM ENDS & 12" • • • O • • • n • --- ... .• • apZ1M"•O -_-- ... 0Ec ED WELDED JOINTS I • • • • • • Q w y ? EAD/SILL E32 — 2 • • • • • Z m „�81 • •• �sy{ QWiQfF • 1 • r __ • pA`t' ••••• U•••� Opo •••• z S y l] w � EXTERIOR I MITERED WELDED JOINTS c =N o ATHEAD/SILL N N M PANEL WIDTH DOOR FRAME WIDTH C,•_ `0 b � h oAODUC C itEvmm (4) ANCHORS16' u ou�wptyixg 11C Ne Wwilpe bustling Ceia � � � Aoeepia•ce No - I Z My rt'liuY ro•ueeGWd (6) ANCHORS g• 3. o �y, 0 (8) ANCHORS No. 21, M==. I•�= MAR 0 5 1018 �o`•.•,;�TAT6bF :'s'� drawing no. TWO (2) TRACK THREE (3) TRACK FOUR (4) TRACK � per• OM ��aG 11`I Q-3 r• TYPICAL PAD PILE INSTALATION LOCATION ITYPICAL AT PANEL 4 CORNERS WIDTHNOM* PAN El EXTERIOR MOUNTED C3 C Z�.-. off.. a POCKETED JAMB q ,. TYPICAL ANCHORS ��(�f� ) TYPE A, B OR C 6" FROM ENDS Z y^ O a • o/ AT AND 9" O.C. INTO WOOD/CONC./METAL P 6" O.C. INTO BLOCK ONLY i e n MIN. 1-1/2" MIN. WOOD EMBED • 0 O i SEALANT EDGE DIST. 1-1/4" MITI. BLOCI6 EMBED • • • • • O N a 1-3/4" MAI. CONIC. &ABED THINKNESSc µNI 1/8" MIN. MZ**L q�1�y • / . • • IO` G u, m V D 1 KAP •• •• yja • o�og., ...._-._ 0' W Z0 N Q Z •••• • _ • • • • W N \O� •••••• ••••• Q W• EXTERIOR • • • • ,_ i • Q Z �` •• • • •• 0�••GAp •••• • -� Z 25 _ � Q W 0 w Of N C POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ - 41 N ; n I MAR 0 5 1015 °RODUCrIQEymms C3 C Z�.-. off.. a a -wyug -*t Vs Y/s�iyp "tea aam MAR 0 5 1015 °RODUCrIQEymms s a -wyug -*t Vs Y/s�iyp "tea aam q ,. Aw e+prru�Ke No 1 tlue nme s g u� an.41� sial, ,-o�o�, c w OW2 e W10-31 CODE PART No. DESCRIPTION MATERIAL MANUP. REMARKS E1 CGI -183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - E2 CGI -151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - E3 CGI -186 FRAME HEAD 2 TRACK 6063-T6 CCI EXTRUDER - E4 CGI -153 EXTERIOR INTERLOCK 8063-176 CGI EXTRUDER - E5 CGI -154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER 'j"" E6 CGI -155 MAIN STILE 6063-T6 CGI EXTRUDER - E7 CGI -156 TOP & BOTTOM HORIZ 6063-T6 CGI EXTRUDER - ES CGI -157 SILL RISER 6063-T6 CGI EXTRUDER - E8.1 CGI -181 ALT. SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - E9 CGI -158 INTERIOR TRACK ASTRAGAL 6063-76 CGI EXTRUDER - E10 CGI -159 INTERLOCK REIN FORCING (LENGTH = FRAME HT. - 8") 6063-T6 CGI EXTRUDER - Ell CGI -182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - E12 CGI -161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - E13 CGI -185 FRAME HEAD 3 TRACK 6063-T6 CCI EXTRUDER - E14 CGI -168 OUTER TRACK ASTRAGAL_ 6063-T6 CGI EXTRUDER - E15 CGI -170 POCKET HOOK 6063-T6 CGI EXTRUDER - E16 CGI -121 7/16" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - E17 CGI -123 1' GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - E78 CCI -153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - _- E19 CGI -154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - E20 CGI -155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - E21 CGI -156A TOP & BOTTOM HORIZ (OPTIONAL) 6063-T6 CCI EXTRUDER - E22 CGI -158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E23 CGI -168A OUTER -TRACK ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E24 CGI -180 DECORATIVE SILL COVER (OPTIONAL) 6063-T6 CGI EXTRUDER - E25 CGI -184 2, 3 & 4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - E26 CGI -187 2, 3 & 4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - E27 CGI -188 FRAME JAMB SCREW COVER (OPTIONAL) 6063-T5 CGI EXTRUDER - E28 CGI -1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - E29 CGI -1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER - E30 CGI -1330 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - - E31 CGI -1057 FEMALE CORNER ADAPTOR (90') 6063-T6 CGI EXTRUDER - E32 CGI -1058 FEMALE CORNER ADAPTOR (135') 6063-T6 CGI EXTRUDER - E33 CGI -1059 MALE CORNER ADAPTOR 6063-T6 CGI EXTRUDER - M1 CGI -382V GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - - M2 CGI -1710 FIXED PANEL CUP (2-1/2' LONG) 6063-T5 - 3 O FNED PANEL M3 CGI -173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL MID CGI -176 FRAME HEAD ANTIUFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. Mil W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. - M12 - BOTTOM RAIL STIFFENER, i" LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL M13 A-51-PRS-150-C2SS ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL M13A 1964 ROLLER ASSEMBLY AT CORNER PANELS ST/S7 AMESBURY 2 PER OPERABLE PANEL M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 M14A PS01-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A M15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 #lOX3/4" PH M15A SGD-507N KEEPER 21NC INTERLOCKS INST. W/ 2 /10X3/4' PH M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 #70X3/4' FH M16APSO1-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 /1DX3/4FH M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - Mi9 SCS2000 SILPRUF SEALANT SILICONE GE - M20 CGI -177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EQUIV. 4 PER PANEL M21 WS -202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAS OR EQUN. 1 PER INTERLOCK/ASTRAGAL M22 WS -201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUN. M23 HD -12-10042 .350' REACH POCKET SEAL - AMESBURY - S2 - /10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - 2 OR 3 PER CORNER PROrMC r REvrlor "emp0q: sill, the Vi411ic b.".x SAHs Awrpf-" Nodn17-12f�O EsFaiw Det.{ g f '1.x.1 -4 Mn m' Rr4 P MAR () 5 2018 111��1(41��111,p1,1////I to T tr_� ii i�c a 8 drawing no. u! m O n H • a 4 $� •• • • �y W • ly �C,m LL 0000 • f • O SINGLE LOCK; FOR ALL PANELS WITHOUT 60�2VMS • • > a IEE AT TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCA • ~ MAIN STILE AT 40" FROM BOTTOM *me* f••• SS MORTISE LOCK (PART #SGD-500) (PS01-OaT.�� ll ! • 0 t 1%v 2 � n ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) 0000 Q� m d 1 IL Q ul *04 ZINC HANDLE SET (PART #SM5500) & (PART �51NPNOWH) • -Aj , ul '^ ZINC KEEPER (PART #SGD-507) (PART #SGD-•9 0 0 • • 8 m 1 IP •• • DOUBLE LOCKS: READ. AT 90' AND 135':Cb%E'*PANELS ONLY• TWO POINT LOCKS LOCATED AT MAIN STILE AT•40" AND 78" FRAM BOTTOM 0 • • • • � f 'j"" SS MORTISE LOCKS WITH RECESSED ADAPTORD (PAST IHD-331:141) c• rn SECURED WITH (2) 10-24 X 1/2" FH SCREWS• • • "� BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTA:HF,p • • y • 0 L• 0 CONNECTING BAR (PART #HD -3310142) • >, • • 0 r,n ZINC HANDLE SET 0 LJ SECURED WITH (2) 6-32 X 1-1/2" OH MS -0 N STEEL KEEPER (PART #HD -3310143) = c SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS c N LO n 3 N 1 � 3 rcO1' E5z N C Z J 3 O _ yj O� i 8 42 PROrMC r REvrlor "emp0q: sill, the Vi411ic b.".x SAHs Awrpf-" Nodn17-12f�O EsFaiw Det.{ g f '1.x.1 -4 Mn m' Rr4 P MAR () 5 2018 111��1(41��111,p1,1////I to T tr_� ii i�c a 8 drawing no. 4.735 ,.070 .860 �T----, .250 FRAME HEAD 5.921 .070 .847 1.250 ty FRAME HEAD (3 [-.675 -4 995 .1050 975 1.184 4� GLAZING BEAD LAM. GLASS 995 .075 .075 1.508 �y .070 2.600 I 070 2.600 E7 TOP/BOTTOM HORIZ -40 7 .7�f25 ,065 .664 .640 .753 3.000 995 i T - I �I I .070 4.735- -"i � 5.921 - I �"IC .125 E1 FRAME SILL (2 TRACK) 1t1.490 1-415 M2 FX..O PANEL CLIP FRAME SILL (3 TRACK) I I Lj p 3.750 3.750 -- 2.005 755 -a» �V. r�� Fo--2.755 ,07p I . E6 1366 I .125 MAIN STILE O .695 I 1 1. �10 1.70 O 3.572 .070 1255 OUTER TRACK ASTRAGAL STILE ( @ INTERIOR TRACK ASTRAGAL STILE 995 �- .095 �Iy 1.770 -1.415 .060 Fes- 2.005- E05 .005 -E5 INTERIOR INTERLOCK 1.186 995 060 31 1.501 3.000 E4 EXTERIOR INTERLOCK 1.825 �{ ! I .725 125 � 7.310 INTERLOCK REINFORCING EB SILL RISER (OPTIONAL) 3.188 ---� { �--3.188-- 070 1.625 .582 L 2.120 POCKET HOOK 1.255 0--Z.UUo� INTERIOR TRACK ASTRAGAL (OPTIONAL) % f-.625 1,920 LL 2.670 I -i 2a .625 SILL COVER(OPTIONAL) E23 OUTER TRACK ASTRAGAL (OPTIONAL) K -ith as Hdi• Ne L Zl • 2 t7 Wn INTERIOR INTERLOCK (OPTIONAL) -� -bl .572 ICG G .741 cg� ii 2.591 I u& 3.341 062 c w _T .625 �- ° o -^!.Viol 0 5 in)e �-_ ,po` ,1111�, l R M OF ;�°V�= Browing no. W10-31 ,.340 -1r U -q f-'-.120 II {� m T �;85 .995 050 975 I I Z n n % 1.184 4- 3.255 �] Q � 01- 4.250 . 4 m m OO- O o U Q 1 GLAZING BEAD LD Oto a d n n INSUL. LAM. GLASS ar p t LL 99• • 0000•• O 0 m r 1.186j� • • • • i l • CC S • • TOP/SWTOM•HORIZ (OP91"m)) 0 dy or p • • 1.507 .060 1.631 • • 0 • 5.000 -- 0000 • K W • •0••.070 • Z� .156 • 1.490 • • • • • • • •1 Af t- .� Zn �Lrp� a Q W Gr i r _ Imo- 3.000 -� �• • • = 0000 0 lZS • • • • `-' V• • • 1 EXTERIOR INTERLOCK (OPTIONAL) q c •00.0• • ® 75 3.750 • • • •MAIN STILE (OPTIONAL) • �• 0 • 4 p- 5-- • • • 0: &5 • • • N ? a q 1 1.415 3 n1.770 �3.572 .060 'f' V 3C Z0 2.005 O 1.255 0--Z.UUo� INTERIOR TRACK ASTRAGAL (OPTIONAL) % f-.625 1,920 LL 2.670 I -i 2a .625 SILL COVER(OPTIONAL) E23 OUTER TRACK ASTRAGAL (OPTIONAL) K -ith as Hdi• Ne L Zl • 2 t7 Wn INTERIOR INTERLOCK (OPTIONAL) -� -bl .572 ICG G .741 cg� ii 2.591 I u& 3.341 062 c w _T .625 �- ° o -^!.Viol 0 5 in)e �-_ ,po` ,1111�, l R M OF ;�°V�= Browing no. W10-31 4 FEMALE CORNER ADAPTOR (90') jkt62) FEMALE CORNER ADAPTOR (1 35 MALE CORNER ADAPTOR 1.375 .0 0•••••• �W2iDO065 _•Y�• Y 1.3615 0 � 4.765 FRAME HEAD COVER 0ag sI aZ3an pv 640�O 1621 O0 • 6?1iiii•••.1�. to'- .344 ••�.0 •••• •mg@nGm^m C i1g .625 g•06 0 SILL COD! Oaou NO FRAME JAMB (2 TRACK) ••••• :0* •• • .24 �{I 1.375 •••••• •••• i•9• ,•••• •6 630- 7"` fLL_Hl,tix•y• tjmo1Ij_0 i' �S�JQQ(O.260 1.620 - -_�.I dI "' ©®•••• FRAME JAMB COVER .0C••i • .725 - .1250 • • • • 51 _0 065 1620 00 .545 • • • • t Oy0 _�II� 1.620 - —� • • ••• I .065 •••• I C ��^ • N rn M p n I 4�- .664 �! I.� 3 M .625 FRAME JAMB (3 TRACK) 12 FIXED PANEL CLIP 3 O—� 0 •RODUC f REV>IIIlgIIlI;, a 0-4 4tag with aft Mkd* E+Pi``ntlM Ibte ,� �'+�' Raab Pnoaluct Co•Nol MAR 0 5 2018 r.,:., No. 70We drowinq o no. 7.750 --- 080 .925 .857 1.250 FRAME HEAD (4 TRACK) .080 2.600 753 7.730 E29 FRAME SILL (4 TRACK) 7 FRAME JAMB (4 TRACK) / / kME 1RA 4 T IA FRAMEBOTTOM CORNER 4 TRACK SHOWN 1-0 s2 I � � •RODUC C REVl9&p � � W / =:N". �.vtrx w1t0 ik Flary� - � � E .Oa `u i - N*i 7192 pi's Aid of •./y�� arow� ng no. W10-31 UI Al V M o Oz np Z o � w4 Ir • OGV')� • • 0000•• •aooff 0:" r.+ * pa � • • • • • •• • 0000 Oz� •. •••••• ••• ••00.0- • 0.0• 0000 Qwmg$ ••0• 0000•• •00• • • � •••R, • • 00 so •• 0.000: M • • • op� 0000•• :.o.:. • • •0 • 00 • • O M cz�� w ;U��k 1-0 s2 I � � •RODUC C REVl9&p � � W / =:N". �.vtrx w1t0 ik Flary� - � � E .Oa `u i - N*i 7192 pi's Aid of •./y�� arow� ng no. W10-31 FRAME TOP C( 3 TRACK SHC FRAME BOTTOM CORNER 3 TRACK SHOWN FRAME TOP CORNER 2 TRACK SHOWN FRAME BOTTOM CORNER 2 TRACK SHOWN m �RODUC f REV68Fi �4aiAi.t°WV4� with tic.F7wi4 AKririrc No � .. 2 �!Y�tlw Oro eaa 90 _ A Nin u��i� o 2Q18` ® s7ATls of drawing n0. �`kOR10R•'' \ �� h • q 0 J Q M C: a <�o O dO."._� U yyN�� j •.... '. '•: °o 13 be, . •.. .... .p a %b • ♦1 .1•• Q W ONO • PANEL TOP/BOTTOM CORNER MITERED BEAD CORNER (TYP:A" • • • • �tl • • • • • • • 0•• • • • • • S2 u=i C 0 3 NM I p M n 30 .� a O y w yG��€ c v 0 0 e PANEL TOP/BOTTOM CORNER u i SQUARE BEAD CORNER (OPTIONAL) Nin u��i� o 2Q18` ® s7ATls of drawing n0. �`kOR10R•'' \ �� MIAMI•DADE MIAMI-DADE COUNTY # PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economv CGI Windows & Doors, Inc. 10100 N. W. 25' Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by ami --Dade County Product Contro ec ' this product or material fails to meet the requirements oft applicable building code. This is ap ove as described herein, and has been designed to comply with the Florida ui)ding Code, the High Velocity Hurricane Zone. DESCRIPTION: Series "160 Sentinel" Aluminum Outswing Glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswina or (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq Co ated 01/03/13 and last revised on 02/13/18, signed and se rmg e rami -Dade County Product Control Revision stamp wit t e Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. • • 00: • • • • • •. INSPECTION: A copy of this entire NOA shall be provided to -the ale -Sl t ie a*i4fact rer or its distributors and shall be available for inspection at the job site at the request of -the l3f1;dirfg Official.• • • This NOA revises and renews # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. • • • • • • • • .oma------"--'_ The submitted documentation was reviewed by Jorge M. PCAencla, V.P. • . . .. . . . . % NOA No. 11-1226.05 Date: August 08, 2023 ` // bL `t e I2� i h •; • ; ; ; ;(Expiratio'n 4ptrovai Date: February22,2018 Page . .. .. . . .. .. ... . . . ... . CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9. 1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 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(+50.0 PSF, sill S -I only) 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, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5111 Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glas4 jntgjayel", gxpiripg qq 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastikian U13ediital Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saax � cflgposrte,ir;tgr yer w/ PET core", expiring on 12/11/18. ..... .. • • • • Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor ... • . • • • • 0 NOA No 17-1226.05 ;.; Fxplrati(In Date: August 08, 2023 :. •.: 4pray'ALIDate: February 22, 2018 E-1 ... ... 0 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). ....... . .. .. • 000 • •rge M. Plasencia, P.E. Prod t Control Unit Supervisor 0:0 • • • • 00. • • NOA No 17-1226.05 :•: Fxp3rati(In Date: August 08, 2023 • •.: : : 4prbw4Date: February 22, 2018 E-2 • • • 0 0 0 69* . 0 C6I Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 4. Notice of AE ptance No. 17-1114.14 issued to Kuraray America., Inc. o eir "Trosifol® ------U1 , 0,ear,_and Color PVB Glass Interlayers", expiring on 07/08/19.\ F. STATEMENTS 1. Statement letter of conformance to FBC 6` Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P,;�. 1. This ND-A-reti-ises�1.Q,A 4-1015.04, expiring on 08/08/1.8. 2. Test proposal #16-0947, dated 07/26/16, approve by RER. • ;rge� Ptasencia, P.E. •• :' Prod Qt �ont,,r*:)I.Unit Supervisor •' • 1V0•A +17-1226.05 Expiration Date: August 08, 2023 AdpCp p1 jwei February 22, 2018 E-3 ••• • • SERIES SENTINEL 160 ALUMINUM 0UTSW1 G. DOOF W SIDEI,ITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITM1144 •SIDELITES. • RDE LITES• CA: GOE QN ONE OR BOTH SIDES OF DOOR. 80ORS WITH STANDARD THRE9NOLD•APPROVED FOR INSTALLATIONS • �di1 ERE WIT T. F1L�RATION FtE IWANCF• IS REQUIRED. DOORS WIT. SAV: (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. • • •THIS PRGbyCT�I�A� BEEN DE91 •ANi TESTED TO COMPLY WITH THE • HIGjjHHDIA BUILDING CODE NCLUDINEH,IECOCITY HLWRI_,AC I4MNE (HVHZ) • IBY OR 2"y(0g0 BUCKS &• 9MR W*rENERS BY OTHERS, MUST BE DESIGNED ANO"IASTALLED ADEfiUAT♦L. TO TRANSFER APPLIED PRCDUCT LOADS TO THE W;b" STRUCTURE. ANCHORS 1-IPLL BE CORROSI&AfWOANT, SPACED AS SHOWN ON DETAILS AND INSTALLEf) PER MANUF S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAI•"Lj BE BEYONC RR� W*SSING OR STUCCO. A LOAF JOU:-l"1010 INCREAS9 46•4SED•IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, j40N-METALLIC AND NON-COMPRESSIBLE. MATEQI/'1`j�.g, I�I�l!C�LSDING BUT•NO'R U -04D TO STEEL/METAL SCREWS, THAT COME •1 vL"e1�TACT WITH OhHER D$SIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCEETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL.. 3/16- ANN. GLASS .075" SoOex CP With PET Core By 'Eastman Chemical Co.' .090" SoIT— Clear And Col., (ERS By 'Eastman Chemical Co L .090" SentryGlas I By Kuroroy Americo, In L.090" TrosNol P - By 'Kuraray America, 16" ANN. GLASS SILICONE DOWSIL 995 r DOWSIL 899 / GE -1200 } AT 1/4 POINTS GLASS TYPE 'A' 7/16. OVERALL LAZA. GLASS INSTRUCTIONS: USE CHARTS AS FOLLOWS. .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Gloss INTERLAYERS By 'Eastman Chemical Co.' .090" SentryGi.s By Kuroroy America, Inc.' L .090" Troeifol PVB By 'Kuraray Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 L 899 CE -1 � GE -1200 z � m s 1N 38 j \ i I o: I 53 AT 1/4 POINTS 7/16. OVERALL GLAZING OPTIONS STP 1 DETERMINE DESIGN WIND LOAD REQUIREMENTBASED ON WIND VELOCry, BLDG. HEIGHT, WINO ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (%X) DOOR CAPACITIES 5EE SHEET 2. STEP 3 FOR SIDELRE PANEL (0) CAPACITY SEE SHEET 3. STEP 4 FOR SIDEUTE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 774226.05 Expiration Date 08/08/2023 By / Nliami-DPde Product Control DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED._ FE131 5 3018 No,' 70592 =i`/// l Its Si:1� ^ IIa i!a II� rdrawing no. 13 3/16- TEMPERED GLASS } v 3/8" AIR SPACE 3/16" ANNEALED GLASS 1, L 090" Interlayer Safiex Geor And Color Glass \ By 'Eaetmon Chemical Co.' 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 ; DOWSIL 899 5/16" TEMPERED GLASS 3/8" AIR SPACE r-3/16' ANNEALED GLASS ` l .075' Interlayer Safiex CP With PET Core 1' By 'Eastman Chemical Co.' It \ it ' j x3/16' HEAT STREN'D GLASS 1 4h SILICONE rDOWSIL 995 I ! GEIL -1200 99 / 1 III e 38 12 1 XL EDGE SPACER .. STEEL BY 'CARDINAL' OR o ~`�,-RASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' \ / OR KOOISPACE 4SG TPS BY 'KOMMERLING' 53 AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. CUSS GLAZING OPTIONS of H Q d 0 OWM = roc � Ouv'M LL vourN I Op�mo Oaoo° O01 z -Q 3/16" TEMPERED GLASS LL W H 4 0 - Z m 3/8" AIR SPACE '1 -3/16- ANNEALED GLASS—--� By ' mraySentrAmerica, By Kuraray America, Inc.' r-INTERLAYERS- �: •^ 'I .090' Troeitol PV8I C By 'Kuraray Americo. Inc.' d "' 3/16' HEAT STREN'D GLASS i� q p o } SILICONE DOWSIL 995 O Of DOWSIL 899 so 'O 1' i GE -12200 C LL NM e 38 ii \ e p M n 12 L 4 J L 3 XL EDGE SPACER iL I ST. STEEL BY 'CARDINAL' w l O. o I �l OR N o DURAIEIL BY 'QUANEX' I U O OR- w / SUPER SPACER BY 'OUANEX' r -� / OR KOOISPACE 4SG TPS BY 'KOMMERUNG' _ I 53 AT 1/4 POINTS I I' 1 I o GLASS TYPE 'C3' 1- OVERALL INSUL LAM. GLASS ar PRODUCT REVISED as complying with the Florida 7 Building Code 1 Ilol 1 W i .OA-No. 17-1226.05 Expiration Date 08/08/2023 U Ilio nal ey'---„� Mla -0a roduct Control \,ILII ti lil , ; ��I�1 f EB 1 1018 NvO.N7 ssa t).7i:' ! drawing na. j } v N � \ Lli \ I 5 � n 12 \ / n XL EDGE SPACER I ' ST. STEEL BY 'CARDINAL' ' "----_LDURASEAL OR BY 'QUANEX' o w \ • • I / / OR SUPER SPACER BY 'QUANEX' OR • / KODISPACE 4SG TPS 13Y 'KOMMERLING' • • • • :1 ... _ • 53 AT 1 POI*90 • • GIlISS TYPj-`QL III OVERALL INSULaLA%GLAS! • • • • •• ••• •• • •••••• •••• • •••• • • • •••• • •••••. 5/16" TEMPERED GLASS 3/8" AIR SPACE r-3/16' ANNEALED GLASS ` l .075' Interlayer Safiex CP With PET Core 1' By 'Eastman Chemical Co.' It \ it ' j x3/16' HEAT STREN'D GLASS 1 4h SILICONE rDOWSIL 995 I ! GEIL -1200 99 / 1 III e 38 12 1 XL EDGE SPACER .. STEEL BY 'CARDINAL' OR o ~`�,-RASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' \ / OR KOOISPACE 4SG TPS BY 'KOMMERLING' 53 AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. CUSS GLAZING OPTIONS of H Q d 0 OWM = roc � Ouv'M LL vourN I Op�mo Oaoo° O01 z -Q 3/16" TEMPERED GLASS LL W H 4 0 - Z m 3/8" AIR SPACE '1 -3/16- ANNEALED GLASS—--� By ' mraySentrAmerica, By Kuraray America, Inc.' r-INTERLAYERS- �: •^ 'I .090' Troeitol PV8I C By 'Kuraray Americo. Inc.' d "' 3/16' HEAT STREN'D GLASS i� q p o } SILICONE DOWSIL 995 O Of DOWSIL 899 so 'O 1' i GE -12200 C LL NM e 38 ii \ e p M n 12 L 4 J L 3 XL EDGE SPACER iL I ST. STEEL BY 'CARDINAL' w l O. o I �l OR N o DURAIEIL BY 'QUANEX' I U O OR- w / SUPER SPACER BY 'OUANEX' r -� / OR KOOISPACE 4SG TPS BY 'KOMMERUNG' _ I 53 AT 1/4 POINTS I I' 1 I o GLASS TYPE 'C3' 1- OVERALL INSUL LAM. GLASS ar PRODUCT REVISED as complying with the Florida 7 Building Code 1 Ilol 1 W i .OA-No. 17-1226.05 Expiration Date 08/08/2023 U Ilio nal ey'---„� Mla -0a roduct Control \,ILII ti lil , ; ��I�1 f EB 1 1018 NvO.N7 ssa t).7i:' ! drawing na. j 6" HINGES SEE NOTE BELOW V U Y m J m � o m e 2 ANCHORS 81 1/2" TYPE A', B' OR 'C' DOOR FRAME WIDTH AT STILE ENDS SEE CHART FOR QUANTITY HINGES CORNERS I i / HINGES SEE NOTE-,, 4J __��% SEE NOTE BELOW � CCC"' BELOW SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - f PSF CLASS TYPES 'A', 'B%'Cl', 'C2' & 'C3' / X m THRESHOLD TYPESLOCK SETS INSUL. GLASS SPACERS STC. ADA SCH CC 1 BLDW CXL KOD I DUAN fO 96" 35' A ==-T� - o u 28 t/a" II 70.0 BO.0 ! - 28 1/4" 26 ' • • • •• •• • u • D.L. P. A Du BOLT D % ri 9 Y SHLT II I 11 • • --SEE S2 f _ A Il I rn II II II p fl \ II • •••• •• •• I li II I1 \ A II A -_ - ACTNE-. /It li 2 ANCHORS 81 1/2" TYPE A', B' OR 'C' DOOR FRAME WIDTH AT STILE ENDS SEE CHART FOR QUANTITY HINGES CORNERS I i / HINGES SEE NOTE-,, 4J __��% SEE NOTE BELOW � CCC"' BELOW so;.. SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - f PSF CLASS TYPES 'A', 'B%'Cl', 'C2' & 'C3' / X m THRESHOLD TYPESLOCK SETS INSUL. GLASS SPACERS STC. ADA SCH CC 1 BLDW CXL KOD I DUAN fO 96" 35' A y II '0 28 t/a" 80.0 70.0 80.0 80.0 70.0 1 70.0 BO.0 ! - 28 1/4" 26 ' • • • •• •• • u • D.L. P. A Du BOLT • • • • • AT STILE ENDS Y SHLT II I 11 • • --SEE S2 f _ A 3 POINT LOCK A SEE SHEET 10 A '/IY rn m p fl -R • •••• •• •• /It li i ACTNE T- INAC E so;.. SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - f PSF CLASS TYPES 'A', 'B%'Cl', 'C2' & 'C3' / X m THRESHOLD TYPESLOCK SETS INSUL. GLASS SPACERS STC. ADA SCH CC 1 BLDW CXL KOD I DUAN fO 96" 35' 1 • • r' '0 28 t/a" 80.0 70.0 80.0 80.0 70.0 1 70.0 BO.0 ! - 28 1/4" 26 ' • • • •• •• • u • D.L. P. CHORE \-TYPE D.L. OPG. • • • • • AT STILE ENDS 4 ANCHORS -TYPE • • T-P1�°1 ELEVATION TYPICAL ELEVATION A XX ) �QOR_Op-TIONS • •••• •• •• so;.. SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - f PSF CLASS TYPES 'A', 'B%'Cl', 'C2' & 'C3' GLASS INSULATORS: CXL a CARDINAL XL FRAMELEAF ( WIDTH (X%) HEIGHT WIDTH THRESHOLD TYPESLOCK SETS INSUL. GLASS SPACERS STC. ADA SCH CC 1 BLDW CXL KOD I DUAN 37-1/4' 72" 96" 35' 80.0 70.0 80.0 80.0 80.0 80.0 80.0 80,0 • � 2 1 _1/2" g6" 39-3/4" 80.0 70.0 80.0 80.0 70.0 1 70.0 BO.0 ! - • • •••••• • • • • NOTE: • • • VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. •••••• • • • • • FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING NOTE' PERIODS OF HURRICANE WARMNG. rn NaQu al � SURFACE APPLIED m;Q m ANCHORS QUANTITY AT STILE ENDS CHOR TYPE `lam C. 4 4 Z a 7 7 IY Opp p \ 0 C4 p M 0 0ILa� � I0 An t; I W I�z,p,I n Q Jzma w m i r � n \\ I I�VI�N LLI N^- �1:3 "11 I 0 r7 �I x WITH SADDLE (ADA) SILL 4' X 4-1/2" BUTT HINGES I Iv;'Aa TOP AND BOTTOM HINGES AT 6-7/8" FROM EACH END lelo lx ��z INTERMEDIATE HINGES EQUALLY SPACED IIT LOCK SETS: (3) HINGES PER LEAF UPTO 35- LEAF WIDTHS (STD. THRESHOLD ONLY) SCH = SCHLAGE (4) HINGES PER LEAF ABOVE 35" LEAF W'DTHS (STD. THRESHOLD) CC = COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) BLD - BALDWIN NOA-N GLASS INSULATORS: CXL a CARDINAL XL KOD = KONSPACE QUAN - OUAN,EX DURASFAL OUANEX SUPERSPACER FEB 1 5 2018 PRODUCT REVISED as complying with the Florida Building Code 17-122605 GLASS CAPACITIES ON THIS SHEET ARE DOOR D.L.o DIMS. o BASED ON ASTM E1300-09 (3 SEC. GUSTS) D.L.O. HEIGHT = FRAME HEIGHT - 12.875" Expiration Date 08/08/2023 AND FLORIDA BUILDING COMMISSION D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75" B DECLARATORY STATEMENT DCA05-DEC-219 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 r Miami -0' Product Control ''q i _.. _- V1�= �� i drawing no. 43 I/8" TYPICAL ELEVATION •••. Y n 1 42' sa m Ia w ma mio � • • • •CDFLITE LOAD CAPACITY - PSF OR STAND ALOOF ST4,TIPNARY PANEL (0) PRODUCT REVISED as complying with the Florida Code_ p • • • • FRAME • • •.LASS TYP,� A, 'B', 'C1 •GLASS TYPE • 'C2' GLASS TYPE 'C3' WIDTH ! HEIGHT . +) ilW_ - EXT.(+) J A SEE SH tt 30^ 0 33" 38' 37-1/8" 42^ • 80.0 00.00 .0 90.0 80.0 80.0 : • • 80.0 • 60.0 _ 80-0 80.0 80.0 0 8,0 • 80.0 1. 80..41 0.0 80.0 80.0 80.0 WO 80.0 80.0 80.0 80.0 •• • 80.0 80.0 80.0 80.0 80.0 80.0 • • • 9C.0 • _0. 80.0 80.0 80.0 80.0 30" 33^ 36' 37-.,/B- 39' 42"0 • 80.0 IIOtO• - 80.0 80.0 80.0 80_0 i" 8^ 80.0 80.0 80.0fq0.0 80.0 • �R'• 80080.0 80.0 80.0 60.0 80.0 • • • 80.0 • _- 80.0 80.0 80.0 _80.0 80.0 801 • 80.0 80.0 80.0 80.0 • • • • - • - 70.0 70.0 80.0 80.0 30^ 33^ 36" 37-t/8"' 39" 42" 0 80.0 80.0 80.0 80.0 80.0 80.0 -{ 80.0 I 80.0 80.0 80.0 800 I _ 80.0 96' 80.0 80.0 80.0 BOX 80.0 80.0 80.0 80.0 80.0 80.0 0 a- - 70.0 70.0 80.0 80.0 - --- - 70.0 �} 70.0 80.0 80.0 165 1/2' MAX. 81 1/2" 42" TE WIDTH 37 1/B" -_ 28 1/4_� -l",28 1/4" 37 1/8" ),L. OPG, fes- D.L. OPG. D.L. OPG. / D.L. OPG. /4 ANCHORS TYPICAL L L TYPE 'B' C OXXO AT STILE AND % MULLION ENDS SIDELITE OPTIONS Gt Acs INSULATOR LIMITATIONS FOR SIDELITES WIDER THAN 37-jf�" ONLY. HpGHT9 FOR GLASS TYPES 'C2' & 'C3' QUANEX DURASEAL & SUPERSPACER NOT ALLOWED FOR GLASS TYPE 'C3' CARDINAL XL (LIMIT MAX. LOADS TO 370.0 PSF) SInr"Irr D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELTTE TO DOOR ONLY SEE CHART FOR QUANTITY HEAD ANCHORS QUANTTY AT STILE & MULUON ENDS ANCHOR TYPE SHIM 'A' 'B' 'C' 4 1/2' 7 7 - FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEET 2 mw Hz U SURFACE APPLIED FALSE MUNTINS MAY BE USED NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. FEB! 5 anis pp AH /�- �i �' 4jGENSF'';a PRODUCT REVISED as complying with the Florida Code_ p 4;i 11 17-1226.05 ;�glxpiration Owm <� j I -DETAIL J A SEE SH tt / i r�. H.I._ 3DINT LOCK SEE 5 r 10 A .- o !I -__/.jL /i II m d n ( f u q I IIr 1 ICTFVE INACTIVE 42" TE WIDTH 37 1/B" -_ 28 1/4_� -l",28 1/4" 37 1/8" ),L. OPG, fes- D.L. OPG. D.L. OPG. / D.L. OPG. /4 ANCHORS TYPICAL L L TYPE 'B' C OXXO AT STILE AND % MULLION ENDS SIDELITE OPTIONS Gt Acs INSULATOR LIMITATIONS FOR SIDELITES WIDER THAN 37-jf�" ONLY. HpGHT9 FOR GLASS TYPES 'C2' & 'C3' QUANEX DURASEAL & SUPERSPACER NOT ALLOWED FOR GLASS TYPE 'C3' CARDINAL XL (LIMIT MAX. LOADS TO 370.0 PSF) SInr"Irr D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELTTE TO DOOR ONLY SEE CHART FOR QUANTITY HEAD ANCHORS QUANTTY AT STILE & MULUON ENDS ANCHOR TYPE SHIM 'A' 'B' 'C' 4 1/2' 7 7 - FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEET 2 mw Hz U SURFACE APPLIED FALSE MUNTINS MAY BE USED NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. FEB! 5 anis pp AH /�- �i �' 4jGENSF'';a PRODUCT REVISED as complying with the Florida Code_ ' =_Building JNOA-No. 17-1226.05 ;�glxpiration Owm Date08/08!2023 ` W 01 W13 �heei 3 Of 13 • DESIGN LOAD CAPACITY - PSF SIDELITE WIDTH INCHES DOOR LEAF WIDTH INCHES SIDELITE FRAME HEIGHT INCHES SIDELITE TO DOOR ML7,LION (SEE NOTE BELOW) EXT.(+) INT.(-) 24 30 33 36 37-1/8 39 42 39-3/4 84 1 80_0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 solo 90.0 80.0 80.0 24 30 33 36 37-1/8 39 42 39-3/4 90 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 24 30 33 36 37--1/8 39 42 39-3/4 96 80.0 80.0 80.0 80.0 80.0 80.0 78.3 I 78.3 77.2 _77.2! -_- 75.4 I 75.4 _ 726 72.6 .CH) •• • • •• • • • • LEAF WIDTH • • • • • I jLk& AIDTH • • • DOOR FRAME WIDTH -•i§i GLE -(X)42" MAX. • • • • • • • • • •E�7USLE (XX) 81-1/2' MAX. DELI_ T�_i'0 _DOOP •••• •••• •••••• •••••• NOTE: • • FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDEUTE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. DOOR 5 4 e C (XO) (Ox) SIDELITE DOOR FRA1lE WIDTH WIDTH I DOOR WIDTH WIDTH -I I WIDTH117-1 l / C •� J /5E J H HJ F\ o- MULLION l XXX �D00R STILE END ANCHORS l END ANCHORS SEE SHEET 3 SEE SHEET 1 _ C DOOR DOOR naeuc n rtr meuc I WIOT.-I WIDTH -F, j WIDTH IF C J /5E �K H HJ F\ ., (I /,/ ! / o- MULLION l XXX �D00R STILE END ANCHORS l END ANCHORS SEE SHEET 3 SEE SHEET 1 _ C DOOR DOOR naeuc n rtr meuc I WIOT.-I WIDTH -F, j WIDTH IF C J /5E �K H ( OXO) ( XOX ) inn rrr WIDTH I WIDTH ,-ate WIDTH I \\ J /5E H ( OXXO ) z � m i Q � S a ODO`m W N Q O CC,f pvin,m C1oam Qp2m o Gd��nnNpp 0 o ti¢ d N U) p v Q W j ME b Q.02 L= p. I u NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) !o on�Q W;LLI AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED i ypL1® _ real 71592 as complying with the Florida FEE 1LU19 I. ; Building Code ! i ROA -No. 17-'1226.05 �{''i \`. .' �` I LJ'. �; {^'TA OF q;6-/ browing no. Expiration Date 0810812023 \ � � � TSTA) OF N/ 13-01 • EDGE DIST. TYPICAL ANCHORS F' HIGH STRENGTH GROUT SEE ELEVATIONS I e FOR SPACING e CONCRETE MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING 44 � T--_ 7 ^ Z mN li TYPICAL ANCHORS ° EDGE DIST SEE ELEVATIONS _ --- FOR SPACING STANDAHD,THRESHOLD SADDLE (ADA) THRESHOLD APPROVED FOR WATER INFILTRATION RESISTANCE NOT APPROVED FOR WATER INFILTRATION RESISTANCE DOOR DETAILS LIMIT MAX. DESIGN LOADS TO 170.0 PSF 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia roduct Control i FES 1 5 2018 ,1 TI1 NP....N, _ .- � I `\InY�Cr�OP •�&gr i drawinZg no.l POURED h HARDENED HIGH STRENGTH GROUT f'c - 5000 PSI MIN. NOT BY CGI WINDOW MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) a 'ti li TYPICAL ANCHORS ° EDGE DIST SEE ELEVATIONS _ --- FOR SPACING STANDAHD,THRESHOLD SADDLE (ADA) THRESHOLD APPROVED FOR WATER INFILTRATION RESISTANCE NOT APPROVED FOR WATER INFILTRATION RESISTANCE DOOR DETAILS LIMIT MAX. DESIGN LOADS TO 170.0 PSF 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia roduct Control i FES 1 5 2018 ,1 TI1 NP....N, _ .- � I `\InY�Cr�OP •�&gr i drawinZg no.l 18Y WOOD BUCK r SEE NOTE SHEET 1 2BY WOOD BUCK .. ,. e. . EDGE DIST. OR WO OD� STRUCTURdIEllg METAL � N � IIiIt _________ ___IT�_. ____I ___IIII- STRUCTURE MIAMISEE NOTE SHEET -DADE COUNTY APPROVED DGE EDGE DSII CUPPED MULLION SEE SEPARATENOATYPICAL ANCHOR W \9 0 TYPICAL ANCHORS, S -SEE ELEVATIONS / TYPICAL ANCHORS / SEE ELEVATIONS FOR SPACING -SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING FOR SPACING `SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER TEF pLRr STRIICTU DOOR DETAILS PRODUCT REVISED as complying with the Florida Building Code .OA -No. 17-1226.05 Expiration Date 08/0812023 By Miami`-Oad&roduet Control 40� Z m W � Z N �".00 `p 0 W n Fl 0OWo reR OaaQ �tpp 1i CZ2 N a W u n. I6 Z U) J ZMa Q W M 2 f FEB 1 2018 T05B2 �Im� III ^ , a ii a I=�� II;� W13-01 TYPICAL ANCHORS_. SEE ELEV. FOR SPACING \ KTYPE'A'- 1/4" DIA ULTRACON BY 'ELCO(F-177 KSI, Fy=155 KSI) MIN. LENGTH = 2-3/4" tY %000 BUCKS OR O D STRUCTURES iPOO*: - A. PENE:2A-g0'N•I� OWOOD (HEAD/JAMBS) 1-172- i • T�i"JEW.BUCKS INf0 CONI. OR BLOCKS i • • • 1-S/4" MIN. EMBE9 INTO CONCRETE (HEAD) • 1-1, " MIN. EMBED iCi jp:NC. OR BLOCKS (JAMBS) • �^Iplr T (Fu-Ksp •••• •••• • DIRECTLY INTO CONC. OR BLOCKS • • • • 1•-j74• %JN. EMBEQ IM ICQNCRETE (HEAD/SILL) • • • 1 -9,*6 0AIN. EMBED ANdG CONC. OR BLOCKS (JAMBS) TyPf 'C'. 1/4 -DIA. TEKS OR01MFOORILUNG(GRADE 5 LRS) • • • • INTO &M"I-DADE Cp &PeROVED MULLIONS 4R •INt DBEYOND )METAL • • • • iiSS (3) THREEAAOSS MIN.;O•EEXTEN: THICKNESS A- !01/8" THK. MIN. (6063-T5 MIN.) t�1T?lL STEL: 1/9" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f. - 30DO PSI MIN. C-90 HOLLOW/FlLLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. DOOR DETAILS PRODUCT REVISED as complying with the Florida Building Code .OA -No. 17-1226.05 Expiration Date 08/0812023 By Miami`-Oad&roduet Control 40� Z m W � Z N �".00 `p 0 W n Fl 0OWo reR OaaQ �tpp 1i CZ2 N a W u n. I6 Z U) J ZMa Q W M 2 f FEB 1 2018 T05B2 �Im� III ^ , a ii a I=�� II;� W13-01 /2" MAX. YB" MAX. ? g22 Do 1 jj�j �- , I LOAD BEARING 1A7-1 0 LOAD BEARING SHIM ING SHIM 1BY WOOD BUCK ISz EE NOTE SHEET I z 0- ACTIVE LEAF TYPICAL ANCHORS 39 SEE ELEV. TYPICAL ANCHORS 0 FOR SPACING I Q SEE IL FOR SPACING" 2 II U 49 39 8 - - OR 7 1� Z D,L OPG. 490 Oz .0 L, j METAL EXT WOE STRUCTURE I LEAF WIDTH DOOR FRAME WIDTH 1/2' MAX-_ 2 206 LOAD BEARING 19 ZZ 25 SHIM CE) CON"• 41 ,0 " OR • OR MASONRV* 4 ACnVE LEAF 1NAC7T7E LEAF BY WOOD BUC i� z QICE SEE VOTE EET EL T .R S C 6�q 3� - TYPICAL ANCHORS* 9 4 W D UC RE 000 PACIENV A. e7 I-- 7 38, C, C', 411 OC7 1-/ 3 11� 8 1 \ 3 47 @ TYP CAL ANCHORS 0 0 0 SEE' ELEV. D.L. OPG. FOR SPACING Nil i I LEAF WIDTH EXTERIOR LEAF WIDTH DOOR FRAME WIDTH PRODUCT REVISED FES 1 5 2018 as complying with the Florida Building Code NOA-No. 17-1226.05 - , '. ), /,I Ir - J[� , Expiration Data 13-01 O08 023 -`95 - 4.TA, �i Mia _u_, control DIDOR DETAILS] 9 • TYPICAL ANCHORS -SEE ELEVATIONS 5 FOR SPACING �.•E�E °CONCRETE CONCRE!t. . --• TYPICAL ANCHORS 44 '--SEE ELEVATIONS z FOR SPACING 9 • 1/2' MAX. LOAD BEARING., SHIM ^, CONCRETE OR MASONRY TYPICAL ANCHORS 4• LONG.__j SEE ELEV. FOR SPACING Uj MATING JAMB FASTENERS FOR LOCATIONSH "(D �\ / 45 ONESEETSJ21 3PACING 10 44 5 3 � NG --• TYPICAL ANCHORS EDGE DIST. '--SEE ELEVATIONS FOR SPACING 1/2' MAX. LOAD BEARING., SHIM ^, CONCRETE OR MASONRY TYPICAL ANCHORS 4• LONG.__j SEE ELEV. FOR SPACING Uj MATING JAMB FASTENERS FOR LOCATIONSH "(D �\ / 45 ONESEETSJ21 3PACING !! f t^ IIfw W I f L EXTEP.IOK I !�qf„1 s1.l � o zli< BIW i D.L. OPG. I LEAF WIDTH 1 ' _IIS ! zi SIDELITE WIDTH DOOR FRAME WIDTH ____ _ v'I /- 42" MAX. SINGLE (X) 1 81-1/2 MAX- DOUBLE (XX) IS "! / FRAME WIDTH - c APPLY SEALANT BEFORE MATING �. •' Uc:JvsF • . �? �� o 1018 r 7awz FEB 1 = I o NOTE- LIMIT G4nAA TO METAL STRUCTURE AT JAMBS TO 3/8" : •t�dring no / $ E OF aw SIDEJJTE D— UAIIS� \:��+�r � �?•% �w� 3-0� _ ..__.-\iL11t� hs, eet 8_of 731 5 3 h p NG Z h N OSL CL iro LL O �Nti fvoW� , la0>�oi O am H PRODUCT REVISED as complying with the Florida Q y Building Code NO„ - too. 17-1226.05 a Q Expiration Date 08/08/2023 W M 2 `( - Miam roduct Control � its ti uj '} 8I0 m of IOW is o C N o I m 3 NM r f f W O i C ZJ � !! f t^ IIfw W I f L EXTEP.IOK I !�qf„1 s1.l � o zli< BIW i D.L. OPG. I LEAF WIDTH 1 ' _IIS ! zi SIDELITE WIDTH DOOR FRAME WIDTH ____ _ v'I /- 42" MAX. SINGLE (X) 1 81-1/2 MAX- DOUBLE (XX) IS "! / FRAME WIDTH - c APPLY SEALANT BEFORE MATING �. •' Uc:JvsF • . �? �� o 1018 r 7awz FEB 1 = I o NOTE- LIMIT G4nAA TO METAL STRUCTURE AT JAMBS TO 3/8" : •t�dring no / $ E OF aw SIDEJJTE D— UAIIS� \:��+�r � �?•% �w� 3-0� _ ..__.-\iL11t� hs, eet 8_of 731 • PART No. QUANTITY DESCRIPTION AL -189 AS REQD. FRAME HEAD & SILL A.-190 AS REQD. FRAME JAMB AL -196 I AS READ. SIDELITE HEAD &SILL AL -197 AS REQD. FREE STANDING SIDELITE JAMB AL -196 AS REQD. MATING SIDEUTE JAMB AL -_193 AS REQO. L PANEL TOP & BOTTOM AL -194 AS RE00. 'i PANEL VERTICAL STILE AL -199 AS READ, SHEAR BLOCK AL -191 AS REQD. FRAME HEAD & SILL SCREW COVER _L AL -192 AS REDD, FRAME HEAD & SILL SLANTED SCREW COVER AL -121 AS REDD. GLAZING BEAD (7/16' AL -123 AS READ. GLAZING 8EA0 (1.000° INSUL.-LAM.) AL -200 AS READ. SHEAR PLATE AL -195 AS READ. ASTRAGAL AL -508 AS REDD. _ FREE STAND JAMB SCREW COVER . AL -540 AS REQD. SACOLE THRESHOLD (ADA COMPLIANT) _ HD-4503PL HD -1204 AS REDD. I AS READ. THREE POINT LOCK ASSY. (AT ACTIVE PANEL. USED BY ALL OPTIONS) FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED 81' ALL OPTIONS) HD -5455 PASS AS REQO. LEVER LATCH LOCK, AT ACTIVE PANEL _ LOCK SET OPTION 1 HD -5455 AS REDD. DUMMY LEVER, AT INACTIVE PANEL HD -8231 AS REQD. DEADBOLT (THUMSTURN), AT ACTIVE PANEL J10 TOR605 AS REDD. LEVER LATCH LOCK. AT ACTIVE PANEL LOCK SET OPTION 2 J10 TOR605 AS REQD. DUMMY LEVER, AT INACTIVE PANEL JD60 AS REDD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL___ HD -34-10116 l AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 3 - HD -34-10116 AS REQD. DUMMY LEVER, AT INACTIVE PANEL _ HD- OB2410 AS REQD. DEADBOLT (THUMSTURN), AT ACTIVE PANEL j H AS REDD. LATCH LOCK STRIKE PLATE - • •_ • 2 / E 6X 3/4- PHP, FH SMS (STRIKE PLATE ATTACHMENT) HO -538 AS RE*. • DEADBOLT STRIKE PLATE i • • • • 2 /� V X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) HD -53& • AS P.EQD. LA•CH LOCK STRIKE PLATE SHIM HD -390P• ASRE CH LOCK & DEADBOLT STRIKE PLATE TRIM 1D-STRIjF„BOX AS REOD. LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX ID -525.9 -BEV 02 /LOCK' T. LOCK ASSEMBLY HD-�33C 1 /FLUSI�R.} OUNSH BOLT GUIDE (TOP & BOTTOM) _ HD -CH-" 0 4 /L }. -1/2- x 4" HINGE )-ABBCR-US32D • 4 /_L_E_A_F.4.0/2" x 4" HINGE HD-AB80D-US 4 /LEAh' -1/Z" z 4' HINGE e_3/B"-15 F�0 2 /LEi1F• • •3Y8--16 FULLY THREADED ROD (ZINC PLATED) WS -38w• • • AS REJL4ZING BULB (DUROMETER 75/80) WS-WS3�T21 AS REQD. .187' z 320" ULTRA SOFT FIN WEATHERSTRIP -i�• HD -203 LEA T BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL _ HG -12-1 42 I• AS REQD• .34110' REACH POCKET SEAL (FRAME PERIMETER GASKET) -_ WS -32401 REQD. FOAM-TITE CLOSED CELL FOAM COMPRESSION SEAL ID --CLIP ANGLE 244/CLIP 'x 2 x 1/4' CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) I/C10 z 1-1/4" PHP. PH, SMS. (PANEL & FRAME ASSEMBLY) S14 z 3/4" HH. TEN (MULLION ATTACHMENT) - 8/HIN12-24 x 1/2' PHP. FH. UC. THREAD FORMING - 6 x i/2" PTH. SMS (ASTRAGAL ATTACHMENT)10 x 3/4' PHP. PH. SMS (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) 13/8"-18 NUT 4/8"-16 SERRATED -FLANGE NUT (ZINC PLATED) 2 /FLUSHBOLT -32 x 1/2" PHP. PH., MS_ (FLUSHBOLT ASSEMBLY) -DOOR SWEEP 1/EACH _LB DOOR SWEEP (OPTIONAL), SECURED W/ #6 x 1/2' PHP, PH. SMS. HD -34-10003 1 /SCREW HOLE M5TALIATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) - 2/ LITE SETTING BLOCKS MATERIAL MFG. / REMARKS 6063-T6 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-T6 KEYMARX / SAPA 6063-T6 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-T5 KEYMARK / SAPA 8063 -TS KEYMARK / SAPA 6063-T5 KEYMARX / SAPA 6063-T5 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-T5 KEYMARK / SAPA 6063-T5 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA METAL ALLOY, STEEL CGI PROPRIETARY CGI PROPRIETARY BRASS BRASS ISCHLAGE BRASS, STEEL ICOPPER CREEK S. STEEL - S. STEEL -- S.STEEL _......... _-._.._. S. STEEL - NYLON CGI NYLON CGi NYLON CG; S. STEEL CGi CAST (ZINC) CGI ALUMINUM CGI PROPRIETARY ____. BRASS HAGER S. STEEL HAGER _ STEEL - PVC PROTOTYPE .--_. ULTRAFAS SECTION AT LEVER LATCH LOCK PVC __ 5EA1_41L TS: AMESBURY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ! AMESBURY GE SCS2000 SILICONE SEALANT. ALUMINUM - S. STEEL - PRODUCT REVISED 11LLLL!117 �i � U 0 ^ i 00 0 i � N S;IC O=N m n0 r Sg 3 C Z L 25 J as complying with the Fbrlda S. STEEL - Building Code 4 ��P NOA No. 77-1226.05 ` T S. STEEL - / '^y 1?OEi{SF S. STEEL - Expiration Date 0 8/2023 06920 S. STEEL - FEB 1 5 2018 1 By STEEL - Miaml-Da oduct Contro II/• S. STEEL 1 �= ALUMINUM I SCREEN TECH SijL E�� j drawing no. NYLON I - %�, `�Y�•V.b�!.1W.. ��i `/ W13-01 EPDM DUROMETER 80±5 SHORE A Y//x, �1 .M*s �V% - _. , /-DUMMY ' ACTIVE LEAF n s INACTIVE LEAF F N W J ■ n two OPERATION OF DEADSOLT (WITH KEY FROM THE l 11 1 1'I 32 l` --i O d .0 (h O 0. EXTERIOR OR THUMBTURN EXTERIOR I ---- _ _ ! 5 Cn FROM THE INTERIOR) �- i_- ,_--- `I I �. Z N ACTIVATES THE THREE-POINT LOCK MECHANISM ------ _ _ __J --` e w O LL N {L 2 C a REGARDLESS OF LOCK SET J 0 0 Q J OPTION INSTALLED. SECTION AT DEADSOLT LOCK Q W m f W SECTION AT LEVER LATCH LOCK PVC __ 5EA1_41L TS: AMESBURY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ! AMESBURY GE SCS2000 SILICONE SEALANT. ALUMINUM - S. STEEL - PRODUCT REVISED 11LLLL!117 �i � U 0 ^ i 00 0 i � N S;IC O=N m n0 r Sg 3 C Z L 25 J as complying with the Fbrlda S. STEEL - Building Code 4 ��P NOA No. 77-1226.05 ` T S. STEEL - / '^y 1?OEi{SF S. STEEL - Expiration Date 0 8/2023 06920 S. STEEL - FEB 1 5 2018 1 By STEEL - Miaml-Da oduct Contro II/• S. STEEL 1 �= ALUMINUM I SCREEN TECH SijL E�� j drawing no. NYLON I - %�, `�Y�•V.b�!.1W.. ��i `/ W13-01 EPDM DUROMETER 80±5 SHORE A Y//x, �1 .M*s �V% - _. , • • • • 0 �-�- �� - �_CD M, z To 7LASTRKAL 0IL 11 of �' I ( f PIT, lI o I I il NriON WASHER 0.255 f0M� 040. T - 5. 5TM sp G ll I i 0.450 'Y'o' 's�El, L11 I kcRoo�� — ;' '� %, it CCUFUNG NO mo SI ON 5UNGER o2.500.3 5 -TEL - —M AB a co Ali cl I (z, 4 0 C 6*616o IN L, L o F PRODUCT RE%ISED as complying with the Florida Building uIldin Code Ali c air OA -Ng 1� 47 0. 17-1226.05 1 Expiration Date 08/08/2023 16 w7 coljpu�lc N� arvG-.-34' By mv ntrol IJ 11`1 TF c5 o 77,7 FEB 1 5 2018 tz: 2 J0 :7 01 J� 0.0. �W13 01 UNLOCKED POSITION LOCKED POSITION 1 _0-f 1,31 • • • • a C i M _.__.. _m tb �M _ �({{�v�iijjj nWncnvt7 snit : - �0 .�`-_i H w g ml�aj I Pi i.li \ iII �rn.I OWn�.m U, Cf s ¢w0 I , II II i II N i � I77 Q W y 4 O i AI zma iIj I � ar Iii � iii � �----- II -1 ml `Cj lir v j s o�Nai I I I it I a� $I I n 0 3 -j�I IE • I •• • I • o •• • I • '• i I'N"I Hyl I I r I TTI I �V i so 0 0000 • 000 •: ! PRODUCT REVISEDas • • •� • 00000 • • ' I 13 Expiration Date 0complying with the Florida I of I s I W I Building Code • i rtOa Wo. 17-1226.05�I • •••• • • • • • 8/08/2023 i m ... l u • • � • • • • • • • • � 1 � Mla :-Da � roduct Control „ I� • •••• • ii! I I� NOTE: • • I • • • • • I ! i rl FLUSH BOLT AT INACTIVE STILE o = o 1 • • • • • i (PARTIAL TOP END SECTION SHOWN, BOTTOM END SIMILAR) P�EABF\ III 1 FEB l m 2018 OF =J- ' � �� drawing no. UNLOCKED POSITION LOCKED POSITION /jtr;lliiit `�/ sheet 11 of 13 • i }.825 kq .125 .750 590 .10 C DOOR FRAME HEAD/SILL ■n" 25 .062&F125 f 1.587 \- J FRAME COVER ,.6125 .062 09 SILL COVER 465 H .075 0 SIDELITE TOP•8641GTTOM FRAME 15 SIDELITE JAMB COVER • • • • .326! F� • • • • ! • • • 135 • • • ••: 0701 • -.245 • • • .625 • • .805 • • • • • r I 0000 •:•� •• •• 1-1.622-4 0000 1.t�01�• ••• •• • 00,00 0000 •• �V l 14 • ASTRAGAL AD ITER • • SHEAR BLOCK 0000 • 0.810 i ••0••• 1-3.005- 0000 - •1Ri - I •4 • 2.000 -� •••• i _ _ _ _ I • • • 4 �, 62 ,090 .500 • • • .120 J soo----125 I .070-•-��--- e - 2.358 I 1 420 1 1.225 h- 2 J DOOR FRAME JAMB SIDELITE FRAME JAMB V TOP & BOTTOM RAIL 5.500F. 080 r f.828 1.440 ham --4.495 0 HINGE & LOCK STILE U 125 1.500 4.000 SHEAR BLOCK PLATE 16 SADDLE THRESHOLD 675 --� 1.061 �- 310 .080 1.184 I� 120 4.000 GLASS STOP (LAM. GLASS) .505120 120 1.4+65 -f .395 .062 050 200 J � L --- -J.870 I� 0 12 -'> 1.184 L SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) PRODUCT REVISED .. complying with the Florida Building Code ?40A -Ne. 17-1226.05 Expiration Data 08/08/2023 Miarni- --- roduct Control FEB 1520111 SO4VGtF'•• . 2 ' .1 f� bYi/ 1 \� L.9YATp cF rdrowin 4y g no. / i W13-01 • 44 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS HOLE CAP MATING JAMB FASTENERS) SE_ SHEET 8 FOR DETAIL T2 , LEAF TOP & BOTTOM _CORNER ��• ACCESS HOLE SIDELITE JAMB CORNER TOP & 8070 Q ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS ellff-MMKO 221 PRODUCT REVISED as complyingwith the Florida Building Coe i l o 6 `!I� .OA -N.. 17-1226.05 Expiration Data 08/08/2023 By miamj-t!j'w Product Control IAm FEB i 52Qt9-- _ r J1, USI Sc YF. OF��gy / drawing no. W1 3-01 •ODRNER • • • • DOOR FRAME TOP & BOTWM 0000•• 0000 • • • • J, • • 0000•• 0000 •• •• •• 0000 • • •••••1 • 0000 0000 0000 it �tlyd • 0000 �•a00! Li 0000 \ IF i ` 0000 ••• •• •• •••37 • • •••: t LEAF TOP & BOTTOM _CORNER ��• ACCESS HOLE SIDELITE JAMB CORNER TOP & 8070 Q ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS ellff-MMKO 221 PRODUCT REVISED as complyingwith the Florida Building Coe i l o 6 `!I� .OA -N.. 17-1226.05 Expiration Data 08/08/2023 By miamj-t!j'w Product Control IAm FEB i 52Qt9-- _ r J1, USI Sc YF. OF��gy / drawing no. W1 3-01 MIAMI -RADE MIAMI-DADE COUNTY m PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy CGT Windows and Doors, Inc. 10100 NW 25' Street Miami, FL 33172 ,SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade -County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as descri de ed to comply with the Florida Building =ES'C'RJJP1Ti11ON: igti e Flag Velocity Hurricane Zone. Series "Sentinel 130" Aluminum Fixed Window - L.M.I. PROVAL DOCUMEIV'T: Draw' en ne 130 Alum Fixed Window (L.M.. .. , sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be "ovide.deto.the user by the manufacturer or its distributors and shall be available for inspection at the jolt site at thdl4t4st0itlj ruilding Official. This NOA revises NOA No. 15-0413.03 and consists of Ais pa H lurid I vule3�ct pages E-1, E-2 and E-3, as well as approval document mentioned above. 00 6�6 00 The submitted documentation was reviewed by Manuel Perez, P.E. . . . .. . ... . ... . . . . . . . ",_f/ // 0 0 ' ' .. NOA No. 17-0918.07 . .. . . . . . MIAM1 DADe COUNTY ' ' ' Expiration Datt: September 22, 2020 Approval Date: November 22, 2017 ... . . . see . . Pagel . .. .. . . .. .. CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED Lm'DER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.13) 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by .Iavad Ahmad, P.E. B. TESTS I. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per ,FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed wrindow, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(V iusulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: t) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 23 8 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacerg insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and instzllation.diagram.o�a Sentinel 130 aluminum fixed window, prepared by Hurricane 1st Lilo*at'ri, -f% t Report No. HTL-0080-0103-10, dated 03/30/10, sigrfec14d's&124bJ V•iru.t,3. Abram, P.E. (Submitted under NDA No. 10-0510.13) �r •• ••. • ••• anuel�'re P.E. /: : 9,0&ct Cont,q Esa iner • • : : : SOA Nod 7 18.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1•.• • . ..• • • • • • • . • • • • . • . ... • . . ... . . CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with F13C-5t6 Edition (2014), dated July 18; 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NDA No. 14-0 731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to.E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. 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 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no financial interest, dated July 18, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12,/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed +)Wiadow•—•L.M.I.+arroved on 10/16/14 and expiring on 09/22/15. • • • • •• •+• . • +•+ Manuel ere • • • • • • • P'I't Control Exr • • • • • • : : •NOA No. 17-0=.07 • • • • • Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E _2••• • • • + ••• • • • • • • • • • • • • ••• • • • ••• • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.1.) (S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifoig Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 511 Edition (2014), with \ FBC 6th Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Fa_rooq Corporation, signed and sealed by �JavadAhmad, P.E. G. OTHERS ... .. 1. Notice of Acceptance No. 15-0413k3, i4sue� jok j3j �)Tindows & Doors, for their Series "Sentinel 130" Aluminum FiNoal WJdow:—*NCl.; apptoved on 6/25/15 and expiring on 09/22/20. ,, ,' %j • • • • • ... Manuel P/efe7 P.E. • • • % • : Psoduct Control(K miner • • • • •: • NOA No. 17-0918.07 Ex • • • •piration date: September 22, 2020 Approval Date: November 22, 2017 E .�. . . . . ••• . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 6� FLANGE WIDTH O.L OPG. ^ HEAD/SILLS no C1 II II A � .I h u_ u I1 11 II II C 11 I I II II II II A. C3 ===r------rr---- F iz II • zp O 0 • • _Tr____ of N In m II II II II II 11 II 11 WNW Zo II II _-- II II II I I 11 1 IB I 3 BUCK WIDTH D.L. OPG. FALSE MUNTINS� (SURFACE APPUED) 18' MAX. OPTIONAL SHORTER SIDES EQUAL LEG FRAME DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FlX. OR FIX. WOW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (STH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUrS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE MATERIALS INCLUDING BUY NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDTHONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE- REVIEWED BY BUILDING OFFICIAL WIDTH ••••:• • **:**a ^ I II II II 11 _ C1 II II A � II II IL_____1L___ � A. IF u n iz II • 0 • • 11 11 n N In m IL__________1-1_______ II 11 II 11 WNW Zo _-- O n I I 11 I I 11 II FALSE MUNTINS� (SURFACE APPUED) 18' MAX. OPTIONAL SHORTER SIDES EQUAL LEG FRAME DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FlX. OR FIX. WOW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (STH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUrS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE MATERIALS INCLUDING BUY NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDTHONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE- REVIEWED BY BUILDING OFFICIAL WIDTH SHORTER __••.".- SIDES DAYLITE OPENINGS, D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" ��W. W�IDTH�I WINDOW W WIDTH11 , WINDO� WINDOW WIDTH WINDOW WIDTH� WINDOW WIDTH I �. - T- 0, %; �J' a 3 ; 3 1 L J L— —J WINDOW 1 WIND, _ OW WIDTH WINDOW WIDTH w. WIDTH; i � Tr THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. L PRODUCT REVISED SHUTTERS ARE NOT REQUIRED. as complying with the Florida Building Code Now-•Iw. 17-0978.07 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Expiration Date 09 2020 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. EI WAL 17" MAX. • • • V.` �5�dq�'-<S Z ••••:• • **:**a ^ /B� SD a 1A ANCHOR SPACING SHOWN HEREIN APPLICABLE, TO FLANGE AND FLUSH FRAMES. A � SEE SHEET 1.1 FOR FIN FRAMES. � A. 1 L it iz II • II II II 11 II II • • n N In m IL__________1-1_______ • • • 96" • • • 3 NM i 037n _-- BUCK HEIGHT C) D.L. OPG. • a II II II II C •y • e)O �i{' W N II II • � � y �� II • • II • • I I I 1 II SII Ip 3 0 11 II ii%� • II • •II • II •II _J ii p • II • • SHORTER __••.".- SIDES DAYLITE OPENINGS, D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" ��W. W�IDTH�I WINDOW W WIDTH11 , WINDO� WINDOW WIDTH WINDOW WIDTH� WINDOW WIDTH I �. - T- 0, %; �J' a 3 ; 3 1 L J L— —J WINDOW 1 WIND, _ OW WIDTH WINDOW WIDTH w. WIDTH; i � Tr THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. L PRODUCT REVISED SHUTTERS ARE NOT REQUIRED. as complying with the Florida Building Code Now-•Iw. 17-0978.07 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Expiration Date 09 2020 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. EI WAL 17" MAX. • • • V.` �5�dq�'-<S Z ••••:• • **:**a ^ • N A � •�11s c •••••• A. • • p w � • n N In m 3 NM i 037n C Z C) LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT NS��pw. N ; : GFN ' ;L7 i a •� 'B OF drawing no. �i Sa. ORIV.."G W10 —02 - BUCK WIDTH TYPICAL ELEVATIONS D.L. OPG. STRAIGHT B'MAX. HEAD/SILL CORNERS SIDES D.L. OPG. go`Fl U I I li n u_ 11 II 11 it II CS' II II 11 II II a 6 o OGy • • `o o S/OBD O dQ jS V r'IBUCK a SDD m�Ni � J o m IT- ____.�____ II II it II ii it 0 I I ______11. _ ___ it II • • �� • • u II II II 11 11 II II II 11 II 'ill p ttIII__ I11 II/:• 2 II II 11 II 11 II U 11 II �I 11 FALSE MUNTINS� (SURFACE APPLIED) 16 �„ .-MAX. 78' MAX. 0P710NAL STRAIGHT HEAD/SILL STRAIGHT SIDES CORNERS SIDES FIN FRAMES 48' TYPICAL ELEVATIONS 48 BUCK WIDTH BUCK WIDTH 2 N la D.L. OPG. go`Fl U D.L OPG. CS' J5, a 6 o OGy • • `o o S/OBD O dQ jS V r'IBUCK a SDD m�Ni ZN v 0 it II • • �� • • u 'o V N ttIII__ I11 II/:• F. v II II 11 II 11 II U 11 II �I 11 N 11 11 II II I __--_11___. IL -------------- 3 N rMj STRAIGHT SIDESW i 3 C Z V m II II j 0 'I II II II II 11 m -fr ------tr--- ii II II II - /iTl c, FALSE MUNTINS� (SURFACE APPLIED) 16 �„ .-MAX. 78' MAX. 0P710NAL STRAIGHT HEAD/SILL STRAIGHT SIDES CORNERS SIDES FIN FRAMES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES cFJd "•;V � i PRODUCT REVISED �• U R ,1 as eomplyingwith the Florida - Boildi.p Code NOA-No. 17-0918.07 = �T Expiration Date 09/2 020 .'•� $ S �� ' TE OF !(/� drowing no. Mla / de Pr — ontro ' iS �o�AL � =`� W1 0-021 //Illllttt sheet1•1of 6 TYPICAL ELEVATIONS o Z n 3 Fa 2 N la go`Fl U yryW OGy • • 0a A • ••• 96" • • • 1 O dQ jS V r'IBUCK a W1,4%• • • • • D.L. OP ZN v it II • • �� • • u L-+ •(a � C II II%� 11• • II II II • II Z m 'a 3 •O II/:• F. v 0 u ii • II• • • •' •u N �=N 76" MAX. 3 N rMj STRAIGHT SIDESW i 3 C Z ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES cFJd "•;V � i PRODUCT REVISED �• U R ,1 as eomplyingwith the Florida - Boildi.p Code NOA-No. 17-0918.07 = �T Expiration Date 09/2 020 .'•� $ S �� ' TE OF !(/� drowing no. Mla / de Pr — ontro ' iS �o�AL � =`� W1 0-021 //Illllttt sheet1•1of 6 DESIGN LOAD CAPACITY - PSF FLANGE DMS. DESIGN LOAD CAPACITY - PSF GLASS TYPES 'C'&'CI' GLASS TYPES 'D'&'Dl' WIDTH (W) LENGTH (L) FLANGE DMS. I DUCK DIMS. IGIASS TYPES 'C'&'Cl' GLASS TYPES 'D'&'DI' WIDTH (W) LENGTH (QI WIDTH (W) LENGTH (L)l EXT.(+) INT.(-) I EXT.(+) I 1NT.(-) 24' 30• 36' 42" 45' 54' 50" 61" 56' 23' 29' 35' 41' 47• 53' 59• 60" 35' 1 60.0 80.0 1 80.0 1 80.0 60.0 80.0 60.0 80.0 80.0 80.0 80.0 80A 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 80.0 24' 30' 36' 42' 48' 54' 60" 61' 19-1/8' 26-1/2" 37'63" 48^ 53-1/8• 61" 75-1/4• 23' 29" 35' 41 47" 53" 59' 60" 47' 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 60.0 60.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 60.080.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 24" 30' 36" 42" 48• 54' 61' 60• 23" 29' 35" 41' 47' 53' 59' 60" S9• 80.0 80.0 80.0 80.0 80.0 BOA 80.0 80.0 BOX 80.0 80.0L72.5 702 70.2 80.0 61.3 61.3 80.0 54.3 54.3 72.560" 46.8 48.8 65.1 48.8 48.8 65.1 65.1 24^ 30" 36' 42" 48' 54' 60" 61' 72• 2Y 29' 35' 41" 47" 53' 59 60 71' 80.0 80.0 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 60.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.0 48.0 64.0 64.0 24' 30" 36" 42• 48" 54' 56" 84' 23' 29' 35• 41' 47' 53• 55• B3" BD.O 80.0 80.0 80.0 80.0 80.0 60.0 80.0 78.2 78.2 SD.O 80.0 73.0 70.0 80.0. 80.0 61.3 61.3 80.0 80.0 54.354.3 72.5 72.5 524 52.4 69.8 69.8 24" W. 36" 42• 48• 49• 97" 23• 29" 35' 41^ 47' 48' 96" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 75.6 75.6 80.0 80.0 65.2 65.2 80.0 80.0 60.6 60.8 80.0 80.0 59.6 59.6 80.0 60.0 24" 30• 36" 42' 102' 23' 2980.0 35" 41' 45' 101' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 74.6 74.6 1 80.0 80.0 65.7 65.7 80.0 60.0 59.3 59.3 80.0 60.0 E6' 108• 23" 29" 35• 43' 107' 80.0 80.0 80.0 80.0 80.0 8O.D BO.D 80.0 73.8 73.8 80.060.041' 62.4 62.4 80.0 80.0 59.1 59.1 80.0 B0.0 DESIGN LOAD CAPACITY - PSF FLANGE DMS. BUCK DDLS. GLASS TYPES 'C'&'CI' GLASS TYPES 'D'&'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) INT.(-) 24" 30' 36' 41" 114' 23" 29' 35" 40' 113^ 80.0 BD.O 80.0 80.0 80.0 80.0 80.0 80.0 73.0 73.0 80.0 80.0 61.4 61.4 80.0 80.0 24' W. 36' 39' 120' 23" 29' M. 30' 119" 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.4 72.4 80.0 80.0 1 65.9 1 65.9 80.0 BO.O 24' 30• 36' 39' 121, 23' 29" 35" 38' 120, BO.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.3 72.3 80.0 80.0 65.8 65.8 SOX 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'Ci' GLASS TYPES 'D'&'Dl' WIDTH (w) ILENGTH (L) WIDTH (w) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8' 28-1/2' 37' 48" 53-1/8" 61" 26, 18-1/8' 25-1/2' 36' 47• 52-1/8` 60' 25. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 a0.0 80.0 19-1/8' 26-1/2" 37" 48" 53-1/9" 61" 38-3/8" 18-1/8" 25-1/2" 36• 47^ 52-1/8" 60" 37-3/8' 80.0 80.0 80.0 80.0 80.0 80.0 50.0 BOX 80.0 80.0 80.0 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 60.0 77.1 77.1 80.0 80.0 19-1/8" 26-1/2' 37' +8 53-1/8• 61' 75-1/4• 93-3/4' 50-5/8' 18-1/8" 25-1/2" 36" 47" 52-1/8' 60' 74-1/4' 92-3/4' 49-5/8' 80.0 80.0 80.0 80.0 80.0 80-0 80.0 80.0 60.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 78.5 76.5 19-1/8' 26-1/2" 37'63" 48^ 53-1/8• 61" 75-1/4• 18-1/8" 25-1/2" 36' 47' 52-1/8' 60' 74-1/4" 62 80.0 80.0 80.0 80.0 80.0 80.D 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 90.0 80.0 55.3 55.3 73.7 73.7 48.0 48.0 64.0 64.0 46.5 46.5 61.9 61.9 19-1/9• 26-1/2' 37' 48' 53-1/e' 61" 76, 18-1/8" 25-1/2• 36' 47' 52-1/8" 60" 75" So.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.9 80.0 80.0 61.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 49.0 48.0 64.0 64.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 L i NOTE MOH AND LENGTH DIMENSIONS CANSBE DRIEBTED '-_VERTICALLY OR HORIZONTALLY AS SHAWN ATADVE. Ll FIN FRAME U BUCK DIMS FLANGE ADAPTOR FRAME RANGE DIMS y�U y ti C �m M_ �r1 NLN„ • V �uTH m. • O2H.N QwME� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) -' - - AND FLORIDA BUILDING COMMISSION `oo r f DECLARATORY STATEMENT DCA05-DEC-21910 AN o o ! 17 PRODUCT REVISED 70592 f as eomWn9 with the Florida 0.11ding Code V 0: NIDA -No. 77-0978.07 Ex IraN n Date 091 020 OF '.Q/�Z drowing 9 n0. �,/,r FCOt"oPs �d1 1 ?� W10-02 • 7YP. BUCK DIMS • • 1 • •1 FLANGE FRAME • • • •••••• • • FLANGE DIMS--•-•-•-;-- BUCK DIMS !*Sees I.- .I •� -� I • • EGUAL LEG FRAME • • • Ll FIN FRAME U BUCK DIMS FLANGE ADAPTOR FRAME RANGE DIMS y�U y ti C �m M_ �r1 NLN„ • V �uTH m. • O2H.N QwME� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) -' - - AND FLORIDA BUILDING COMMISSION `oo r f DECLARATORY STATEMENT DCA05-DEC-21910 AN o o ! 17 PRODUCT REVISED 70592 f as eomWn9 with the Florida 0.11ding Code V 0: NIDA -No. 77-0978.07 Ex IraN n Date 091 020 OF '.Q/�Z drowing 9 n0. �,/,r FCOt"oPs �d1 1 ?� W10-02 rj 3/16' ANN. GLASS Sailex CP With PET Core Interlayer By 'Eastman Chemical Co.' Saflex CP With PET Core cL t= By 'Eastman Chemical Co.' T�1 oR WIDER THAN 36' .090" Interlayer By 'Eastman Chemical Co: Saflex Clear Ana Color Glass n By 'Eastman Chemical Co.' 7/16" OVERALL LAM. GLASS OR .090" Interlayer .090" Interlayer E4 SenlryGlos .075' Interloyer O'Kuraray America. Inc.' a R 0 .090" Interlayer By 'Eastman Chemical Co.' Troe'rfol PVB KMS By 'kuraroy America, Inc.' p: F m 3/16" HEAT STREN'D GLASS p: F uui ii SILICONE E3 GE 1 �' DOW1 200 CORNING 899 it n II DOW CORNING 995 rj aT Sailex CP With PET Core ° By 'Eastman Chemical Co.' 0 cL t= M5 A1/4 POINTS ON CITES T�1 IW., WIDER THAN 36' X W By 'Eastman Chemical Co: GLAS,� TYPE n ro 7/16" OVERALL LAM. GLASS - XL EDGE SPACER .090" Interlayer 3/16" ANN. GLASS E4 I� i� i' OR .075' Interloyer OURASEAL BY 'OUANEX' a Sall- CP With PET Core 0 SUPER SPACER BY By 'Eastman Chemical Co.' OR KMS OR W GLASS TYPE 'Cl' .090" Interloyer 1' OVERALL INSUL LAM. GLASS (L.M.I. ONLY) Saflex Clear And Color Glass IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE By 'Eastman Chemical Co.' By 'kummy America, Inc.' 3/8" AIR SPACE OR 090" Interlayer 3/8" AIR SPACE SentryGlos 3/16" HEAT STREN'D GLASS By 'Kuraray Amerroa, Inc.' OR .090" Interlayer 3/16" HEAT STREN'D GLASS-\ HEAT STREN'D GLASS \ 075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass ByRCo! 'Eastman Chemical Co O 090" Interlayer SentryGlas By O 'Kuraray America, Inc.' 090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16" HEAT STREN'D GLASS I� SILICONE if GE 1200 it II DOW CORNING 899 .. DOW CORNING 995 M6 AT 1/4 POINTS ON LITES WIDER THAN 36" GL1SS TYPE 'D' 7/16' OVERALL LAM. CLASS 37Tr HEAT STREN'D GLASS 075" Interlayer Trosifol PVB Sailex CP With PET Core By 'kuraray America. Inc.' By 'Eastman Chemical Co.' 3/16" HEAT STREN'D GLASS cL t= SILICONE m GE 1200 Saflex Clear And Color Glass DOW CORNING 899 By 'Eastman Chemical Co: .I DOW CORNING 995 n ro - XL EDGE SPACER .090" Interlayer ST. STEEL BY 'CARDINAL' E4 I� i� i' OR OURASEAL BY 'OUANEX' a OR 'QUANEX' 0 SUPER SPACER BY I OR KMS AT 1/4 PO NTS ALL SIZES W GLASS TYPE 'Cl' • 1' OVERALL INSUL LAM. GLASS (L.M.I. ONLY) Trosifol PVB IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl- h 'Dl• MUST BE TEMPERED. HEAT STREN'D GLASS \ 075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass ByRCo! 'Eastman Chemical Co O 090" Interlayer SentryGlas By O 'Kuraray America, Inc.' 090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16" HEAT STREN'D GLASS I� SILICONE if GE 1200 it II DOW CORNING 899 .. DOW CORNING 995 M6 AT 1/4 POINTS ON LITES WIDER THAN 36" GL1SS TYPE 'D' 7/16' OVERALL LAM. CLASS 37Tr HEAT STREN'D GLASS 075" Interlayer Sailex CP With PET Core By 'Eastman Chemical Co.' OR I .G9O' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co: O .090" Interlayer SentryGlos N W FI jl By 'Kumray America, Inc.' g I OR 090" Interlayer Trosifol PVB it ji By 'kummy America, Inc.' M4 j� jl 3/1V HEAT STREN'D GLASS SILICONE •••00• 000000 •0• s• •••• ••• •yW—�dLLQv'i iu � iq�(Uv•c a2aKs-mrt 10 Z • j IL Hm 00 0000 0•0 0. ••0 •00:•• on 10L •••t• 000.0• •••• • 0000 0•00• •• •• 00000 n •• •410 • :Ile 0n • • 0000• Cr0••0• ••• • 7 • � d 2N 0 SILICONE GE 1200 /-DOW CORNING 899 � DOW CORNING 995 iGE 1 99200 DOW CORNING 8 DOW GE 1200 SILICONE U� N I "1 GE 1200 SILICONE I "1 000.0 • • • ••••• • 0000• • 0000 0000 0000• • 0000• TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL Z m m WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS; W a FLANGE FLANGE TYPICAL ANCHORS SEE ELEV. FLANGE 1/4' MAX. FLANGE f =Ia a v o � NW 2BY W000 BUCK FOR SPACING SHIMS O a N ji 0 OR METAL STRUCTURE yWl it it E3 it it M2 WOOD STRUCTUR TYPICAL ANCHORS SEE ELEV. FOR SPACING M2 TYPICAL ANCHORS • !I I! O S2 I Y © SEE ELEV. FOR SVCING • : • a� g O a o N �J • •• c E7 Iv •• E1 0000 • 4LL - 1-1/4.' 12 MIN.. Q W b ^L F III 0000 • � - v {/ CALANCHORS I SEE EUV. !i I M2 d° • s ••••+,x • • • 3 " FOR SPACING li I •••••� • bi WOOD BUCK BUB E1 E3 • • • • m 000.00 $ — 1/4' MAY. .' • 3 n SHIMS • • • • • OL EQUAL LEG EQUAL LEG EQUAL LEG a . EQUAL LEG • • • a It 2BY WOOD BUCK ° - M2 • • • METAL • • • • ,- N B ! !! ORC A 1 WOOD STRUCTURE (; STRUCTURE)• • a = N o I M2 II I! 2 I < N — _ a TYPICAL ANCHORS SEE ELEV. FOR SPACING W N `- e d .0 3 a C Z h E2 -_- _ 'XTYPICALCHORS-_. Ci id M3 FOR SPACING 'v E3 • TVPIcu nNchlORs E3 i' i! � n � x x y . I SEE ELEV.` v. 18YJ FOR SPACING 1 TYPICAL ANCHORS II it SEE ELEV. o € r WOOD BUCK FOR SPACING PRODUCT REVISED n w as complying with the Florida ' Building Code NCA -No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI IND W. / Expiration Date 09r=02 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM c : _ < - C TYPICAL ANCHORS: SEE ELEV. FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. o � ory g aBy 6W R B 1/4" DIA. KWIK-CON II BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) ami-DGo aI lliiiil/h og� oa R)1/4" DLA ULTRACON BY 'ELCO' (F=177 KSI, Fy=155 KSI) (GRADE 2 CS � A�r7j/yiy STRUCTURES INTO I-DADE COUNTY APPROVED MULLIONS J •-"""•• INTO 2BY WOOD BUCKS OR WOOD ` INTO CONCRETE AND MASONRY = 2-1/2" MIN. \ �@:.• FJV3 •,, OR I 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) INTO WOOD STRUCTURE = 1" MIN. INTO ETAL STRUCTURES (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS INTO METAL STRUCTURE = 3/4" MIN. (3) T READS MIN. PENETRATION BEYOND SUBSTRATE 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) = s ALU NUM: 1/8" THK. MIN. (6063-T5 MIN.) WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. Y 1-.1/4' MIN. EMBED INTO BLOCKS (JAMBS)CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. S L• 1/5" THK. MIN. (Fy = 36 KSI MIN.) C-90 HOLLOW RLLED BLOCK AT JAMBS fm = 2000 PSI MIN. TE OF DIRECTLY INTO CONCRETE OR BLOCKS ( EL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) / 4t/�S 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ��; �3 dro.ing In W10-02 /5/yE �yy�TiAlAi'11� sheet 4 of 6 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 000.0 • • • ••••• • 0000• • 0000 0000 0000• • 0000• TYPICAL INSTALLATION DETAILSo THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW o q F / INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL M INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE 13UCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS a 00`5 U FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR dc�i TYPICAL ANCHORS ELEV. 1/4' MAX. 0 O SEE FOR SPACING SHIMS • r p �'� 213Y WOOD BUCK METAL • • O)_ M2 B3 ' OR WOOD STRUCTURE TYPICALCSEEEO FOR SPACING STRUCTURE • • • • TYPICAL..CHORS• • 6 D 0 2 �I �I . v M2 SEE ELEV. • fi C Fi li I = S2 I `w FOR 7ip�W� • • • W �IL W LL c E6 • • • • • S2 II II MIN._ .v ••••• • • • X • n .. . rT'PICAI: .. p A17CHOR5 >, .. •. ' Ij �� M2 E} Ij • • • • N • C _ I -SEE ELEV. •' FOR SPACING li i� • • • • • t n lay wool.) 000 BUCK E6 E2 E3 • • • n - L° • • • o b ru 1/4' MAX. BUCK HEIGHT �/4 • ¢ r 4 2 3/8' MIN. GAP • N • • • a C b n \\ WOOD STRUCTURE NOT BY CGI 1/2' MIN. C2 1/2' MIN. • y N n a M _,11 w 0 3 2 3/tl' MIN. FIN FRAME Mz CAULKING AULKIN CAULKING '^ C Z -� 3 p o p � C7 p¢_j TYPICAL ANCHORS: SEE ELEV. FOR SPACING I W In U #8 SMS (GRADE 2 CRS) � � � __--_.:v — INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD 1 BUCK DEPTH SHALL BE 2%'. C THE USE OF DEEPER OR c 2 Yn V. R a € R BEVELED WOODBUCKS IS HOUSE WRAP E5 E} EXTERIOR _ W P N P PERMITTED. NOT BY CGI BUCK WIDTH BUCK WIDTH rr------------- F--_-- MIMU-DARE COUNTY i I MIAMI-DADE COUNTY APPROVED I APPROVED MULLJON I MULLION k MULLION ANCHORS I I i6 o H o e m I k MULLION ANCHORSIj SEE SEPARATE NOA I I o m 8 6 3 8 1 SEE SEPARATE NOA II II o I 1 1 PRODUCT REVISED as complyln with the Florida = - Building Code o : a L -- J TYPICAL ANCHORS SEE Sw' NOA-No. 17-0915.07 09!2212020 OF !I/� v Y drawing a FOR SPACING IratIon Date ®'. no. W1 O -OG >f14 X V SMS. BY Miam ade Produo tr sheet 5 of 6 2.505 PART f Tr.068 DRSCRUMON ar 1.995812 MANF./SUPPLMR/RDLARU 495 .065 TYP. CGI -118 1.335 �1 FLANGE FRAME E1 FLANGE FRAME - 2.505 .068 T B2 1.495 4/ Wow. .995 .065 TYP. 6063-T6 1.3351 E3 OFLUSH FRAME/FIN FRAME 4/ WDW. .675 �^ I .995 'n5 -1.184- - OGLAZING BEAD (LAM. GLASS) CGI -123 -I x.120 (ps D50 __ TR �— 1.000 .125 6063-T6 ' .500-"—T 1.184 - Ea GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL 4/ WOW. 1.130--I .065 6063-T6 1550 1.680 1.450 i6o I I- FRONT FLANGE ADAPTOR 550 .050 .Oso O NAIL 1.395 FIN ADAPTER E6 FLANGE ADAPTOR F1-3951 1.119 .050 065 .050 1.081------111 M3 RLUSH FRAME COVER M2 SCREW COVER ITEM PART f QUANTITY DRSCRUMON MATERIAL MANF./SUPPLMR/RDLARU El CGI -118 4/ WOW. FLANGE FRAME 6063-T6 - E2 CGI -119 4/ Wow. FLUSH FRAME/FIN FRAME 6063-T6 - E3 CGI -121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-76 - E4 CGI -123 4/ WDW. GLA7.1G BEAD (LAM. INSUL GLASS) 6063-T6 - ES CGI -110 4/ WOW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI -109 4/ WOW. FRONT FLANGE ADAPTOR 6063-T6 - M7 CGI-3aZV AS REOD. GUSING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 Oil 124 AS RE00. SCREW COVER- OPRONAL PJC - M3 CGI -112 AS RECD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/B' 6063-T5 - • • M5 - 2/ LTTE SETTING BLOCKS EPDM DUIOMETER Vd5t5 SHORER S2 110 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHIL. PH SMS ST/ST - • • • CIRCULAR WINDOWS WELDED JOINT AT ENDS •00.90 • 00.000 0000 1 1••• Q�1}Ij/IQ • • 0 . 0 • • 0000 • RECT. OR SQUARE WINDOWS �. CORER DET S PRODUCT REVISED as complyingwith the Florida Building Coe NOA-No. 17-0918.07 Expiration Date 0912212020 y ? C '•. ATE Orlye drawings no. OR10G®�` W 1 0-02 Ja MIAMPDADE ME -0 m'umidade.gm VERIFICATION FORM and Sewer PO 'C-:330316 Miami, rivide 33233-0316 1 .";-.2'i8-5361,',P"86-268-5150 DATE: August 16, 2018 BLDG PROCESS #: M201801 M79 VF# 18 -2018W -VF - 60 INVC��Ets1#: N00052697 THIS FORM IS NOT VALID WITHOUT A PAID INVOICE AND EXP'.RFS ONE YEAR FROM THE DATE ON FORM PROJECT NAME: HALABU SFR PROJECT/AGREEMENT NUMBER: 2018W PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE ADDITION PER PLANS. CCB# 9767489278 1132060170140 9632 NE 5 AVENUE 1 33138 1 21 86 Water Remodeling, Detached Addition No No , ,No N/A 1 THIS VERIFICATION LETTER CERTIFIES THAT AVAILABILITY OF A WATER AND/OR SEWER MAIN ONLY, AND IT DOES NOT GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE, FIRE LINE OR OF A SEWER LATERAL WITH SUFFICIENT DEPTH TO SERVE THE PROPERTY. FOR ADDITIONAL INFORMATION EMAIL NEWBUSINESSSUPVLIST@MIAMIDADE.GOV. SHOULD IT BECOME NECESSARY TO INSTALL A SERVICE LINE AND/OR A SEWER LATERAL MDWASD REQUIRES THAT THE DEVELOPER RETAINS SERVICES FROM DESIGNERS AND CONTRACTORS WITH SKILL SETS FOR DESIGNING, BUILDING, AND CONNECTING TO PUBLIC WATER AND SEWER SYSTEMS. A WATER AND/OR SEWER AGREEMENT MAY BE REQUIRED. AN INSPECTION FOR ANY EXISTING SERVICES WILL BE PROCESSED WITH THIS FORM, AND A SERVICE UPGRADE MAY BE REQUIRED WHICH MAY TAKE UP TO 12 WEEKS. THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) 3 INCH WATER MAIN SIZE AND/OR DOES NOT HAVE A(N) INCH SEWER MAIN ABUTTING THE SUBJECT PROPERTY. .. �. .. SFR 3001-5000 s ft 310 d/unit) 4196 F PrevioUs Use Square .- . 2018 - SFR 3001-5000 s ft 310 d/unit Footage/3330 WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, SUBJECT TO PROHIBITIONS, OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF THE ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WHICH WILL BE THE NUMBER OF GALLONS PER DAY INCREASE STATED ABOVE. IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER AND/OR SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT IF APPLICABLE WITH THE DEPARTMENT. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST BE OBTAINED FROM D.E.R.M. SUBJECT TO RER'S TERMS AND CONDITIONS SET FORTH IN THE CONSENT DECREE (CASE NO. 1:12 -CV -24400 -FAM) OR DOH ONSITE SEWER TREATMENT & DISPOSAL SYSTEM RULES & STATUES. COMMENTS: Refunds are based on the date of payment and subject to State Statute 95-11. Some fees are not refundable. Only 5/8" meter for domestic service and no irrigation meter: Yes CUSTOMER NAME: KEVIN RAFFERTY CUSTOMER PHONE: Prepare by: Nancy Cobb Approved by: Richard Robinson L Printed Name of Reviewer I Printed Name of Supervisor Attached the Comprehensive Planning and Water Supply Certification Letter Page 1 of 2 MIAMI•DADE EM ,.idade.gw Water Supply Certification Number: WSC-2018W-VF - 60 Water Supply Certification Issued Date: August 16, 2018 Building Process Number: M2018013079 Agent/Representative: Owner: KEVIN RAFFERTY Water and Sewer PO Box 33V316 Miami, Florida 33233-0316 T 786-268-5360 F 786-268-5150 Re: Adequate Water Supply Certification for the Project HALABU SFR, Number 18 -2018W -VF - 60 The Miami -Dade Water and Sewer Department (Department) has received your request to receive water services to serve the following project which is more specifically described in the attached Agreement, Verification Form, or Ordinance Letter. Prosect Location Totals 40 1 9632 NE 5 33138 1 21 Proposed Use Square Footage! #Units Water Gallons Per Day StterGallons Per Day Previous Use Square Footage/ # Units Water Gallons Per Day Sewer Gallons Per Day The Department has evaluated your request pursuant to Policy CIE -5D and WS -2C in the County's Comprehensive Development Master Plan and Limiting Condition No. 5. of the South Florida Water Management District Water Use Permit Number 13-00017-W. Based on its review of all applicable information, the Department hereby certifies that adequate water supply is available to serve the above described project. This Adequate Water Supply Certification will expire if a building permit is not applied for within 365 days of the date of issuance of said certification. If an Agreement is executed for the proposed project, the certification will remain active with the terms of the Agreement until such time as the building permit is applied for. If a building permit is applied for in accordance with the aforementioned conditions, this certification will remain active with the building permit process. Furthermore, be advised that this adequate water supply certification does not constitute Department approval for the proposed project. Additional reviews and approval may be required from sections having jurisdiction over specific aspects of this project. Should you have any questions regarding this matter, please contact Maria A. Valdes, Chief, Planning and Water Certification Section, (786) 552-8198 or via email at mavaid .miamidade.gov. Sincerely, Nancy Cobb New Business Representative Page 2 of 2 ' Official Payments - Pay Taxes, Utility Bills, Tuition & More Online Page 1 of 1 This is a "printer friendly" page. Please use the "print' optionin your browser to print this screen. r, OF -ICTAL, PAYMENTS' Miami -Dade Water & Sewer Department New Business or Job Orders Kiosk Payments To print this page press CTRL + P or right click on your mouse and select Print from the menu. Confirmation Number: 228036241155 Payment Date: Thursday, August 16, 2018 Payment Time: 10:08AM ET Payer Information Name: KYLE RAFFERTY Street Address: 4800 Taylor Street Convenience Fee: Hollywood, FL 33021 Total Payment: United States Daytime Phone (786) 299 - 3843 Number: E-mail Address: kylerafferty92@gmail.com Invoice #: N00052697 Customer #: 00024513 Name: DAVID HALABU Location: KKMPIC Invoice Amount: $30.00 Card Information Card Type: Debit Card Card Number: ************9964 Card Verification ,*** Number: Payment Information Payment Type: New Business or Job Orders Kiosk Payments Payment Amount: $30.00 Convenience Fee: $0.60 Total Payment: $30.60 Thank you I`Cc using Official Payments. If you have a question regarding your payment, please call us toll free at 1-800-487-4517. To make payments in the future, please visit our website at www.officialpayments.com. Copyright © 2018 Official Payments Corporation. All Rights Reserved. Official Paymers Corporation is a licensed money transmitter in 44 states, the District of Columbia, and Puerto Rico. Official Payments i not required to be licensed as a money transmitter in Indiana, Massachusetts, Montana, New Mexico, South Carolina or Wisconsin. https://www.officialpayments-cm/pc_step6_print.jsp 8/16/2018 MIAMI-DADE "/Dater & Sewer Department New Business Office P.O. Box 330316 Miami, FL 33233-0316 Invoice Number Customer Number Invoice Date Business Process Number (X) Total Amount Due DAVID HALABU 9632 NE 5 AVENUE ROAD MIAMI SHORES FL 33138 Note: VF- M2018013079 FOR SINGLE FAMILY RESIDENCE ADDITION AT 9632 NE 5 AVENUE. FOLIO# 1132060170140. LOT 21 BILK 86. ER Water ER Sewer Agreement ID Invoice N00052697 00024513 August 16, 2018 $30.00 Description JO/A mt Qtv UOM Unit Price Char a Amt Interest Line Total Total Standard Charges $30.00 Total Invoice $30.00 Printed on 8/16/2018 by E152949 at WETOFFICE To pay online go to: http //ww8tp6amidade.goy/water/construction-development-payments.asp Paymnt must be made within 72 hours of receipt of invoice. Refunds are based on the date)f payment and subject to State Statute 95-11. Some fees are not refundable. ,SNp Miami Shores Village Building Department 10050 NE 2 nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida ... Building Code 6th Edition (2017) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered •..' arch itect/professional engineer licensed in the State of Florida. • • • • • 0000.. Process Number; • • • • • • • • 0000 0000 _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 6th Edition (2017) • • • • • • 0000 _ Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for • • • • • • _ Trusses > 35 ft. long or 6 ft. high • .00000 _ Steel Framing and Connections welded or bolted • • 00 0 00 0 Soil Compaction 00 0 _ Precast Attachments _ Roofing Applications, Lt. Weight. Insul.Conc. _ Other Note: Only the marked boxes apply.i The following individuals ployedr ' firm or me is authorized representative to perform inspecYo � _ I� t 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 judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approval plans. Signed d Sea ed Date: _ Engineer/Ar Wtect Name yt' yy-ej PrAnt qolo Address 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. Halabu Residence Residential Remodel 9632 N.E. 5th Avenue Road .--- Miami Shores Flo�►r al j'�'� ,;� v "Structural Calculations" Design Criteria: , , The 2017 Florida Building Code, 175 m.p.h. 3 -second ultimate Gust Velocil0*,. Exposure "C", Enclosed Building (GCpi = +/-0.18), Risk Category II. *909 Structural Engineer: Thomas M. Kelaher, P.E. — Florida P.E. #40159 1108 Southeast 14th Terrace.4„1,,,11 Deerfield Beach, Florida j3 %ICHA&! Phone• (QA � ) 360-9G 0000 •..• Sheet Index 00:00: Page i Cover Sheet • • • • Page 2 ........................ Design Load Schedule • • • • • • . . . Pages 3 thru io ......... Design Wind Pressures Calculations Pages ii thru 23 ........ Analysis for 2nd Floor Beams .'. Pages 24 thru 35 ....... Analysis for Columns & Foundations Pages 36 thru 15 ......... Analysis of Wind Uplift Load Path, inc. Connections Appendix A ............... Technical literature for "Simpson Strongtie" Connectors Appendix B ............... Technical literature for "Wedge Bolt" anchors (by Powers) Appendix C ............... Technical literature for "Kwik Bolt 3" Wedge Anchors (by HILTI) Architect: ARCHITECT ONE. COM - ARCHITECTURE 825 S.E. 8th Avenue, Suite 101 0000 Deerfield Beach, Florida 33441 ` Phone: (954) 427-1069 FAX: (954) 428-9133 Structural Engineer: Thomas M. Kelaher, P.E. — Florida P.E. #40159 1108 Southeast 14th Terrace.4„1,,,11 Deerfield Beach, Florida j3 %ICHA&! Phone• (QA � ) 360-9G 0000 0000.. 0000 . .. 0000.. 0.000. 0000 0000 0 0 0 0 0 0000 0000. 0000 0000.. 0 0 0 0. 0 0000.. 0000.. 5 FAX: (954) 360- :' �� `•°•.. `act I c.0 0.T tkelaheren r comcast e : No. 40159 �> TATE ` i MecaWind Pro v2.2.7.3 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 5/24/2018 Project HALABU RESIDENCE - in Miami Shores, Florida Design Wind Pressures Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure No 0.85 Importance Factor = 1.00 Kd Directional Factor = = 900.00 ft Alpha - P 9.50 Zg - 1.00 At = 0.11 Bt - 0.65 Am = 0.15 Bm 1 500.00 ft Cc = = 0.20 0.20 Zmin = 15.00 ft 009i Epsilon Pitch of Roof - 4.2 : 12 Slope of Roof(Theta) = 1.9.29 Deg •00.0• h: Mean Roof Ht = 25.50 ft Type of Roof = HIPPED• • -22!e0 tt ••• - RHt: Ridge Ht - 29.00 ft Eht: Eave Height Overhead Type = = Overika" 0 • •• • •• • OH: Roof Overhang at Eave= = 2.00 ft 60.00 ft Bldg Width Across Ridge= 9.00�4.f� 0 Bldg Length Along Ridge Hipped Ridge = 20.00 ft Roof Slope on Hip End = 19.29 Deg Length of 0000 0000 0000 Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method 000000 0000 Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 09 90 00.0 Gust Factor Category II Rigid Structures - Complete Analysis- • Zm: 0.6*Ht = 15.30 f� • 0.23 9 • • 0000•• lzm: Cc*(33/Zm)^0.167 = 0 428.75 ft • • 0 Lzm: 1*(Zm/33)^Epsilon = 0.92 0• • •• • Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 • • • Gust2: 0.925*((1+1.7*lzm*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 = 0.65 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 L 4 B rA 0000•• 0000•• 0000•• • 0000• 0000• 0000•• • • • 0000•• 0000•• 3 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.95 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd 37.95 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 = 2600.25 ft^2 Roof Area = 0.80 Reduction Factor based on Roof Area MWFRS-Wall Pressures for Wind Normal to 60 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -22.96 -9.30 Side Walls -0.70 -29.41 -15.75 Wall Elev Kz Kzt Cp qz Press Press Total £t psf +GCpi -GCpi +/-GCpi ----------------------- ---------------------------- Windward 22.00 0.92 1.00 0.80 36.79 18.19 31.85 41.15 Windward 12.00 0.85 1.00 0.80 33.94 16.25 29.91 39.21 Windward 2.00 0.85 1.00 0.80 33.94 16.25 29.91 39.21 Roof Location Cp Pressure Pressure +GCpi(psf)-GCpi(psf) -------------------------------------------------------- 9999 Windward - Min Cp -0.53 -23.93 0 -106.27 9999 Windward - Max Cp -0.07 -9.09 000 4.57 87 -12.•20 59 -25 0. . 9999 Leeward Norm to Ridge -• • • Hipped End (.00 to 12.75 ft) -0.94 -37.11 00ft313.•14 •• • Hipped End (12.75 to 25.50 ft) -0.85 -34.09 0•w:4 A3 0 Hipped End (25.50 to 44.00 ft) -0.56 -24.74 0� 1.07 9999 overhangTo (Windward) -0.53 -17.10 • •10 • • p -0.59 -19.03 • 999 Overhang Top (Leeward) overhang To (Side Wall)(.00 to 12.75 ft) -0.94 -30.28 00w4x928 9060 Overhang Top (Side Wall)(12.75 to 25.50 ft) -0.85 -27.26 000-1 7!26 6•�• Overhang Top (Side Wall)(25.50 to 40.00 ft) -0.56 -17.90 -1.1.90 Overhang Bot (Windward only) 0.80 25.02 4*,*9V X02 • •0.00• Normal to Ridge - Base Reactions - Walls+Roof +GCpi •0• • Description Press Area Fx FY Fz Mx My Mz 9 0 0 psf ft^2 Kip Kip Kip K -ft K -ft K -ft •• • _ _ _ ------------------------------ --------------------------------- Leeward Wall -22.96 1320 .00 30.31 .00 333.4 .0 .0 Side Wall -29.41 880 -25.88 .00 .00 .0 284.7 .0 Side Wall -29.41 880 25.88 .00 .00 .0 -284.7 .0 Windward Wall 18.19 600 .00 10.91 .00 185.5 .0 .0 Windward Wall 16.25 600 .00 9.75 .00 68.2 .0 .0 Windward Wall 16.25 120 .00 1.95 .00 1.9 .0 .0 Roof Windward -23.93 848 .00 -6.70 19.14 20.6 .0 .0 Roof Leeward -25.87 848 .00 7.24 20.69 -22.2 .0 .0 OH Top Windward -17.10 131 .00 -0.74 2.12 28.5 .0 .0 OH Top Leeward -19.03 131 .00 0.83 2.36 -31.7 .0 .0 OH Top (0 to h/2) -30.28 28 0.28 .00 0.79 11.9 18.4 -4.2 OH Top (0 to h/2) -30.28 28 -0.28 .00 0.79 11.9 -18.4 4.2 Roof End (h/2 to h) -34.09 171 1.92 -0.00 5.49 25.4 75.0 -8.9 Roof End (h/2 to h) -34.09 171 -1.92 .00 5.49 25.4 -75.0 8.9 OH Top (h/2 to h) -27.26 20 0.18 .00 0.50 2.3 11.8 -0.8 OH Top (h/2 to h) -27.26 20 -0.18 .00 0.50 2.3 -11.8 0.8 Roof End (h/2 to h) -34.09 77 0.86 0.00 2.46 -4.3 29.7 1.5 Roof End (h/2 to h) -34.09 77 -0.86 .00 2.46 -4.3 -29.7 -1.5 OH Top (h/2 to h) -27.26 7 0.07 .00 0.19 -0.3 4.5 0.1 OH Top (h/2 to h) -27.26 7 -0.07 .00 0.19 -0.3 -4.5 -0.1 OH Top (h to 2h) -17.90 41 0.24 .00 0.69 -8.5 16.2 3.0 OH Top (h to 2h) -17.90 41 -0.24 .00 0.69 -8.5 -16.2 -3.0 OH Bot Windward 25.02 127 .00 -1.05 3.00 40.3 .0 .0 Roof End (0 to h/2) -37.11 61 0.75 .00 2.14 27.5 39.2 -9.6 Roof End (0 to h/2) -37.11 61 -0.75 .00 2.14 27.5 -39.2 9.6 Roof End (h to 2h) -24.74 144 1.18 .00 3.37 -30.3 54.3 10.6 Roof End (h to 2h) -24.74 144 -1.18 .00 3.37 -30.3 -54_3---_10_6 Total 00 7581 .00 52.50 78.59 671.9 .0 -0.0 Normal to Ridge - Base Reactions - Walls only +GCpi Description Press Area FX Fy Fz Mx My Mz 9999•• 9999•• 9999•• 9999• 9999• 9999•• 9999•• • • • • • • iii psf ft^2 Kip Kip Kip K -ft K -ft K -ft -------------------- Leeward Wall -22.96 1320 00 30.31 .00 333.4 .0 Side Wall -29.41 880 -25.88 .00 .00 .0 284.7 .0 Side Wall -29.41 880 25.88 .00 .00 .0 -284.7 .0 Windward Wall 18.19 600 .00 10.91 .00 185.5 .0 .0 Windward Wall 16.25 600 .00 9.75 .00 68.2 .0 .0 Windward Wall 16.25 120 .00 1.95-----_00-----1_9------.0------_0 Total 00 4400 00 52.92 .00 589.1 .0 .0 Normal to Ridge - Base Reactions - Walls+Roo£ -GCpi Description Press Area Fx Fy Fz Mx My Mz psf ft^2 Kip Kip Kip K -ft K -ft K -ft --------------------------- --------------------------------------------- Leeward Wall -9.30 1320 .00 12.27 .00 135.0 .0 .0 - Side Wall -15.75 880 13.86 .00 .00 .0 152.5 .0 Side Wall -15.75 880 13.86 .00 .00 .0 -152.5 .0 Windward Wall 31.85 600 .00 19.11 .00 324.9 .0 .0 Windward Wall 29.91 600 .00 17.95 .00 125.6 .0 .0 Windward Wall 29.91 120 .00 3.59 .00 3.6 .0 .0 Roof Windward 4.57 848 .00 1.28 -3.66 -3.9 .0 .0 Roof Leeward -12.20 848 .00 3.42 9.76 -10.5 .0 .0 OH Top Windward -17.10 131 .00 -0.74 2.12 28.5 .0 .0 OH Top Leeward -19.03 131 .00 0.83 2.36 -31.7 .0 •0 •••• OH Top (0 to h/2) -30.28 28 0.28 .00 0.79 11.9 �8.4 -4.2• • OH Top (0 to h/2) -30.28 28 -0.28 .00 0.79 11.9 -18.4•• 4.2 •••• Roof End (h/2 to h) -20.43 171 1.15 -0.00 3.29 15.2 41!9 • -5.3 •••• Roof End (h/2 to h) -20.43 171 -1.15 .00 3.29 15.2 -44199p•• 5.30••• OH Top (h/2 to h) -27.26 20 0.18 .00 0.50 2.3 ��•� •• -0.8 • OH Top (h/2 to h) -27.26 20 -0.18 .00 0.50 2.3 -11.8 0.8 Roof End (h/2 to h) -20.43 77 0.52 0.00 1.48 -2.6 •1•!!a•• 0.9 •••• • Roof End (h/2 to h) -20.43 77 -0.52 .00 1.48 -2.6 -1.7.4• -0• •••• OH Top (h/2 to h) -27.26 7 0.07 .00 0.19 -0.3 0•40�66 0.1 •••• OH Top (h/2 to h) -27.26 7 -0.07 .00 0.19 -0.3 -4.5 • -0.1 • OH Top (h to 2h) -17.90 41 0.24 .00 0.69 -8.5 •1.6.2• 3.8•••• OH Top (h to 2h) -17.90 41 -0.24 .00 0.69 -8.5 *LG.Q•• -3.0 • OH Bot Windward 25.02 127 .00 -1.05 3.00 40.3 0 •0 0 '0 Roof End (0 to h/2) -23.44 61 0.47 .00 1.35 17.4 24.8 -6.i••••• • Roof End (0 to h/2) -23.44 61 -0.47 .00 1.35 17.4 024.•• 6.i Roof End (h to 2h) -11.07 144 0.53 .00 1.51 -13.6 i14.3 • 4.700 • Roof End (h to 2h) -11.07 144 -0.53 .00 1.51 -13.6 -24.3 -4••••••• ------------------------------------ Total 00 7581 .00 56.65 33.19 655.5 .0 -0.0 Normal to Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fx Fy Fz Mx My Mz Windward Wall psf ft^2 Kip Kip Kip K -ft K -ft K -ft Leeward Wall -9.30 1320 --------------------------------- .00 12.27 .00 135.0 .0 .0 Side Wall -15.75 880 13.86 .00 .00 .0 152.5 .0 Side Wall -15.75 880 13.86 .00 .00 .0 -152.5 .0 Windward Wall 31.85 600 .00 19.11 .00 324.9 .0 .0 Windward Wall 29.91 600 .00 17.95 .00 125.6 .0 .0 Windward Wall 29.91 120 .00 3.59 .00 3.6 .0 .0 Total 00 4400 --------------------------------- .00 52.92 .00 589.1 .0 .0 Normal to Ridge - Base Reactions - Walls+Roof MIN Description Press .,Area* Fx Mx psf ft^2 Kip ------------------------------------------ Windward Wall 9.60 600 Windward Wall 9.60 600 Windward Wall 9.60 120 Roof Windward 4.80 280 Roof Leeward 4.80 280 OH Top Windward 4.80 43 OH Top Leeward 4.80 43 OH Top (0 to h/2) 4.80 0 OH Top (0 to h/2) 4.80 0 Roof End (h/2 to h) 4.80 0 Roof End (h/2 to h) 4.80 0 OH Top (h/2 to h) 4.80 0 •••••• • • Fy Fz Mx My Mz Kip Kip K -ft K -ft K -ft ------------------------------------------- .00 5.76 .00 97.9 .0 .0 .00 5.76 .00 40.3 .0 .0 .00 1.15 .00 1.2 .0 .0 .00 1.34 .00 34.3 .0 .0 .00 1.34 .00 34.3 .0 .0 .00 0.21 .00 4.5 .0 .0 .00 0.21 .00 4.5 .0 .0 .00 .00 .00 .0 .0 .0 .00 .00 .00 .0 .0 .0 .00 0.00 .00 0.0 .0 -0.0 .00 0.00 .00 0.0 .0 0.0 .00 .00 .00 .0 .0 .0 •••••• • • OH Top (h/2 to h) 4.80 0 .00 .00 .00 .0 .0 .0 Roof End (h/2 to h) 4.80 0 .00 0.00 .00 0.0 .0 -0.0 Roof End (h/2 to h) 4.80 0 .00 0.00 .00 0.0 .0 0.0 OH Top (h/2 to h) 4.80 0 .00 .00 .00 .0 .0 .0 OH Top (h/2 to h) 4.80 0 .00 .00 .00 .0 .0 .0 OH Top (h to 2h) 4.80 0 .00 .00 .00 .0 .0 .0 OH Top (h to 2h) 4.80 0 .00 .00 .00 .0 .0 .0 Roof End (0 to h/2) 4.80 0 .00 0.00 .00 0.0 .0 -0.0 Roof End (0 to h/2) 4.80 0 .00 0.00 .00 0.0 .0 0.0 Roof End (h to 2h) 4.80 0 .00 0.00 .00 0.0 .0 -0.0 Roof End (h to 2h) 4.80 0 .00 0.00 .00 0.0 .0 0.0 -------------------------- -------------------------------- Total -00----1967 .00 15.78 .00 217.0 .0 .0 Notes - Normal to Ridge 7.27 .00 .00 Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Windward Wall Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) 6.50 .00 Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) 80 Note (5) Hipped ends considered as parallel to ridge for all theta. .00 Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 19.3 Deg, h/1= 0.43 .0 Note (7) No internal pressure considered (GCpi = 0) for -Overhang 333 Note (8) Overhang bottom based upon windward wall Cp and GCpi = 0. .0 Note (9) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical -42.70 Note (10) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf 1.11 Note (11) Area* = Area of the surface projected onto a vertical plane normal to wind.•••• MWFRS-Wall Pressures for Wind Normal to 40 ft wall (Along Ridge) • • • • • 9999 All pressures shown are based upon ASD Design, with a Load Factor of .6 •• • 900:0• 9.8 OH Top (0 to h/2) -42.70 89 Wall Cp Pressure Pressure • 00•699 0 +GCpi (psf) -GCpi (psf) 0000 • • • • • • ----------------- Leeward Wall -0.40 -19.74 ----------- -6.07 �••� • • 9999 Side Walls -0.70 -29.41 -15.75 9999•• • • •0•• 0 -35.87 171 •• •• 9999 Wall Elev Kz Kzt Cp qz Press Press Total 000000 • ft psf +GCpi -GCpi +/-GCpi• • • • • • ------------------------------------------------------------------2 Windward 29.00 0.98 1.00 0.80 39.00 19.69 33.35 39.4§ • :0 0.0• Windward 22.00 0.92 1.00 0.80 36.79 18.19 31.85 37.92000 00 00 0 Windward 12.00 0.85 1.00 0.80 33.94 16.25 29.91 35.98 0 0 0 Windward 2.00 0.85 1.00 0.80 33.94 16.25 29.91 35.98 •• • Roof - Dist from Windward Edge Cp Pressure Pressure -0.88 2.51 2.7 +GCpi(psf)-GCpi(psf) -7.2 Roof (h/2 to h) ---------------------------------------------------------------- Roof: 0.0 ft to 12.8 ft -0.90 -35.87 -22.20 0.88 Roof: 12.8 ft to 25.5 ft -0.90 -35.87 -22.20 7.2 Roof: 25.5 ft to 51.0 ft -0.50 -22.96 -9.30 Roof: 51.0 ft to 64.0 ft -0.30 -16.51 -2.85 OH Top : 0.0 ft to 12.8 ft -0.90 -42.70 -42.70 Overhang Top 12.8 ft to 25.5 ft -0.90 -42.70 -42.70 Overhang Top 25.5 ft to 51.0 ft -0.50 -29.79 -29.79 Overhang Top 51.0 ft to 64.0 ft -0.30 -23.34 -23.34 Along Ridge - Base Reactions - Walls+Roof +GCpi Description Press Area Fx FY Fz Mx MY Mz psf ft^2 Kip Kip Kip K -ft K -ft K -ft ------------------------------------------------------------------------------------- Leeward Wall -19.74 880 17.37 .00 .00 .0 -191.0 .0 Side Wall -29.41 1320 .00 38.83 .00 427.1 .0 .0 Side Wall -29.41 1320 .00 -38.83 .00 -427.1 .0 .0 Windward Wall 18.19 400 7.27 .00 .00 .0 -123.7 .0 Windward Wall 16.25 400 6.50 .00 .00 .0 -45.5 .0 Windward Wall 16.25 80 1.30 .00 .00 .0 -1.3 .0 Roof (0 to h/2) -35.87 333 -3.95 .00 11.28 .0 -183.4 .0 OH Top (0 to h/2) -42.70 28 .00 -0.39 1.11 14.9 -27.9 -9.8 OH Top (0 to h/2) -42.70 28 .00 0.39 1.11 -14.9 -27.9 9.8 OH Top (0 to h/2) -42.70 89 -1.26 .00 3.59 .0 -84.0 .0 Roof (h/2 to h) -35.87 171 0.00 -2.02 5.77 21.2 -84.4 -29.5 Roof (h/2 to h) -35.87 171 .00 2.02 5.77 -21.2 -84.4 29.5 OH Top (h/2 to h) -42.70 20 .00 -0.28 0.79 10.6 -11.6 -4.0 OH Top (h/2 to h) -42.70 20 .00 0.28 0.79 -10.6 -11.6 4.0 Roof (h/2 to h) -35.87 74 .00 -0.88 2.51 2.7 -20.7 -7.2 Roof (h/2 to h) -35.87 74 .00 0.88 2.51 -2.7 -20.7 7.2 9999•• • 9999•• 9999•• 9999• 9999•• 9999•• 9999•• 10 OH Top (h/2 to h) -42.70 7 .00 -0.10 0.30 4.0 -2.5 -0.9 OH Top (h/2 to h) -42.70 7 .00 0.10 0.30 -4.0 -2.5 0.9 Roof (h to 2h) -22.96 350 .00 -2.65 7.58 8.1 13.3 4.6 Roof (h to 2h) -22.96 350 .00 2.65 7.58 -8.1 13.3 -4.6 OH Top (h to 2h) -29.79 35 .00 -0.34 0.98 13.2 1.7 0.6 OH Top (h to 2h) -29.79 35 .00 0.34 0.98 -13.2 1.7 -0.6 Roof (h to 2h) -22.96 167 -0.00 -1.27 3.62 13.1 52.6 18.4 Roof (h to 2h) -22.96 167 .00 1.27 3.62 -13.1 52.6 -18.4 OH Top (h to 2h) -29.79 19 .00 -0.19 0.54 7.2 7.8 2.7 OH Top (h to 2h) -29.79 19 .00 0.19 0.54 -7.2 7.8 -2.7 Roof (>2h) -16.51 338 1.84 .00 5.27 .0 84.9 .0 Roof (>2h) -16.51 73 .00 -0.40 1.13 10.4 27.7 9.7 Roof (>2h) -16.51 73 .00 0.40 1.13 -10.4 27.7 -9.7 OH Top (>2h) -23.34 23 .00 -0.18 0.51 6.9 12.6 4.4 OH Top (>2h) -23.34 23 .00 0.18 0.51 -6.9 12.6 -4.4 OH Top (>2h) -23.34 89 0.69 .00 1.96 .0 45.9 .0 Roof (0 to h/2) -35.87 61 .00 -0.73 2.07 17.2 -47.3 -16.6 Roof (0 to h/2) -35.87 61 .00 0.73 2.07 -17.2 -47.3 16.6 Roof (h/2 to h) -35.87 91 -1.07 .00 3.07 .0 -20.8 .0 Roof (h to 2h) -22.96 86 0.65 .00 1.86 .0 12.2 .0 OH Top (>2h) -23.34 2 .00 -0.02 0.05 0.6 1.4 0.5 OH Top (>2h) -23.34 2 .00 0.02 0.05 -0.6 1.4 -0.5 Total 00 ------------------------------------- 7484 29.35 0.00 80.95 -0.0 -661.3 -0.0 Along Ridge - Base Reactions - Walls Only +GCpi •••• Description Press Area Fx FY Fz Mx M3f •••MZ •••• •• " " • psf ft^2 Kip Kip Kip K -ft K -f$• lE "60 • •-ft ••• • • • ------------------------------------ ----------------------------------_ Leeward Wall -19.74 880 17.37 .00 .00 .0 - 41y0:•• .0 • Side Wall -29.41 1320 .00 38.83 .00 427.1 .0 0 • • •••••• Side Wall -29.41 1320 .00 -38.83 .00 -427.1 •'�(f '• .0••'••• • • Windward Wall 18.19 400 7.27 .00 .00 .0 -12Z•'i• 0 •••• ••••• Windward Wall 16.25 400 6.50 .00 .00 .0 .4�6•• 0 •••• ••�••• Windward Wall 16.25 80 1.30 .00 .00 ----------- .0 10� • .0 • 00-S-9 ------- 6 • • • • • • • • • ------------------------------------------------------------- Total .00 4400 32.44 .00 .00 .0 --*A* •• .0 • ' • • • • • •••••• Along Ridge - Base Reactions - walls+Roof -GCpi • • �• " " Description Press Area Fx Fy Fz Mx MYMz•00 • • psf ft^2 Kip Kip Kip K -ft K -ft K -ft •• • ------------------------------------------------------------------------------------- Leeward Wall -6.07 880 5.34 .00 .00 .0 -58.8 .0 Side Wall -15.75 1320 .00 20.79 .00 228.7 .0 .0 Side Wall -15.75 1320 .00 -20.79 .00 -228.7 .0 .0 Windward Wall 31.85 400 12.74 .00 .00 .0 -216.6 .0 Windward Wall 29.91 400 11.96 .00 .00 .0 -83.8 .0 Windward Wall 29.91 80 2.39 .00 .00 .0 -2.4 .0 Roof (0 to h/2) -22.20 333 -2.44 .00 6.98 .0 -113.6 .0 OH Top (0 to h/2) -42.70 28 .00 -0.39 1.11 14.9 -27.9 -9.8 OH Top (0 to h/2) -42.70 28 .00 0.39 1.11 -14.9 -27.9 9.8 OH Top (0 to h/2) -42.70 89 -1.26 .00 3.59 .0 -84.0 .0 Roof (h/2 to h) -22.20 171 0.00 -1.25 3.57 13.1 -52.3 -18.3 Roof (h/2 to h) -22.20 171 .00 1.25 3.57 -13.1 -52.3 18.3 OH Top (h/2 to h) -42.70 20 .00 -0.28 0.79 10.6 -11.6 -4.0 OH Top (h/2 to h) -42.70 20 .00 0.28 0.79 -10.6 -11.6 4.0 Roof (h/2 to h) -22.20 74 .00 -0.54 1.55 1.7 -12.8 -4.5 Roof (h/2 to h) -22.20 74 .00 0.54 1.55 -1.7 -12.8 4.5 OH Top (h/2 to h) -42.70 7 .00 -0.10 0.30 4.0 -2.5 -0.9 OH Top (h/2 to h) -42.70 7 .00 0.10 0.30 -4.0 -2.5 0.9 Roof (h to 2h) -9.30 350 .00 -1.07 3.07 3.3 5.4 1.9 Roof (h to 2h) -9.30 350 .00 1.07 3.07 -3.3 5.4 -1.9 OH Top (h to 2h) -29.79 35 .00 -0.34 0.98 13.2 1.7 0.6 OH Top (h to 2h) -29.79 35 .00 0.34 0.98 -13.2 1.7 -0.6 Roof (h to 2h) -9.30 167 -0.00 -0.51 1.47 5.3 21.3 7.4 Roof (h to 2h) -9.30 167 .00 0.51 1.47 -5.3 21.3 -7.4 OH Top (h to 2h) -29.79 19 .00 -0.19 0.54 7.2 7.8 2.7 OH Top (h to 2h) -29.79 19 .00 0.19 0.54 -7.2 7.8 -2.7 Roof (>2h) -2.85 338 0.32 .00 0.91 .0 14.6 .0 Roof (>2h) -2.85 73 .00 -0.07 0.19 1.8 4.8 1.7 Roof (>2h) -2.85 73 .00 0.07 0.19 -1.8 4.8 -1.7 OH Top (>2h) -23.34 23 .00 -0.18 0.51 6.9 12.6 4.4 OH Top (>2h) -23.34 23 .00 0.18 0.51 -6.9 12.6 -4.4 OH Top (>2h) -23.34 89 0.69 .00 1.96 .0 45.9 .0 Roof (0 to h/2) -22.20 61 .00 -0.45 1.28 10.6 -29.3 -10.3 Roof (0 to h/2) -22.20 61 .00 0.45 1.28 -10.6 -29.3 10.3 Roof (h/2 to h) -22.20 91 -0.66 .00 1.90 .0 -12.9 .0 Roof (h to 2h) -9.30 86 0.26 .00 0.75 .0 5.0 .0 OH Top (>2h) -23.34 2 .00 -0.02 0.05 0.6 1.4 0.5 OH Top (>2h) -23.34 2 .00 0.02 0.05 -0.6 1.4 -0.5 ------------------------------------------------------------------------------------- Total .00 7484 29.35 0.00 46.93 -0.0 -669.1 -0.0 Along Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fx FY Fz Mx My Mz psf ft^2 Rip Kip Kip K -ft K -ft K -ft ------------------------------------------------------------------------------------- Leeward Wall -6.07 880 5.34 .00 .00 .0 -58.8 .0 Side Wall -15.75 1320 .00 20.79 .00 228.7 .0 .0 Side Wall -15.75 1320 .00 -20.79 .00 -228.7 .0 .0 Windward Wall 31.85 400 12.74 .00 .00 .0 -216.6 .0 Windward Wall 29.91 400 11.96 .00 .00 .0 -83.8 .0 Windward wall 29.91 80 2.39 .00 .00 .0 -2.4 .0 ------------------------------------------------------------------------------------- Total .00 4400 32.44 .00 .00 .0 -361.5 .0 Along Ridge - Base Reactions - Walls+Roof MIN Description Press Area* Fx FY Fz Mx My Mz psf ft^2 Kip Kip Kip K -ft K -ft K -ft 0000 ------------------------------------------------------------------------------------- Windward Wall 9.60 400 3.84 .00 .00 .0 -a5.3 • .0 0000 Windward Wall 9.60 400 3.84 .00 .00 .0 -26.� i 10 •0• • Windward Wall 9.60 80 0.77 .00 .00 .0 8 •0 .00 • • •• • Roof (0 to h/2) 4.80 110 0.53 .00 .00 .0 1 . 0 OH Top (0 to h/2) 4.80 0 .00 .00 .00 .0 0•!(r0•0 • OH Top (0 to h/2) 4.80 0 .00 .00 .00 .0 •04 • 0 •606 OH Top (0 to h/2) 4.80 29 0.14 .00 .00 .0 % .• •• O• • 0.00 Roof (h/2 to h) 4.80 0 0.00 .00 .00 .0 -0. -0.0 Roof (h/2 to h) 4.80 0 0.00 .00 .00 .0 '-%( •: 0.0 •0•• OH Top (h/2 to h) 4.80 0 .00 .00 .00 .0 •0.G• •Q••i• OH Top (h/2 to h) 4.80 0 .00 .00 .00 .0 •0•• i0• 0 • Roof (h/2 to h) 4.80 0 .00 .00 .00 .0 • .0 Roof (h/2 to h) 4.80 0 .00 .00 .00 .0 0 .0 • O' 0 00000 OH Top (h/2 to h) 4.80 0 .00 .00 .00 .0 0 .00 .d OH Top (h/2 to h) 4.80 0 .00 .00 .00 .0 *ort .0 Roof (h to 2h) 4.80 0 .00 .00 .00 .0 .0 .400 •• 0 Roof (h to 2h) 4.80 0 .00 .00 .00 .0 .0 .00 0 • OH Top (h to 2h) 4.80 0 .00 .00 .00 .0 .0 .0 OH Top (h to 2h) 4.80 0 .00 .00 .00 .0 .0 .0 Roof (h to 2h) 4.80 0 0.00 .00 .00 .0 -0.0 -0.0 Roof (h to 2h) 4.80 0 0.00 .00 .00 .0 -0.0 0.0 OH Top (h to 2h) 4.80 0 .00 .00 .00 .0 .0 .0 OH Top (h to 2h) 4.80 0 .00 .00 .00 .0 .0 .0 Roof (>2h) 4.80 112 0.54 .00 .00 .0 -12.8 .0 Roof (>2h) 4.BO 0 .00 .00 .00 .0 .0 .0 Roof (>2h) 4.80 0 .00 .00 .00 .0 .0 .0 OH Top (>2h) 4.80 0 .00 .00 .00 .0 .0 .0 OH Top (>2h) 4.80 0 .00 .00 .00 .0 .0 .0 OH Top (>2h) 4.80 29 0.14 .00 .00 .0 -3.1 .0 Roof (0 to h/2) 4.80 0 0.00 .00 .00 .0 -0.0 -0.0 Roof (0 to h/2) 4.80 0 0.00 .00 .00 .0 -0.0 0.0 Roof (h/2 to h) 4.80 30 0.14 .00 .00 .0 -3.9 .0 Roof (h to 2h) 4.80 28 0.14 .00 .00 .0 -3.7 .0 OH Top (>2h) 4.80 0 .00 .00 .00 .0 .0 .0 OH Top (>2h) 4.80 0 .00 .00 .00 .0 .0 .0 ------------------------------------------------------------------------------------- Total .00 1219 10.07 .00 .00 .0 -132.0 .0 Notes - Along Ridge Note (1) OH = Overhang, no internal pressure considered for Overhang (GCpi=O) Note (2) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.43 Note (3) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (4) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (5) Area* = Area of the surface projected onto a vertical plane normal to wind. Total Base Reaction Summary Description Fx Fy Fz Mx My Mz Kip Kip Kip K -ft K -ft K -ft -------------------------------------------------------------------------------------- Normal to Ridge Walls+Roof +GCpi .0 52.5 78.6 671.9 .0 -0.0 0000•• • • • 0000•• 0000•• 0000• 0000• •••0•• • •t•••• 0000•• a Normal to Ridge Walls Only +GCpi .0 52.9 .0 589.1 .0 .0 Normal to Ridge Walls+Roof -GCpi .0 56.7 33.2 655.5 .0 -0.0 Normal to Ridge Walls Only -GCpi .0 52.9 .0 589.1 .0 .0 Normal to Ridge Walls+Roof MIN .0 15.8 .0 217.0 .0 .0 Along Ridge Walls+Roof +GCpi 29.3 0.0 81.0 -0.0 -661.3 -0.0 Along Ridge Walls Only +GCpi 32.4 .0 .0 .0 -361.5 .0 Along Ridge Walls+Roof -GCpi 29.3 0.0 46.9 -0.0 -669.1 -0.0 Along Ridge Walls Only -GCpi 32.4 .0 .0 .0 -361.5 .0 Along Ridge Walls+Roof MIN 10.1 .0 .0 .0 -132.0 .0 Notes Applying to MWFRS Reactions: Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof. Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (4) MIN area is the area of the surface onto a vertical plane normal to wind. Note (5) Total Roof Area (incl OH Top) = 2600.25 sq. ft Wind Pressure on Components and Cladding (Ch 30 Part 1) •••• Roof not, ....*90000 .... C S�lOtill 1 i 7i 1 !2 •••••• •••• I� � • � \2 v 5 5 ; a .. .. . NSP (i00f 1 < 0 = 27 fl All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 4.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- Roof Components 2.00 5.47 10.9 1 0.49 -0.90 25.51 -40.84 Roof Components 2.00 7.74 20.0 1 0.44 -0.87 23.53 -39.85 Roof Components 2.00 12.24 49.9 1 0.36 -0.83 20.51 -38.34 Roof Components 2.00 17.32 100.0 1 0.30 -0.80 18.22 -37.19 Roof Components 2.00 5.47 10.9 2 0.49 -1.68 25.51 -70.61 Roof Components 2.00 7.74 20.0 2 0.44 -1.55 23.53 -65.65 Roof Components 2.00 12.24 49.9 2 0.36 -1.35 20.51 -58.10 Roof Components 2.00 17.32 100.0 2 0.30 -1.20 18.22 -52.38 Roof Components 2.00 5.47 10.9 3 0.49 -1.68 25.51 -70.61 Roof Components 2.00 7.74 20.0 3 0.44 -1.55 23.53 -65.65 Roof Components 2.00 12.24 49.9 3 0.36 -1.35 20.51 -58.10 Roof Components 2.00 17.32 100.0 3 0.30 -1.20 18.22 -52.38 Wall Components 2.00 5.47 10.9 4 0.99 -1.09 44.52 -48.32 Wall Components 2.00 7.74 20.0 4 0.95 -1.05 42.77 -46.57 Wall Components 2.00 12.24 49.9 4 0.88 -0.98 40.10 -43.90 Wall Components 2.00 17.32 100.0 4 0.82 -0.92 38.08 -41.88 Wall Components 2.00 5.47 10.9 5 0.99 -1.39 44.52 -59.44 Wall Components 2.00 7.74 20.0 5 0.95 -1.29 42.77 -55.94 Wall Components 2.00 12.24 49.9 5 0.88 -1.15 40.10 -50.60 Wall Components 2.00 17.32 100.0 5 0.82 -1.05 38.08 -46.56 Roof Overhang 2.00 5.47 10.9 2H 0.49 -2.20 18.68 -83.50 Roof Overhang 2.00 7.74 20.0 2H 0.44 -2.20 16.70 -83.50 Roof Overhang 2.00 5.47 10.9 3H 0.49 -3.65 18.68 -138.65 Roof Overhang 2.00 7.74 20.0 3H 0.44 -3.34 16.70 -126.75 I COMPONENTS AND CLADDING WIND LOAD SCHEDULE COMPONENTS CLADDING CLADDING WIND LOAD SCHEDULE ROOF ' WIND LOADS - PITCHED ROOFS ROOF AREA (TRIBUTARY) 1 2 3 10 S.F. 20 S.F. 50 S.F. M00 S.F. 10 S.F. 20 S.F. 50 S.F. ?.100 S.F. 10 S.F. 20 S.F. 50 S.F. 9100 S.F. PRESSURE (PSF) -Z,5,9-1 23.53 Zo. SI %0 5:F. Z5• St 23. S 2,0, l $, z'Z- ZS• �'�• S3 sa's - $5 SUCTION (PSF) (PSF) `I"0.$4 31.'$-5 38.34 'S'1, 4 o.6 I G5. (as 70.6 65.65 0.10 Lj'Z• 30 • • • _ • • 1. CORNER DISTANCE, a = 'ij-pal COMPONENTS AND CLADDING WIND LOAD SCHEDULE COMPONENTS WALL WIND LOADS CLADDING WALL AREA (TRIBUTARY) 10 S.F. 20 S.F. 50 S.F. 100 S.F. s 500 S.F. 10 S.F. %0 5:F. W:SY. IH-S.F. 9 500 S.F. PRESSURE (PSF) 4Sz- �Z.'1�1 o.10 - $5 - 9�t:5 il-.7-7 0.1© 30.05 - SUCTION (PSF)q - - _ • • • _ • • 1. CORNER DISTANCE, a = , I - I 1-10° L60 L. 6M s P.T. 2X8 W/ 1/2"0 SLEEVE ANCHOR ® 24" O.C. MAX. — IST. FLOOR FRAMING TO REMAIN (2) 2X12's HEADER CONNECTION TO G.T. BY THE TRUSS DESIGN ENGINEER. — HAND FRAME STEPS WITH 2X8's (MIN) — FASTEN EA. CONNECTION WITH MIN. OF (3) 12d NAILS. ;IST. FLOOR FRAMING TO REMAIN NEW HSS 16'-0"' / ">,� �� •• B-2 • � � e-3 /' • • • • I -Fr I I I I I I I r..l..•I I f....• 118I I I I I I I I I I I I•••I•••1 ••• L ... ... J • I II I I I I I I I I I I I C L•.I I� I I I I I I I I I ••I •I I t��•�• FLO R USS S 016" .C7 m i S4.0 m N I TYP ` EX` I ST COL � EXIST. CONC. BEAM 1 1 1 1 1 1 1 1 1 `i AY 14 I EXIST COL n 15'-4" a Halabu Residence Thomas M. Kelaher P.E. Structural Consultants "Residential Remodel" Florida P.E. #40159 9632 N.E. 5th Ave. Road, Miami Shores, Florida 1108 S.E. 14th Terrace Details By: T. K Job No. 18-05-010 Date: 05/23/2018 Architect: Deerfield Beach, FL 33441 Phone: (954) 360-9628 Architect Checked By: T. K Rev. Date: Scale: Fax: (954) 360-0173 One.com I tkelaherengr@comcast.net Architecture �, a 0 1.grf / u 0000 Z"'Q �(oa ✓ . . 0000 0000. .. 0000 0000. lA) •(� �� 2(..4'L%� C. o jam) 1+d1� ✓'oo�` C - T" W l't x 3 O Ste , 50 Yr- Thomas M. Kelaher P.E. Halabu Residence Structural Consultants "Residential Remodel" Florida P.E. #40159 9632 N.E. 5th Ave. Road, Miami Shores, Florida 1108 S.E. 14th Terrace Details By: T. K. Job No. 18-0 -Ol0 Date: 05/23/2018 Architect: Deerfield Beach, FL 33441 Phone: (954) 360-9628 Checked By: T. K. Rev. Date: Scale: One.Architect Fax: (954) 360-0173 rchcom A tkelaherengr@comcast.net Architecture • • 0 0 0 • 0000. 0000 000• • • 0000 0000 0000. 0000.. •••• 00.90 0 • •• 00 0000 00.0• • 0 0 0 • 0 00 00000 0000.. • • .•. 0000. • • 0 00 0 - T" W l't x 3 O Ste , 50 Yr- Thomas M. Kelaher P.E. Halabu Residence Structural Consultants "Residential Remodel" Florida P.E. #40159 9632 N.E. 5th Ave. Road, Miami Shores, Florida 1108 S.E. 14th Terrace Details By: T. K. Job No. 18-0 -Ol0 Date: 05/23/2018 Architect: Deerfield Beach, FL 33441 Phone: (954) 360-9628 Checked By: T. K. Rev. Date: Scale: One.Architect Fax: (954) 360-0173 rchcom A tkelaherengr@comcast.net Architecture 0 HALABU RESIDENCE - 2nd Floor Beams Beam "A" - Try W14 x30 Max. DL + LL Archon Beam Design Program INPUT DATA Beam Type = Beam Classification = W OUTPUT Max. Moment = 6.82E+04(ft-lbs) Max. Shear= -1.78E+04(lbs) Max Deflection = 0.342(in) Reaction RI = 1.78E+04(lbs) Reaction R2 = 1.78E+04(lbs) CODE CHECK DATA, AISC (ASD) 9th Ed. • 0000.• 000.0• •0000• • 13 •••• Total Length = 15.33(ft) • • •. • •. • • Unbraced Length = 2.000(ft) Young's Modulus = 2.90E+07(psi) • • • • • . • . • • Moment of Inertia = 291.0(in^4) Section Modulus = 0(in^3) • Strong Axis Bending! ...... .... Both ends of the beam are pinned. ' LOADS ( 1) Level Unif. Load = 2320(lbs/ft) • Starting 0(ft) from the left side. • Over a length of 15.33(ft). OUTPUT Max. Moment = 6.82E+04(ft-lbs) Max. Shear= -1.78E+04(lbs) Max Deflection = 0.342(in) Reaction RI = 1.78E+04(lbs) Reaction R2 = 1.78E+04(lbs) CODE CHECK DATA, AISC (ASD) 9th Ed. • 0000.• 000.0• •0000• • 13 HALABU RESIDENCE - 2nd Floor Beams Beam "A" - Try W14 x 30 Max. DL + LL SHEAR DIAGRAM Max. Shear = -1.78E+04 lbs MOMENT DIAGRAM ...... .... •9 e• ease .sa••• EMax.omeht = 0 82E+Q4 .• • DEFLECTED SHAPE =Def. J� — r 15—+ BEAM SYSTEM ©�, •sees• 11- "BEAMCOL9.xls" Program Version 3.4 STEEL BEAM AND COLUMN ANALYSIS / CODE CHECK Stress Code Check Per AISC 9th Edition Manual (ASD) For W, S, M, and HP Shapes Job Name: I HALABU RESIDENCE - 2nd Floor Beams I Subject: I Beam "A" Job Number: ITry W14 x 30 10riginator: T.K. Checker: Input Data: ber Size: Select: W14x30 Member Loadings: P = _0.00 kips Mx = _68.20 ft -kips My = 0.00 ft -kips Fy = 36.00 ksi Kx = bf = 1.00 Ky = 1.00 _ 0.385^ 15.330ft. Lx = _ 1.74C_ Ly = 4.000 _ ft. Lb = 2.60-0-- ft. Cb = 1.00 _ 4-2-66- Cmx = rx = 0.85 Cmy = ly =19.60 _0.85 ^_ ASIF =1 1.000 in.^3 A = d = tw = 8.85_ 13.800 _ in.^2 in. in. bf = _0.270 6.730 in. tf= 0.385^ in. rt = _ 1.74C_ in. d/Af = 5.34 Cc = 1x= 291.00in ^4 Sx = _ 4-2-66- in.^3 rx = _ 0.00_ ksi in. ly =19.60 _5.7_30_ in.^4 Sy = in.^3 _ 5.82 ry = _1.490_ in. 0000 .. 0000 �T•••� t :0385 0000 . 0000 0000 .. 0000 d=13.8 0000.. tw :Q 2: . . bf=6.73 W14x30 Section Qs = 1.000_ Qa = 1.000 Axial Com gression: 32.10 For X-axis Bendin. Lc = ft. For Y-axis fby = Bending: ksi Kx*Lx/rx = Ky*Ly/ry = "f 32.21 _ Lu = _7.10_ 8.67 R ft. Fby =[Eft-kips ksi Cc = 126.10 Lb/rt = 13.79 Mry = fa = _ 0.00_ ksi fbx = 19.49 ksi Fa = 1_9.78ksi Fbx= _ 23.76 ksi Pa = 175.08 kips Mrx = 83.16 ft -kips Stress Ratio: S.R. = 0.820 Comments: X-axis Euler Stress: Y-axis Euler Stress: F'ex = N.A. ksi F'ey = N.A. ksi 1 of 1 0000. 0000. 0000. 000. 0000 0000. 0000. 0000. I6- i v w �-O+ WZ`'k F I rO, A- w-.0 3 o w� L - I , E ' �- ISL-,-, ...� SSS •6.66• 0000 0000 6000 •000 —�-G pu,.. �b �o w,v� �%�A.2S �J 0 Halabu Residence Thomas M. Kelaher P.E. Structural Consultants "Residential Remodel" Florida P.E. #40159 9632 N.E. 5th Ave. Road, Miami Shores, Florida 1108 S.E. 14th Terrace Details By: T. K. Job No. 18-05-010 Date: 05/23/2018 Architect: Deerfield Beach, FL 33441 Phone: (954) 360-9628 Architect Checked By: T. K Rev. Date: Scale: Fax: (954) 360-0173 One.com tkelaherengr@comcast.net Architecture HALABU RESIDENCE - 2nd Floor Beams Beam "B" - Try HSS 12" x 6" x 3/8" Max. DL + LL Archon Beam Design Program INPUT DATA Beam Type = Beam Classification = W Total Length= 16.33(ft) Unbraced Length = 2.000(ft) Young's Modulus = 2.90E+07(psi) Moment of Inertia = 215.0(in^4) Section Modulus = 0(in^3) . Strong Axis Bending! Both ends of the beam are pinned. LOADS ( 1) Level Uni£ Load = 1874(lbs/ft) Starting 0(ft) from the left side. Over a length of 16.33(ft). OUTPUT Max. Moment = 6.25E+04(ft-lbs) Max. Shear = -1.53E+04(lbs) Max Deflection = 0.481 (in) Reaction R1 = 1.53E+04(lbs) Reaction R2 = 1.53E+04(lbs)�^- CODE CHECK DATA, AISC (ASD) 9th Ed. 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. (I .00 . . 0000 .. 0 .0006 . . 0000.. 0 0000.. .. 0 . 0 .00. 0000 0 0 0 0 0. 0 0 0. .0 00 0000 ...... 0 0 0000.. 00 0 00 0 0 0 0 00 0 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. (I HALABU RESIDENCE - 2nd Floor Beams Beam "B" - Try HSS 12" x 6" x 3/8" Max. DL + LL SHEAR DIAGRAM MOMENT DIAGRAM DEFLECTED SHAPE Max. Def. = 0.481 in BEAM SYSTEM Max. Shear =-L.53E+04 jb� • .. . .... ...... .... .. . .. . .. . Max. Moment = 6.25E+04 ft -lbs Max. Def. = 0.481 in BEAM SYSTEM "BEAMCOL9.xls" Program Version 3.4 STEEL BEAM AND COLUMN ANALYSIS / CODE CHECK Per AISC 9th Edition Manual (ASD) For Rectangular HSS (Tube) Shapes Job Name: IHALABU RESIDENCE - 2nd Floor Beams I Subject: I Beam "B" Job Number: 1Try HSS 12" x 6" x 3/8" Originator: T.K. I Checker: Input Data: 46.00 ksi Kx = �i 1.00 Ky = 1.00_ Lx = 16.330 Ly = Member Size: Lbx =2.0_00 Member Pro erties: Lby = •Y "0* Select: HSS12x6x3ia 0.85 H= 12.00_ in. • .. 1.000 ASIF = B= �A 6.000T in. �. . t=0.349 •0 Member Loadin s: t = 0.349 in. • � • „�, • • • •, • • P = _ 0.00 kips A = 11.80 in.^2 ..��. Mx(max) = 62.80 ft -kips 1x= 215.00 in.^4 • • • • •:, + Mx1 =_ 0.00 M ft -kips Sx = 35.90 in.^3 H=12 •+� • - - Y Mx2 = ft -kips rx = 4.280- in. j • t=0.434 - _-_ My(max) _ 0_.00 ft -kips ly = 72.90 in ^4 , , •00 _ Myl = 0.00 ft -kips Sy = _24.30- in.^3 ,' •, •, My2 = ft -kips ry = 2490 in. 6=6 .. . _ wt./ft. = 42.70 _ pif. Desian Parameters: HSS12x6x3/8 Section Fy = 46.00 ksi Kx = �i 1.00 Ky = 1.00_ Lx = 16.330 Ly = 2.000 Lbx =2.0_00 ft. Lby = ft. _ 2.000 Cmx = 0.85 Cmy = - 0.85 1.000 ASIF = Results: Axial Compression. For X-axis Bending: For Y-axis Bending: Kx*Lx/rx = 4_5.79 Lcx = 21.20 ft. Lcy = _42.39 ft. Ky*Ly/ry =9.64_ fbx = T20.99 p ksi fby = 0.00 ksi Cc = LL 111.55 _ Fbx = - 30.36 ksi Fby = 27.60_ ksi fa = 0.00 - ksi Mrx = _ 90.83 _ ft -kips Mry = - 55.89 ft -kips Fa = 23.2_5_ ksi Pa = 274.34 _ kips X-axis Euler Stress: Y-axis Euler Stress: F'ex = N.A. ksi F'ey = N.A. ksi Stress Ratio: S.R. = 0.691 Comm. OO 1 of 1 19 .Q = Z-31-7 5' 0 �.Aj l--I,%r- 'A - 0-O ILf x O$C> = 9$O "'YL .... .... ..... I A 116 U, t Thomas M. Kelaher P.E. Halabu Residence Structural Consultants "Residential Remodel" Florida P.E. #40159 9632 N.E. 5th Ave. Road, Miami Shores, Florida 1108 S.E. 14th Terrace Details By: T. K. Job No. 18-05-010 Date: 05/23/2018 Architect: Deerfield Beach, FL 33441 Phone: (954) 360-9628 Architect Checked By: T. K. Rev. Date: Scale: Fax: (954) 360-0173 tkelaherengr@comcast.net 1 One.com Architecture �� 14ALABU RESIDENCE - 2nd Floor Beams Beam "C" - Try W14 x 30 Max. DL + LL Archon Beam Design Program INPUT DATA Beam Type= •••• Beam Classification = W • 0000 Total Length = 23.75(ft) ""•' 6 • • 0 Unbraced Length = 2.000(ft) """ • Young's Modulus = 2.90E+07(psi) . "". . • • • • Moment of Inertia = 291.0(in^4) "" 0 ' ` • • Section Modulus = 0(in^3) "" Strong Axis Bending! .. .. 0000 Both ends of the beam are pinned. • • • 0000.. LOADS • • • 00 0 00 0 • 0 . ( 1) Level Unif. Load = 465.0(lbs/ft) Starting 0(ft) from the left side. Over a length of 23.75(ft). OUTPUT Max. Moment = 3.28E+04(ft-lbs) Max. Shear = 5522(lbs) Max Deflection = 0.394(in) Reaction RI = 5522(lbs) Reaction R2 = 5522(lbs) CODE CHECK DATA, AISC (ASD) 9th Ed. 0000.. 0000.. .0000. 0 0 0 0 . 00.00 000000 0' 0 0 0 0. 0 :00*0: 21 HALABU RESIDENCE - 2nd Floor Beams Beam "C" - Try W14 x 30 Max. DL + LL SHEAR DIAGRAM DEFLECTED SHAPE Max. Def. = 0.394 in BEAM SYSTEM Go 00 . ZZ Max. Shear=5.%22lbs ••�",• ••�••. .... ...... MOMENT DIAGRAM . ;' " • • • • • .. .. .... ...... Max. Moment = 3.28E+04 ft -lbs DEFLECTED SHAPE Max. Def. = 0.394 in BEAM SYSTEM Go 00 . ZZ "BEAMCOL9.xis" Program Version 3.4 STEEL BEAM AND COLUMN ANALYSIS / CODE CHECK Stress Code Check Per AISC 9th Edition Manual (ASD) For W, S, M, and HP Shapes Job Name: HALABU RESIDENCE - 2nd Floor Beams I Subject: jBeam "C" Job Number: I Try W14 x 30 Originator: T.K. I Checker: Input Data: Results: v49.74 ft. Ky*Ly/ry = TF 64._43 Lu = 0.00 ft. Lb/rt = fa =w0.00 ksi fbx =9.37 •see •••. Member Size: Member Properties: 150.42 kips 75.60 - ft -kips •e . •see •so. Select: W14x30 A = 8.85 in.^2 oY•••ee Oleo;• d = 13.800 in. w • e e tf=040 Member Load in s: =0.00 kips tw= bf = 0.270 6.730 in. in. ... • • • 000000 •• e• Mx32.80 L ft -kips tf = 0.385 in. • • •••• My =0.00 v ft -kips rt = 1.740 in. d=13.8 0 d/Af = _ 5.34 • Desian Parameters: Ix = 2_91.00 ^ in.^4 tw*=0.27 Fy = 36.00 ksi Sx = _ in.^3 . s'.'. Kx = 1.00 _ rx = ---T _42.00 5._730 in. _ bf=6.73 .. . Ky = 1.00 ly = 19.60 in.^4 Lx = 23.750 ft. Sy = _ 5.82 - in.^3 W14x30 Section Ly = 8.000 ft. ry = 1.490 _ in. Qs = Lb = 8.000 ft. _1.000 Qa = 1.000 - Cb =.00 Cmx = _ 0.85 Cmy = 0.85i ASIF = 1.006-- .000- Results: Kx*Lx/rx = v49.74 ft. Ky*Ly/ry = TF 64._43 Lu = Cc = ft. Lb/rt = fa =w0.00 ksi fbx =9.37 Fa = 17.00__. ksi Pa = 150.42 kips S.R. = 0.434 x-axis tsengsnq: ft. Lc = 7.10 Lu = 8.67 ft. Lb/rt = 55.1_7 fbx =9.37 ksi Fbx = _ 21.60_ ksi Mrx = 75.60 - ft -kips For Y-axis Bendin : fby = _0.00 ksi Fby = _2_7.00 ksi Mry = 13.10 ft -kips X-axis Euler Stress: Y-axis Euler Stress: F'ex = N.A. ksi Fey = N.A. ksi O� 1 of 1 eeee0 Does • 1••s• • • • lee:* 0000 Z3 0 Thomas M. Kelaher P.E. Structural Consultants Florida P.E. 940159 1108 S.E. 14th Terrace Deerfield Beach, FL 33441 Phone: (954) 360-9628 Fax: (954) 360-0173 tkelaherengr@comcast.net f • vim, 5 . y, - 0, 15 4-1 0 V-- Sol Halabu Residence "Residential Remodel" 9632 N.E. 5th Ave. Road, Miami Shores, Florida Details By: T. K. Job No. 18-05-010 Date: 05/23/2018 Architect: Checked By: T. K. Rev. Date: Scale: Architect One.com Architecture _ 1 0 �j� .... ..... .. .. .... ..... �'Z'�=1 • Z � x-54 i- J� •• M • vim, 5 . y, - 0, 15 4-1 0 V-- Sol Halabu Residence "Residential Remodel" 9632 N.E. 5th Ave. Road, Miami Shores, Florida Details By: T. K. Job No. 18-05-010 Date: 05/23/2018 Architect: Checked By: T. K. Rev. Date: Scale: Architect One.com Architecture "BEAMCOL9.As" Program Version 3.4 STEEL BEAM AND COLUMN ANALYSIS / CODE CHECK Per AISC 9th Edition Manual (ASD) For Rectangular HSS (Tube) Shapes Job Name: HALABU RESIDENCE - 2nd Floor Beams I Subject: Column #1 .••. Job Number: Try HSS 4" x 4" x 3/16" Originator: T.K. C er: • • • • Member Size: Select: I HSS4x4x3/16 71.61 Member Load in s: 9.250 P = 9.250 9.250 27.60 kips Mx(max) = 0.00 _ _ ft -kips Mx1 = Sx = 0.00 ft -kips Mx2 = 1.550 in. ft -kips My(max) =0.00 in ^4 Sy = ft -kips My1 = _ 0.00 ft -kips My2 = 9.40 Of. ft -kips Parameters: 71.61 Fy = Kx =1.00 Ky = Lx = Ly = Lbx = Lby = Cmx = Cmy = ASIF =1 46.00 --_ 1.00 9.250 _ 9.250 9.250 9.250 0.85 1.000 Results: For Axial Compression: Kx*Lx/rx = Ky*Ly/ry =71.61_ Cc = fa = Fa =._ Pa =1--50.27 71.61 111.55 10.70- 19.49 Z000 ratio: S.R. =1 0.549 Comments: ksi ft. ksi H = 4.000 in. B= Z000 in. t = _ 0.174 in. A= 2.58 Ix = __ 6.21_ in.^4 Sx = 3.10 _ in ^3 rx = 1.550 in. ly = 6.21 �- in ^4 Sy = 3.10 in ^3 ry = --1.550 in. wt./ft. = 9.40 Of. For X-axis Bendin : Lcx = 14.13 ft. fbx =0.0_0 ksi _ Fbx = 3_0.36 w ksi Mrx = --~7.84 _- ft -kips X-axis Euler Stress: F'ex =[-29.12 ksi T B=4 HSS4x4x3/16 Section For Y-axis Bending: Lcy = 14.13 ft. fby = _ 0.00 ksi Fby = 30.36 ksi Mry = 7.84 ft -kips Y-axis Euler Stress: F'ey =I- 29.12 ksi 1116,--1 o v__ 1 of 1 ZS • Y . ..'; t=0.17.4. : • 4 0.0 Xe f •r=0!174 B=4 HSS4x4x3/16 Section For Y-axis Bending: Lcy = 14.13 ft. fby = _ 0.00 ksi Fby = 30.36 ksi Mry = 7.84 ft -kips Y-axis Euler Stress: F'ey =I- 29.12 ksi 1116,--1 o v__ 1 of 1 ZS ARCHON SINGLE FOOTING OUTPUT. ANALYSIS OUTPUT: Resultant is within middle third! Punching Shear Stress = 27.96 psi Allowable punching Shear Stress= 219.09 psi Concrete Bearing Stress =682.33 psi Allowable Concrete Bearing Stress =1785.00 psi / v Soil Bearing Pressure = 1918.3 asf Allowable Soil Bearing Pressure =2000.0 psf Max bending stress in footing is 114.19 psi This is less than the ACI plane concrete limit of 178.01 psi Based on the above no reinforcement is required if the footing max side dimension is less than 32.0 ft or expansion joints are placed at this dimension around the column. For general crack control it is recommended that #3 bars be placed in the center at 12 inch spacing each way. ANALYSIS SUPPORT DATA: Maximum Bending Moment = 3730.2 ft -lbs Rebar yield strength = 60000.0 psi Concrete Compressive Strength = 3000.0 psi Concrete Density = 145.0 pcf Fill Density = 120.0 pcf Fill Height Over Footing = 0.0 ft Rebar Cover = 3.00 in CORNER PRESSURES Upper Left = 1918.33 psf Upper Right = 1918.33 psf Lower Left = 1918.33 psf Lower Right = 1918.33 psf ACI Minimun Steel Area = 0.35 sq -in ACI Maximum Steel Area =3.08 sq -in GEOMETRY/LOADS Slab X Dimension = 4.00 ft Slab Y Dimension = 4.00 ft Column X Side Dimension = 0.66 ft Column Y Side Dimension = 0.66 ft Column Location on Slab, X direction = 2.00 ft Column Location on Slab, Y direction = 2.00 ft Slab Thickness = 16.00 in Applied Load on Column, Factored = 42800.00 lbs Applied Load on Column, Unfactored = 27600.00 lbs Applied Moment about X axis, Factored = 0.00 ft -lbs Applied Moment about y axis, Factored = 0.00 ft -lbs Applied Moment about X axis, Unfactored = 0.00 ft -lbs Applied Moment about y axis, Unfactored = 0.00 ft -lbs Uplift load =0.00 lbs Z.(. •••••• •••• Z.(. I V" V , VA A\,(, S . (L- = 0, +01 O (e, — • � G�.t.. - � s�''' �Z, � s��. � �' vim; �... S�-e�.d� Thomas M. Kelaher P.E. Structural Consultants Florida P.E. #40159 1108 S.E. 14th Terrace Deerfield Beach, FL 33441 Phone: (954) 360-9628 Fax: (954) 360-0173 tkelaherengr@comcast.net Halabu Residence "Residential Remodel" 9632 N.E. 5th Ave. Road, Miami Shore Details By: T. K. I Job No. 18 -OS -010 I Date: 05/23/2018 Checked By: T. K. Rev. Date: I Scale: 1, 5 5 � ps Florida Architect: Architect One.com Architecture Z ...... ... ..... .... + .... ..... ••••• . %0 VA A\,(, S . (L- = 0, +01 O (e, — • � G�.t.. - � s�''' �Z, � s��. � �' vim; �... S�-e�.d� Thomas M. Kelaher P.E. Structural Consultants Florida P.E. #40159 1108 S.E. 14th Terrace Deerfield Beach, FL 33441 Phone: (954) 360-9628 Fax: (954) 360-0173 tkelaherengr@comcast.net Halabu Residence "Residential Remodel" 9632 N.E. 5th Ave. Road, Miami Shore Details By: T. K. I Job No. 18 -OS -010 I Date: 05/23/2018 Checked By: T. K. Rev. Date: I Scale: 1, 5 5 � ps Florida Architect: Architect One.com Architecture Z "BEAMCOL9.xls" Program Version 3.4 STEEL BEAM AND COLUMN ANALYSIS / CODE CHECK Per AISC 9th Edition Manual (ASD) For Rectangular HSS (Tube) Shapes Job Name: IHALABU RESIDENCE - 2nd Floor Beams I Subject: lColumn #2 Oboe Job Number: ITry HSS 3" x 3" x 3116" Originator: IT.K. C 4M;Ker: I0.00 Input Data: Select:I HSS3x3x3/16 nber Loadings: P = Mx(max) = 11.30 kips ft -kips 0.00 0.00 Mx1 = ft -kips Mx2 = ft -kips My(max) = _ _~ - 0.00 ft -kips Myl = _ 0.00 ft -kips My2 = -0.85-- -� _ 0.85 ft -kips Fy = 4.6.00 Kx = 1.00 Ky = 1.00 9.250 Lx = Ly = 9.250 - 9.250 Lbx = Lby = 9.250 Cmx = Cmy = -0.85-- -� _ 0.85 ASIF = 1.000 Results: For Axial Compression: Kx*Lx/rx = 97.37_ Ky*Ly/ry = 97.37 .� Cc = 111.55 fa = - ksi Fa =�- _5.98 14.90 ksi Pa = _-_ 28.17-� kips Stress Ratio: S.R. =F 0.401 Comments: For X-axis Bending: Lcx = 0.60 ft. fbx = ____1 0.0_0_ ry ksi Fbx = 30.36 ksi Mrx = 4.15 ft -kips X-axis Euler Stress: F'ex = 15.75 ksi 1 of 1 HSS3x3x3116 Section For Y-axis Bending: Lcy = 10.60 ft. fby = 0.00 ksi Fby = 30.36 ksi Mry = 4f15 ft -kips Y-axis Euler Stress: F'ey = 15.75 ksi Zo Pro erties:. tuber H = 3.0_00in. boleo 0000 B = - 3.000 in. e • v • o e': 't=0.17.4. 00 __y . • t = 0.174 in. e A=K� 1.89 in. 2 • M j 0•••e� , Ix = 2.46 in.^4 • , �in^3 • Sx= 1.64 H=3 X•• rx = in. j • t 0 74 ly = _1.140 2.46J- in.^4 Sy = 1.64 - in.^3 ry =1.140- in. 6=3 wt./ft. = 6.85--'- pif. For X-axis Bending: Lcx = 0.60 ft. fbx = ____1 0.0_0_ ry ksi Fbx = 30.36 ksi Mrx = 4.15 ft -kips X-axis Euler Stress: F'ex = 15.75 ksi 1 of 1 HSS3x3x3116 Section For Y-axis Bending: Lcy = 10.60 ft. fby = 0.00 ksi Fby = 30.36 ksi Mry = 4f15 ft -kips Y-axis Euler Stress: F'ey = 15.75 ksi Zo ARCHON SINGLE FOOTING OUTPUT: ANALYSIS OUTPUT: Resultant is within middle third! Punching Shear Stress = 36.40 psi Allowable punching Shear Stress= 219.09 psi Concrete Bearing Stress =277.40 psi Allowable Concrete Bearing Stress =17 5.00 psi -- ,A Soil Bearing Pressure = 1557.5 psf Allowable Soil Bearing Pressure =2000.0 psf Rebar area for one layer in center = 0.26 sq-in/ft A #5 bar at 12 in. spacing each way will work. ACI Minimum Reinforcement Governs! Rebar area for two layers, top and bottom = 0.13 sq-in/ft A#4 bar at 12 in. spacing each way will work. ACI Minimum Reinforcement Governs! ANALYSIS SUPPORT DATA: Maximum Bending Moment = 3032.9 ft -lbs Rebar yield strength = 60000.0 psi Concrete Compressive Strength = 3000.0 psi Concrete Density = 145.0 pcf Fill Density = 120.0 pcf Fill Height Over Footing = 0.0 ft Rebar Cover = 3.00 in CORNER PRESSURES Upper Left = 1557.50 psf Upper Right = 1557.50 psf Lower Left = 1557.50 psf Lower Right = 1557.50 psf ACI Minimun Steel Area = 0.26 sq -in ACI Maximum Steel Area =2.31 sq -in GEOMETRY/LOADS: Slab X Dimension = 4.00 ft Slab Y Dimension = 2.00 ft Column X Side Dimension = 0.66 ft Column Y Side Dimension = 0.66 ft Column Location on Slab, X direction = 2.00 ft Column Location on Slab, Y direction = 1.00 ft Slab Thickness = 12.00 in Applied Load on Column, Factored = 17400.00 lbs Applied Load on Column, Unfactored = 11300.00 lbs Applied Moment about X axis, Factored = 0.00 ft -lbs Applied Moment about y axis, Factored = 0.00 ft -lbs Applied Moment about X axis, Unfactored = 0.00 ft -lbs Applied Moment about y axis, Unfactored = 0.00 ft -lbs Uplift load =0.00 lbs 0000•• • 0000•• 0000•• 0000• 0000• 0000•• • • 00.00• 0000•• • -L'q 0000 • • • 0000•• • •,. • 0.00•• Y••• ••0• 0000 0••• •0.0•• 0000 • • • 00 go •••••• • • • 00000 0• • •• • •• • 0000•• • 0000•• 0000•• 0000• 0000• 0000•• • • 00.00• 0000•• • -L'q Thomas M. Kelaher P.E. Structural Consultants Florida P.E. 940159 1108 S.E. 14th Terrace Deerfield Beach, FL 33441 Phone: (954) 360-9628 Fax: (954) 360-0173 tkelaherengr@comcast.net 0 --Tva• v A 5, IL, _ 0.—t�0 V V rv-*- 5 5 "14— t1i rcr— Halabu Residence "Residential Remodel" 9632 N.E. 5th Ave. Road, Miami Shores, Florida Details By: T. K Job No. 18-05-010 Date: 05/23/2018 Architect: Checked By: T. K Rev. Date: Scale: Architect One.com Architecture "BEAMCOL9.xls" Program Version 3.4 STEEL BEAM AND COLUMN ANALYSIS / CODE CHECK Per AISC 9th Edition Manual (ASD) For Rectangular HSS (Tube) Shapes Job Name: HALABU RESIDENCE - 2nd Floor Beams I Subject: lColumn #3 Job Number: ITry HSS 3-1/2" x 3-1/2" x 1/4" 1 Originator: IT.K. I Checker: Input Data: Selectj HSS3.5x3.5xl/4 P = Mx(max) = 15.30 kips ft -kips 0.00 Mx1 = «� 0.00 _ _ ft -kips Mx2 = ft -kips My(max) = 0.00ft-kips _ Lby = My1 = 0.00 ft -kips My2 = _ ft -kips Fy = 46.00_ k; Kx = Ky*Ly/ry = Ky = __ _1.00 _ 1.00 Cc = Lx = Ly = 9.250 Lbx = 9.25_0 ft. Lby = �� 9.250 ft. Cmx = 0.85 Cmy =0.85 _ ASIF = 1.000 Axial Compression: Kx*Lx/rx = 84.09 •• •t=0.270•0 Ky*Ly/ry = _ _ 84.09 .. Cc = 111.5_5 fa = 5.26 ksi Fa =17.37 ksi 0000 Pa = _ 50.55 kips 'I Stress Ratio: S.R. = 0.303 Member Pi H= B= t= A= 1X= SX = rx = ly = Sy = ry = wt./ft. = ierties: 3.5_00 in. 3.500 in. 0.233 in. 2.91 in.^2 5.04in.^4 2.88 _ in ^3 5.04_ in.^4 2.88 in ^3 1.320 in. 10.50 pif. For X-axis Bendin : Lcx = 12.3_6 ft. fbx =0.00_µ ksi Fbx = _ 30.36 ksi Mrx = _ 7.29 _- ft -kips X-axis Euler Stress: F'ex =F21.12 ksi 1of1 y 0000 0 1. 0000 • t . •• •t=0.270•0 .. ...Z. .. • . 0 0 . 0 0000 H=3.5-::1::_ _ :.. 10 ..•..• .t: -p.233 0 .000• • • • B=3.5 .. ... HSS3.5x3.5x1/4 Sectibrr� For Y-axis Bending: Lcy = 12.36 ft. fby = _ 0.0_0 ksi Fby = _ 30.36 ksi Mry = _ 7.29 ft -kips Y-axis Euler Stress: F'ey = 21.12 ksi 0000. 0000. 0000. 0000 0000 0000. 0000. 0000. 31 ARCHON SINGLE FOOTING OUTPUT: ANALYSIS OUTPUT: Resultant is within middle third! Punching Shear Stress = 14.26 psi Allowable punching Shear Stress= 219.09 psi Concrete Bearing Stress =238.91 psi Allowable Concrete Bearing Stress =1785.00 psi �>.-Soil Bearing Pressure = 1494.1 psf Allowable Soil Bearing Pressure =2000. psf Max bending stress in footing is 70.20 psi This is less than the ACI plane concrete limit of 178.01 psi Based on the above no reinforcement is required if the footing max side dimension is less than 32.0 ft or expansion joints are placed at this dimension around the column. For general crack control it is recommended that #3 bars be placed in the center at 12 inch spacing each way. ANALYSIS SUPPORT DATA: Maximum Bending Moment = 2293.3 ft -lbs Rebar yield strength = 60000.0 psi Concrete Compressive Strength = 3000.0 psi Concrete Density = 145.0 pcf Fill Density = 120.0 pcf Fill Height Over Footing = 3.0 ft Rebar Cover = 3.00 in CORNER PRESSURES Upper Left = 1494.08 psf Upper Right = 1494.08 psf Lower Left = 1494.08 psf Lower Right = 1494.08 psf ACI Minimun Steel Area = 0.35 sq -in ACI Maximum Steel Area =3.08 sq -in GEOMETRY/LOADS: Slab X Dimension = 4.00 ft Slab Y Dimension = 4.00 ft Column X Side Dimension = 0.83 ft Column Y Side Dimension = 0.83 ft Column Location on Slab, X direction = 2.00 ft Column Location on Slab, Y direction = 2.00 ft Slab Thickness = 16.00 in Applied Load on Column, Factored = 23700.00 lbs Applied Load on Column, Unfactored = 15300.00 lbs Applied Moment about X axis, Factored = 0.00 ft -lbs Applied Moment about y axis, Factored = 0.00 ft -lbs Applied Moment about X axis, Unfactored = 0.00 ft -lbs Applied Moment about y axis, Unfactored = 0.00 ft -lbs Uplift load =0.00 lbs (-X'11�o lC-- 9000•• •0 • 9999•• 9 9900•• 00.00 0.00• 90009• • 0 9 99.9.9 9 3Z 9999 • • 9999 •• • 9999 .9999• •• • • 9999•• • 9999 9999 9 9 0 0 see* 9 9 0 9 00.00• 900• 90 90 ••99 9••••• • •••••• •• • •• • 0 • • •• • 9000•• •0 • 9999•• 9 9900•• 00.00 0.00• 90009• • 0 9 99.9.9 9 3Z I P - 4,4, -�o t�-, 615. ...... .. . ..... .... .... ..... ...... .... ..... 1-2 4 Uma' -4 _ So '1 1 F v-e.s s Li, v.e- = 1, 96 . 2 51G t'-� ®IC', Thomas M. Kelaher P.E. Halabu Residence Structural Consultants "Residential Remodel" Florida P.E. #40159 9632 N.E. 5th Ave. Road, Miami Shores, Florida 1108 S.E. 14th Terrace Details By: T. K. Job No. 18-05-010 Date: 05/23/2018 Architect: Deerfield Beach, FL 33441 Architect Checked By: T. K Rev. Date: Scale: Phone: (954) 360-9628 Fax: (954) 360-0173 One.com ?�3 tkelaherengr@comcast.net Architecture "BEAMCOL9.xis" Program Version 3.4 STEEL BEAM AND COLUMN ANALYSIS / CODE CHECK Per AISC 9th Edition Manual (ASD) For Rectangular HSS (Tube) Shapes Job Name: IHALABU RESIDENCE - 2nd Floor Beams I Subject: lColumn #4 Job Number: ITry HSS 4" x 4" x 3/16" 1 Originator: IT.K. I Checker: Input Data: Member Size: Select: I HSS4x4x3/1s P = 4.000 23.30 Kx =1.00 kips Mx(max) = Ky = 0.00 ft -kips Mx1 = 9.250 0.00 'm - ~ 6.21 ft -kips Mx2 = •0; • 9.250 Lby = ft -kips My(max) _ _ 0.00 0.85 ft -kips My1 = _ �0.00ft-kips 1.000 My2 = _1.55_0 ft-kips Fy = 4.000 46.00 Kx =1.00 i. in. Ky = _ 1.00 Lx = 2.58 9.250 Ly = 6.21 9.250 Lbx = •0; • 9.250 Lby = 1.550 9_.250 Cmx = 6.21 0.85 Cmy = 0.85 ASIF = 0 1.000 Resu H = 4.000 in. B =4.000 i. in. t = _ 0.174_ _ in. A = 2.58 in ^2 Ix = 6.21 in.114 Sx = •0; • in ^3 rx = 1.550 _ in. ly = 6.21 in.^4 Sy = -3.10in.^3 ry = 0 _ in. wt./ft. _1.55_0 Axial Com gression: For X-axis Bendin : For Y-axis Bendin : Kx*Lx/rx = 71.61 Lcx = 14.13 ft. Lcy = 14.13_ ft. Ky*Ly/ry = �-_71.61 fbx = 0._00 ksi fby = Op00 ksi Cc = - _ 111.55 Y Fbx = 30 36 ksi Fby = 30.36 ksi fa = `9 03 �Y ksi Mrx = 7.84 ft -kips Mry = 7.84 _ ft kips Fa = 19.49 _ksi Pa = - 50.27 kips X-axis Euler Stress: Y-axis Euler Stress: F'ex = 29.12 ksi F'ey = 2-97 27 ksi ass Ratio: S.R. =1=0.46K::] nments. �- /- 00 o j�-_ 0000• . 000.0 0000. •00• • • 0000 000 . 0 •0 . 0000. • •000• . 1of1 Z Z¢ y •00. i. 0000 °• i "t=0.17.4";". ..�. 0000 •0; • 0000 ..' 0.' .U.174 0000. 0 . . . 0000. • HSS4x4x3/16 Sectio" 0 Axial Com gression: For X-axis Bendin : For Y-axis Bendin : Kx*Lx/rx = 71.61 Lcx = 14.13 ft. Lcy = 14.13_ ft. Ky*Ly/ry = �-_71.61 fbx = 0._00 ksi fby = Op00 ksi Cc = - _ 111.55 Y Fbx = 30 36 ksi Fby = 30.36 ksi fa = `9 03 �Y ksi Mrx = 7.84 ft -kips Mry = 7.84 _ ft kips Fa = 19.49 _ksi Pa = - 50.27 kips X-axis Euler Stress: Y-axis Euler Stress: F'ex = 29.12 ksi F'ey = 2-97 27 ksi ass Ratio: S.R. =1=0.46K::] nments. �- /- 00 o j�-_ 0000• . 000.0 0000. •00• • • 0000 000 . 0 •0 . 0000. • •000• . 1of1 Z Z¢ ARCHON SINGLE FOOTING OUTPUT: ANALYSIS OUTPUT: Resultant is within middle third! Punching Shear Stress = 26.39 psi Allowable punching Shear Stress= 219.09 psi Concrete Bearing Stress =644.07 psi Allowable Concrete Bearing Stress =1785.00 psi -=Soil Bearing Pressure = 1843.3 psf 4E Allowable Soil Bearing Pressure =2000.0 psf Max bending stress in footing is 107.79 psi This is less than the ACI plane concrete limit of 178.01 psi Based on the above no reinforcement is required if the footing max side dimension is less than 32.0 ft or expansion joints are placed at this dimension around the column. For general crack control it is recommended that #3 bars be placed in the center at 12 inch spacing each way. ANALYSIS SUPPORT DATA: Maximum Bending Moment = 3521.0 ft -lbs Rebar yield strength = 60000.0 psi Concrete Compressive Strength = 3000.0 psi Concrete Density = 145.0 pcf Fill Density = 120.0 pcf Fill Height Over Footing = 0.0 ft Rebar Cover = 3.00 in CORNER PRESSURES Upper Left = 1843.33 psf Upper Right = 1843.33 psf Lower Left = 1843.33 psf Lower Right = 1843.33 psf ACI Minimun Steel Area = 0.35 sq -in ACI Maximum Steel Area =3.08 sq -in GEOMETRY/LOADS: Slab X Dimension = 4.00 ft Slab Y Dimension = 4.00 ft Column X Side Dimension = 0.66 ft Column Y Side Dimension = 0.66 ft Column Location on Slab, X direction = 2.00 ft Column Location on Slab, Y direction = 2.00 ft Slab Thickness = 16.00 in Applied Load on Column, Factored = 40400.00 lbs Applied Load on Column, Unfactored = 26400.00 lbs Applied Moment about X axis, Factored = 0.00 ft -lbs Applied Moment about y axis, Factored = 0.00 ft -lbs Applied Moment about X axis, Unfactored = 0.00 ft -lbs Applied Moment about y axis, Unfactored = 0.00 ft -lbs Uplift load =0.00 lbs 0000•• s • • 0000•• 0000•• • 0000• ••••• ••6••• •0 • 06.000 •0000• 35- • • 0000 •• •0000 • • • 0000•• •.• • 000 . 0• • 00•• 0000 • r •r 0000 0000 0000•• 0000 •• •• •00• 0000•• • ••6••• • • 6 0• • •• • • • •• • 0000•• s • • 0000•• 0000•• • 0000• ••••• ••6••• •0 • 06.000 •0000• 35- EXISTING 17._0. PUP=896 TRUSS ANCHORAGE SCHEDULE MARK CONNECTOR MANUFACTURER/MODEL FASTENERS TOTAL ALLOW. UPLIFT REMARKS . . .... ..... (10) 10d x 1 1/2" NAI (10) 10d x 1 1/2" NAILS 1450 LBS. TRUSS ANCHOR ...... ... .... 1450 LBS. TRUSS ANCHOR Scale: Fax: (954) 360-0173 tkelaherengr@comcast.net .... .... . . .... .... .... ...... .... .... PUe'e9�fi . .... .... , 1 'A, R00 BEL • • .' PUP=896 TRUSS ANCHORAGE SCHEDULE MARK CONNECTOR MANUFACTURER/MODEL FASTENERS TOTAL ALLOW. UPLIFT REMARKS TRUSS/JOIST/RAFTER BEAM/LEDGER/PLATE O SIMPSON "HTS24" (10) 10d x 1 1/2" NAI (10) 10d x 1 1/2" NAILS 1450 LBS. TRUSS ANCHOR BO (2) SIMPSON "HTS24" (10) 10d x 1 1/2" NAI (10) 10d x 1 1/2" NAILS 1450 LBS. TRUSS ANCHOR Thomas M. Kelaher P.E. Halabu Residence Structural Consultants Florida P.E. #40159 "Residential Remodel" 9632 N.E. 5th Ave. Road, Miami Shores, Florida 1108 S.E. 14th Terrace Deerfield Beach, FL 33441 Details By: T. K Job No. 18-05-010 Date: 05/23/2018 Architect: Phone: (954) 360-9628 Architect Checked By: T. K Rev. Date: Scale: Fax: (954) 360-0173 tkelaherengr@comcast.net One.com Architecture C �a-L � -{�-, 1 S'�,,,..� ` I i �� ► dos . C � (,� Z ��: ��' �%.�• ...... .. . .... . .... .... .... ...... .... .... 06 l 2J 1 5� h �r ITS 2 I i'�c (�i„�• ��- ,� •'� ;... � "� r 0 5b */4vv �O aJO) �-�- C -I r`� �-►�.�..-. � � �� lbs . �� °� r/� O �. . Thomas M. Kelaher P.E. Halabu Residence Structural Consultants "Residential Remodel" Florida P.E. #40159 9632 N.E. 5th Ave. Road, Miami Shores, Florida 1108 S.E. 14th Terrace Details By: T. K. Job No. 18-05-010 Date: 05/23/2018 Architect: Deerfield Beach, FL 33441 Phone: (954) 360-9628 Checked By: T. K. Rev. Date: Scale: Architect Fax: (954) 360-0173 One.com tkelaherengr@comcast.net Architecture � �....� `"".U�'� 's � � �+ � 1/� °,..EJ V'�" y`�^�+�� bye` I'—p.� � � � � �O ✓ "Residential Remodel" 9632 N.E. 5th Ave. Road, Miami Shores, Florida . . 0000 0000. 5+LA-k -s Date: 05/23/2018 -I� V, I 'I f+ Tx- I. ?c 5 r5 r= - (oo #- tza-s ts--,`�) -D, L. J �► �. s�� s -��. �..�. +ass 3 f�.�� s Thomas M. Kelaher P.E. Halabu Residence 0000 "Residential Remodel" 9632 N.E. 5th Ave. Road, Miami Shores, Florida . . 0000 0000. Job No. 18-05-010 Date: 05/23/2018 .. 0000 • Deerfield Beach, FL 33441 Phone: (954) 360-9628 Architect 0000 --.-.-rte 0000 Scale: Fax: (954) 360-0173 tkelaherengr@comcast.net 060060 6666 0066 • Irl 5 S �wrR- v�` .. .. ' - i v�q d- S �� w i ,� ; s'`i�, i 5 0000 0000 �: • 0 "4 0000 J 0000.. Tx- I. ?c 5 r5 r= - (oo #- tza-s ts--,`�) -D, L. J �► �. s�� s -��. �..�. +ass 3 f�.�� s Thomas M. Kelaher P.E. Halabu Residence Structural Consultants Florida P.E. 940159 "Residential Remodel" 9632 N.E. 5th Ave. Road, Miami Shores, Florida Details By: T. K. Job No. 18-05-010 Date: 05/23/2018 Architect: 1108 S.E. 14th Terrace Deerfield Beach, FL 33441 Phone: (954) 360-9628 Architect Checked By: T. K. Rev. Date: Scale: Fax: (954) 360-0173 tkelaherengr@comcast.net One.com Architecture O This product is preferable to similar connectors oecause of a) easrm rrr��o„a,••••, b) higher loads, c) lower installed cost, or a combination of these features %/'The Stud Plate Tie series offers general solutions for connecting the stud to the top and bottom plates. All models can be used to make a connection to either the top or bottom plate, and several are suitable for double top plates and studs. MATERIAL: DSP/SSP/SPH-18 gauge; TSP -16 gauge; all others -20 gauge FINISH: Galvanized. Some products available In ZMAX® coating; see Corrosion Information, pages 13-15. INSTALLATION: • Use all specified fasteners; see General Notes. • TSP/DSP/SSP—sill plate installation -fill all round holes. • TSP/DSP/SSP—top plate installation -fill all round and triangle holes • SP1/SP2/SP3/SP5—one of the 10d common stud nails is driven at a 45° angle through the stud into the plate. CODES: See page 12 for Code Reference Key Chart. SThese products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. ;7' These products are approved for installation with the Strong -Drive® SD Connector screw. See page 27 for more information. 1. Allowable loads have been increased 60% for wind or earthquake loading with no further increase allowed. 2. When cross -grain bending or cross -grain tension cannot be avoided, mechanical reinforcement to resist such forces should be considered. 3. o a rim 4. Noted d values only apply to of/SPtmembers. For oist re vl SPF values, multiplyF)5 by lbs. SPF/HF). 5. Southern pine allowable uplift load Is 585 lbs. 6. NAILS: 10d = 0.148' dia. x 3' long, I Odx1'/P = 0.148' dia. x 11/2 long. See page 22-23 for other nail sizes and information. 1. SP1/SP2-drive one stud nail at an angle through the stud into the plate to achieve the table load (see illustration). 2. Allowable loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern. 3. RSP4—see Installation details (1) and (2) for reference. 4. RSP4 F2 is 250 Itis. (installation 1) and 250 lbs. (installation 2). Ft load is 210 lbs. for both installations. 5. Maximum load for SPH in Southern Yellow Pine is 1490 Itis for center loading and 745 Itis for side loading. 6. When cross -grain bending or cross -grain tension cannot be avoided, mechanical reinforcement to resist such forces should be considered. 7. For retrofit application see technical bulletin T -C -STRAPS. 8. Use Side (eccentric) load when uplift loads are applied to only one face of the top plate. 9. Use Center (concentric) loads when uplift loads are applied at the centerline of the top plate, or where equal loads are applied to both sides of the top plate. Center loads should also be used for stud to bottom plate loads. 10. NAILS: 10d = 0.148' dia. x 3” long, 10dx1'/z = 0.148' dia. x 1'/z' long, 8dx1'/2 = 0.131" dia. x 1'/z' long. See page 22-23 for other nail sizes and information. SIMPSON -•..ter--y .7Tiee Typical SSP Installed to Sill Plate (DSP similar for Double Stud) typical DSP fi,talled t0 Tt1 Mote JSSP similai9*9 • 6rlgle Stud) • • . • F2 Typical SP2 Installation Center (concentric) load when uplift loads are applied at centedine of top plate (toomote 9) Typical SPH4R installed on 4 Installation Typical SP bottom of 2x stud wall SPsimilar (Sill plate anchorage not sh0 P P (SPH� D I ` , 205 A `' 0 0 in 00 _ y do (2) Typical RSP4 Stud to Double Top Plate y (See footnote 4) " of�- o ea.r: too Typical SP2 Installation Center (concentric) load when uplift loads are applied at centedine of top plate (toomote 9) Typical SPH4R installed on 4 Installation Typical SP bottom of 2x stud wall SPsimilar (Sill plate anchorage not sh0 P P (SPH� D I ` , 205 A 186 Straps are designed to transfer tension loads in a wide variety of applications. HRS—A 12 gauge strap with a nailing pattern designed for installation on the edge of 2x members. The HRS416Z installs with Simpson Strong -Tie® Strong -Drive® SDS Heavy -Duty Connector screws. LSTA and MSTA—Designed for use on the edge of 2x members, with a nailing pattern that reduces the potential for splitting. LSTI—Light straps that are suitable where pneumatic -nailing is necessary through diaphragm decking and wood chord open web trusses. MST—Splitting may be a problem with installations on lumber smaller than 3'/z ; either fill every nail hole with 10dx1'/2' nails or fill every -other hole with 16d common nails. Reduce the allowable load based upon the size and quantity of fasteners used. MSTC—High Capacity strap which utilizes a staggered nail pattern to help minimize wood splitting. Nail slots have been countersunk to provide a lower nail head profile. MSTI MST T° "t " P U) J LSTI Typical MSTI Installation (MIT hanger shown) LSTI similar n N J MSTC/MSTI strap Ties FINISH: PS–HDG; HST3 and HST6–Simpson Strong -Tie® gray paint; all others–galvanized. Some products are available in stainless steel or ZMAX® coating; see Corrosion Information, pages 13-15. INSTALLATION: Use all specified fasteners. See General Notes. OPTIONS: Special sizes can be made to order. Contact Simpson Strong -Tie. CODES: See page 12 for Code Reference Key Chart. MSTC and RPS meet code requirements for reinforcing i cut members (16 gauge) at top plate and RPS at sill plate. International Residential Code®—ZQIIOl260.6 R602.6.1 International Building We®— 200002099 2308.9.80 • • • ; • j (For RPS, refer%.page 13.) • • • . • 55�� I �• • 3•. �'h"� I� •••••8u� •••• I ice••: • N O • • • • • • • • • • •• •• O O (Pilot holes not shown) N0 O O O O O O 0 0 0 0 0 n • • 0 a 0 ,�, HST • N • ••••• 11a 2'h" HST2 and HST5 HST2 HST5 1112 3" HST3 and HST6 HST3 HST6 • O O L 090 3 � rc`yF. U � OO ti N N F In O o _ 1 a ST2115. ST LSTA and MSTA (Pilot holes not shown) O O O O 0 0 00 0 0 0 0 0 0 0 0 3" HTP37Z 0 0 0 0 � 0 a 0 0 0 0W HST 11a 2'h" HST2 and HST5 HST2 HST5 1112 3" HST3 and HST6 HST3 HST6 N H ST9,ST12, ST18,ST22 0 0 0 o_o 0 0 00 0 0 0 0 0 0 0 0 Z% N ~ 16" am � o 0 0 0 0 0__ 0 0 0 0 0 —ow f�-3�/a" HRS HRS416Z 0 o C p _ o o 0 0 0 0 Typical HRS Installation 0 CODES: See page 12 for Code Reference Key Chart. SThese products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. ©These products are approved for installation with the Strong -Drive® SD Connector screw. See page 27 for more information. 2W End Distance SIMPSON Beam and Strap TypiW tJrA InstallatTV ffnp rot shown) • • • • Bend,stwo one timet. r4W,1 /j Z Joist pitch. . Model Material Dim. Bolts Code No. Thickness Ref. Gauge W L Qty Dia PS218 2 18 4 3/ PS418 7 ga 4 18 4 3/4 180 PS720 63/4 20 8 /z 1. PS strap design loads must be determined by the Designer for each installation. Bolts are installed both perpendicular and parallel - to -grain. Hole diameter in the part may be oversized to accommodate the HDG. Designer must determine if the oversize creates an unacceptable installation. 2. For allowable tension loads, see page 230. PS218 and PS418 PS720 O O0 Ow -------- - w O O PS PS218 and PS418 2 ' 1 PS720 31/4" 1'h" Typical PS720 Installation Allowable Allowable Model Dimensions Ga Fasteners Tension Loads (DF/SP) Tension Loads Code (SPF/HF) Ref. No. (Total) W L (160) (160) rLSTA9 1'/0 9 8104 740 635 LSTA12 1'/4 12 10104 925 795 7LSTA15 1'/4 15 12-10d 1110 950 r LSTA18 1'/, 18 14-10d 1235 1110 LSTA21 1'/4 21 16-10d 1235 1235 20 11/4 24 LSTA24 18-10d 1235 1235 rST292 21A6 95/16 12-16d 1265 1120 "ST2122 2'/16 1213/,6 16-16d 1530 1505 "ST2115 3/4 163/6 10-164 660 660 'ST2215 2'/16 165/16 20-164 1875 1875 LS 30 11/4 30 22-104 1640 1640 14, L3, L5, F2 LSTA36 1'/4 36 24104 1640 1640 LST149 33/4 49 32-10dx11h 2975 2555 'LST173 33/4 73 48-10dx1'h 4205 3830 MSTA9 1'/4 9 8-10d 750 645 ®'MSTA12 18 1'/4 12 10-10d 940 810 �'MSTA15 1'/4 15 12-10d 1130 970 MSTA18 1'/4 18 14-10d 1315 1130 7MSTA21 1'/4 21 16-10d 1505 1290 �rMSTA24 1'/4 24 18-10d 1640 1455 MSTA30 1'/4 30 22-10d 2050 1820 �7MSTA36 11/4 36 26104 2050 2050 2020 F2, L3, L5 MSTA49 1'/4 49 26-100 2020 2095 1900 14, IL14, L3, L51 F2 ' ST6215 21/16 165/16 20-16d 28-16d 2540 540 2760 14, L3, L5, F2 `ST6224 2'/,6 235/,6 'ST9 1'/4 9 8-16d 885 ST12 16 11/4 115/a 10-16d 1105 950 'ST18 1'/4 173/4 14-16d 1420 1330 1420 14, L3, L5, F2 ST22 11/4 21% 18-16d 1420 7MSTC28 3 281/ 36-16d sinkers 3455 2980 " /MSTC40 3 401/4 52-16d sinkers 4745 4305 MSTC52 3 521/4 62-16d sinkers 4745 4745 ® "HTP37Z 3 7 20-10dx1'F 1850 1600 L5 - 'MSTC66 3 653/4 76-16d sinkers 5860 5860 5860 14, L3, L5, F2 MSTC78 14 3 773/4 76-16d sinkers 5860 'ST6236 2'/16 3313/16 40-16d 3845 3845 ' HRS6 13/6 6 6-10d 605 525 880 L5, F26 HRS8 1% 8 10-10d 1010 'HRS12 13/6 12 14-10d 1415 1230 'MST126 21/16 26 26-10dx1'h 2745 2325 MST136 12 2'/16 36 36-10dx1'/z 3800 3220 4290 14, L3, L5, F2 7MST148 2'/16 48 48-10dx11/2 5065 MSTI60 2'/16 60 60-10dx1'h 5080 5080 "MST172 TAB 72 72-10dx11/2 5080 5080 HRS416Z 31A 16 16-SDS'/"x1'/2" 2835 1 2305 170 1. Loads include a 60% load duration increase on the fasteners for 10d are wind or earthquake loading. specified at 100% of the table loads 2 10dx1'/z" nails may be substituted where 16d sinkers or except where straps are installed over sheathing. 16d are specified at 100% of table loads. 3. 10d commons may be substituted where sinkers 4. 16d sinkers (0.148' dia. x 31/4' long) or 10d commons may be substituted where 16d commons are specified at 0.84 of the table loads. being connected to achieve the listed loads. 5. Use half of the nails in each member 6. Tension loads apply for uplift when installed vertically. 0.148" dia. x 3Y<' long, 10d = 0.148' dia. x 3' long. 7. NAILS: 16d = 0.162' dia. x 3'/2" long, 16d Sinker 10dx1'/2 = 0.148" dia. x 1'/z" long. See page 22-23 = for other nail sizes and information. 2W End Distance SIMPSON Beam and Strap TypiW tJrA InstallatTV ffnp rot shown) • • • • Bend,stwo one timet. r4W,1 /j Z Joist pitch. . Model Material Dim. Bolts Code No. Thickness Ref. Gauge W L Qty Dia PS218 2 18 4 3/ PS418 7 ga 4 18 4 3/4 180 PS720 63/4 20 8 /z 1. PS strap design loads must be determined by the Designer for each installation. Bolts are installed both perpendicular and parallel - to -grain. Hole diameter in the part may be oversized to accommodate the HDG. Designer must determine if the oversize creates an unacceptable installation. 2. For allowable tension loads, see page 230. PS218 and PS418 PS720 O O0 Ow -------- - w O O PS PS218 and PS418 2 ' 1 PS720 31/4" 1'h" Typical PS720 Installation SIMPSON Tie Zclips..�.,�.__�.w• Z clips secure 2x4 flat blocking between joists or trusses to sup MATERIAL: See table FINISH: Galvanized INSTALLATION: • Use all specified fasteners; see General Notes. • Z clips do not provide lateral stability. Do not walk on stiffeners or apply load until diaphragm is installed and nailed to stiffeners. ennrem coo nn 19 fnr Cnde Reference Kev Chart. Model Fasteners Df/SP Allowable Loads SPF/HF Allowable Loads Wind/ ltiind/ Floor Snow Roof Wind!c Floor Snow Roof Seismic (100) (115) (125) (160) (100) (115) (125) (160) Dimensions GAi Fasteners' Allowable Download Code No. Ga W H B TF (Total) (100 Ref. Z2 20 25/,6 1'/z 1% 13/6 4-10dx1'/z 470 L18 Z4 12 1'/2 3'/2 2'/6 13/4 2-16d 465 114 L18. F13 Z28 28 2s/6 1'/z 1% 1% 10dxl'/z' — 170 Z38 28 25/,6 2'/z 13/6 1% 10dx1'/2' — 595 Z44 12 2'/z 3Yz 2 1% 4-16d 865 114, L18, F13 11F Lrs r) Vq 1. Z28 and Z38 do not have nail holes. Fastener 3. Z4 loads apply with a nail Into the top and a nail into the seat. quantity and type shall be per Designer. 4. NAILS: 16d = 0.162° dia. x 31/F long, 10dx1'/z = 0.148' dia. x 114" long. 2. Allowable loads may not be Increased. See page 22-23 for other nail sizes and Information. HL Heavy Angles and Gussets Versatile angle gussets and heavy angles promote standardization and construction economy, and are compatible with Simpson Strong Tie® structural hardware. FINISH: 7 ga Models -Galvanized; 3 ga Models -Simpson Strong -Tie® gray paint. May be ordered HDG. Contact Simpson Strong -Tie. OPTIONS: Gussets may be added to HL models when L>_5" (specify G after model number, as in HL46G). CODES: See page 12 for Code Reference Key Ph-' 0 0 i 01 HL53 0 Optional Gusset HL55 Typical HL55 Installation Typical Z2 Installation •• • These products are available with additional r�rrosipd gfotection. A•d�rtional products on • • : • this page may also be available with this optionp check with simpson6#mVie for details. • • • No. L -Staggered nail pattern reduces the possibility for splitting. LS -Field -adjustable 01 to 135° angles.The GA Gusset Angles' embossed bend section provides added strength. MATERIAL: L-16 gauge; GA and LS -18 gauge FINISH: Galvanized. Some products available in stainless steel or ZMAX® coating; see Corrosion Information, pages 13-15. INSTALLATION: • Use all specified fasteners; see General Notes. • LS -field skewable; bend one time only. • Joist must be constrained against rotation (for example, with solid blocking) when using a single LS per connection. • Nail the L angle's wider leg into the joist to ensure table loads and allow correct nailing. CODES: See page 12 for Code Reference Key Chart. ® These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. 208 I. AIId JAble loads have bet? • • • increasW 60% for windyr • earthquake loading withglo • • • • furlidf iYcfease allowedoeduce • where otherioads govern. 2. UsoN! Mmes table loaf! • • • • for Hem Fir. • • 3. Parts Hbdldbe centereddh• • the f the member ip• • • • • w-hhlcn t ey are attached. • 4. wood rwmbers for the 'T • and '5' series must have a • rOnimum *idth and thidlillil • • • d"AAAle loads to apply. • 5. flood members for the :44 • • • '7' hes ryust have a r rlmum • WiX aW thjpkness of S/d for►aWe lopds to apply. 6. Parts must be used in pairs. 7. Lag bolts of equal diameter (mint -mum 5' long) may be substituted for machine bolts into beam with no reduction in load. Model Mode Fasteners Df/SP Allowable Loads SPF/HF Allowable Loads Wind/ ltiind/ Floor Snow Roof Wind!c Floor Snow Roof Seismic (100) (115) (125) (160) (100) (115) (125) (160) Code Ref. GAi 410dx1'/ 235 270 290 330 200 230 250 285 iF1.L5. GA2 6 10dx1'/z 355 405 435 560 305 350 375 475 L18. F13 7L_3_0 4 i Odxi'/z 245 250 250 250 210 215 215 215 L50 6 10dxi:/ 365 415 445 555 315 355 385 475 IPI. 'L70 8 10dx1%2 485 550 595 740 415 475 510 635 L5,F13 L90 10-10dx1'/ 610 690 740 925 525 595 635 795 6 10dx1'/ 325 325 325 325 280 280 28D 28D LS30 6 10d 355 395 395 395 305 340. 340 340 8-10dxl'/z 475 540 565 565 410 465 485 485 LS50 8-10d 475 540 585 730 410 465 505 630 IP1,L5, 10-10dx1'/; 595 640 640 640 510 550 550 550 L18, F13 LS70 10-1 Od 595 675 730 915 510 580 630 785 12-10dx1'/ 715 810 845 845 615 695 725 725 LS90 12-10d 715 810 875 1040 615 695 755 895 1. L angles–loads are for condition F1 or F2; LS angles–loads are for condition t1 only. 2. GA1 and GA2 angles table loads are F1– loads for F2 are 235 lbs. and 355 lbs. (100) and 290 lbs. and 435 lbs. (125), respectively. 3. Roof loads are 125% of floor loads unless limited by other criteria. Typical L50 Installation 4. Connectors are required on both sides to achieve F2 loads in both directions. 5. GP. angles may be installed c:!ith 10d nails. 6. NAILS: 10d = 0.148' dia. x 3' long, 10dx1 Y2 = 0.148' dia. x 1'/z" long. See page 22-23 for other nail sizes and information. L90 W LS rr These products are approved for installation with the Strong -Drive° 1 ` SD Connector screw. See page 27 for more information. sl Instal No Adjustable / from 0° to 135° Bend onetime only. ` Shipped at 45° LS Top View Ii Typical GA Installation Load Direction Load \ Vita Direction Typical S70 Installation 0 I These products are available with additional corrosion protection. Additional products on with Sim son Strong -Tie for details i - These products are approved for installation with the Strong -Drive® L r.,., -tnr err- .Cee none 97 for more information. this page may also be available with this option, check p connector must be on the same side - the wall. See T HTIECO PATH for more mmmijtr-.• - Me loads for H10A =1340 lbs. and for the H14 =1465 lbs. 2. Allowable loads are for one anchor. A minimum rafter thickness of 2'/z' be used when framing anchors are used on each side of the joist and 7. Southern allowable uplift 8. Refer to Simpson Strong - Tie® technical bulletin T-HTIEBEARING for allowable bearing must on the same side of the plate (exeption: connectors installed such that interfere). g enhancement OS can have the stud offset a maximum of 1' from rafter (center to center) for a reduced nails on opposite side don't 3. Allowable DF/SP uplift load for stud to bottom plate installation (see detail 265 lbs. 360 lbs. (H4) and 3i0 lbs. (H8). uplift of 890 lbs. (DF/SP) and 765 lbs. ((llift bSPF). for larre ower than those for to platues forthe ption al f o ors 15) is 390 lbs. (H2.5A); (H2.5ASS); For SPF/HF values multiply these values by 0.86. intended to replace diaphragm shown hereuired 10. Some load steelfconnectut the carbon -steel versions. Ongoing test programs have shown this to also be the case with nails. Visit 4. Allowable loads in the F1 direction are not boundry members or cross gram bending of the truss or rafter members. other stainless-steel connectors in the product line that are installed with updated information. DF/SP Allowable Loads Uplift with SPF/HF Allowahle Loads Uplift with Code Model Uplift LateralNo. Ga To Plates Ta Studs (160) F1H1 18 tFasteners 4-8d585 485H2A 18 2-Bdx1'/2 5-8dx1'/z 575 130 55 - 400 345 130 55 345 170 H2ASS 18 5-SS8D 2-SS8D 5-008D 400 130 55 110 575 535 110 110 495 117, L5, L6, F16 H2.5A 18 5-8d 5 8d - 600 440 110 75 70 365 380 75 70 310 170 H2.5ASS 18 5-SS8d 5-SS8d - 545 135 145 425 545 135 145 425 IP1,L18,F25 H2.5T 18 5-8d 5-8d 4-8d - - 455 125 160 415 320 105 140 290 117, L6, F16 H3 18 20 4 8d 4-8d 4-8d - 360 165 160 360 235 140 135 235 117, L5. L6. F16 H4 H5 18 4-8d 4-8d - 455 115 200 455 28250 100 170 265 H6 16 - 8-8d 8-8d 950 - - - 117,F16 H7Z i6 4-8d 2-8dx1'/z 8-8d 985 400 - - 630 845 565 345 75 - - 510 L5. L?0 L1 2fi Hg I H10A Sloped 18 18 5-10dx11h 9-10dx11/. 5-10dx1'/s 9-10.x1'/. - - 745 855 75 590 - 285 - 760 505 285 • � ; 117, L5,1i8R G25 • r H10A 18 9-10.x1 /z 9-10dx1Yz - 1140' 590 285 - 1015 835 505 485 285 170 ' • •-• • • • • • • • ( H1 ASS 18 I 9-SSN10 I9 SSN10 - 970 1050 565 490 170 285 - - 905 420 285 • • •-' • • 170 • H1 OAR 18 9-10.x1'/. 910.x1'/z 8-8d - 8-8d 1010 660 215 550 870 570 185 •4a'G • IP1, Li& �2b H10S90 H10A-2 18 18 8-8dx1'/z 9-10.x1'/z x1Yz11 9-10.x1'/ - 1245 815 260 1070 700 225 • Li8•�� • 117, LG F H10-2 118 6104 6104 - 760 455 395 _ 655 715 390 450 340 655 • ��+� 17 H11Z I18 6-16dx2'/z 6-16 12 - 830 525 760 I _ 1050 480 245 - H14 18 1 12 8dx11/z 13-8d 15-8d - - 1350' 1350' 515 515 265 265 - - 1050 480 245 • • •-• • • IP1,L18,J25 I16 i 2 12-8dx1'/z 9-10dx11/z 6-10dx1'/z - 740 310 190 - 635 765 265 265 160 160 • - • • - • • • .Ff-& . • • • TSP 9-10dx1'/z 6-10d - 890 310 190 - ;,, k, _ -, i;& tn- to nlawvnnni tnr and ola"o stud 1. Loads have been increased for wind or earthquaKe Ioaamg wan nu further increase allowed: reduce where other loads govern. connector must be on the same side - the wall. See T HTIECO PATH for more mmmijtr-.• - Me loads for H10A =1340 lbs. and for the H14 =1465 lbs. 2. Allowable loads are for one anchor. A minimum rafter thickness of 2'/z' be used when framing anchors are used on each side of the joist and 7. Southern allowable uplift 8. Refer to Simpson Strong - Tie® technical bulletin T-HTIEBEARING for allowable bearing must on the same side of the plate (exeption: connectors installed such that interfere). g enhancement OS can have the stud offset a maximum of 1' from rafter (center to center) for a reduced nails on opposite side don't 3. Allowable DF/SP uplift load for stud to bottom plate installation (see detail 265 lbs. 360 lbs. (H4) and 3i0 lbs. (H8). uplift of 890 lbs. (DF/SP) and 765 lbs. ((llift bSPF). for larre ower than those for to platues forthe ption al f o ors 15) is 390 lbs. (H2.5A); (H2.5ASS); For SPF/HF values multiply these values by 0.86. intended to replace diaphragm shown hereuired 10. Some load steelfconnectut the carbon -steel versions. Ongoing test programs have shown this to also be the case with nails. Visit 4. Allowable loads in the F1 direction are not boundry members or cross gram bending of the truss or rafter members. other stainless-steel connectors in the product line that are installed with updated information. 5. When cross -grain bending or cross -gain tension cannot be avoided in the 5. members, mechanical reinforcement to resist such forces may be considered. www.strongtie.cam/carrnsiontor 12. NAILS:16dx2'/z = 0.162" dia. x 21/' 10d = 0.148" dia. x 3° long, 11/2 long, 8d = 0.131" dia. x 2'/z long, 8.x1'/z = 0.131' dia. x 1'/� long. 6. Hurricane Ties are shown on the outside of the wall for clarity and assume a minimum overhang of 3'/z". Installation on the inside of the wall is acceptable 17). For uplift 10dx1'/z = 0.148" dia. x See page 22-23 for other nail sizes and information. 13. Strwitong-Drive"el S 911e 2) = 0131' dia. x 11/V long (for the (see General Instructions for the Installernotes u on page models marked e orange flagzo(mo W H1 Installation 2 I� F • O H2.5T Installation o ° Q H4 Installation (Nails into upper top plate) H3 Installation (Nails into upper top plate) H5installation (Nails into both top plates) TSP Installation LU -.Vv H2.5A Installation (Nails into both top plates) V H2.5T Installation (Nails into both top plates) H4 �C Installation (see footnote 3) M H5 Stud to Top Plate Installation ®H6 Stud to Band Joist Installation ® H7Z Installation 197 Wedge -Bolt• PRODUCT INFORMATION Wedge -Bolt Screw Anchor PRODUCT DESCRIPTION The Wedge -Bolt anchor is a one piece, heavy duty screw anchor with a finished hex head. It is simple to install, easy to identify, fully removable and vibration resistant. The Wedge - Bolt has many unique features and benefits that make it well suited for many applications in a variety of base materials. Optimum performance is obtained using a combination of patented design concepts. The steel threads along the anchor body self tap into the hole during installation and provide positive keyed engagement. The benefit to the designer is higher load capacities, while the benefit to the user is ease of installation. The Wedge -Bolt can be installed with either a powered impact wrench or conventional hand socket. Wedge -Bolt screw anchors are designed to be used with a matched tolerance Wedge -Bit for optimum performance. The Wedge -Bolt works in fixture clearance holes that are 1/16" over nominal, which is typical of standard fixture holes used in steel fabrication. GENERAL APPLICATIONS • Racking and Shelving • Material Handling • Support Ledgers • Storage Facilities • Fencing • Repairs • Maintenance • Retrofits • Interior Applications/Low Level Corrosion Enviroments FEATURES AND BENEFITS + One-piece design eliminates possibility of lost anchor parts or improper assembly + Can be installed with an impact wrench or conventional hand socket + Fast installation and immediate loading minimizes downtime + High load capacities and full contact along thread length + Diameter and length ID stamped on head of each hex head anchor for easy inspection + Finished hex head provides attractive appearance and eliminates tripping hazard + Can be installed closer to the edge than traditional expansion anchors + Versatile installation in concrete, block and brick masonry + Ratchet teeth on underside of hex washer head lock against the fixture + Removable and will not leave components in the hole APPROVALSF TESTING, Tested in accordance with ASTM E488 and AC 106 criteria GUIDE • CSI Divisions: 03151 -Concrete Anchoring, 04081 -Masonry Anchorage and 05090 -Metal Fastenings. Screw anchors shall be Wedge -Bolt as supplied by Powers Fasteners, Inc., Brewster; NY. -Powers, FASTENERS SECTION CONTENTS Page No. General Information ......................1 Installation Specifications............ 2 Material Specifications...., Performance Data ............. Design Criteria .............................13 Ordering Information .................. 16 ,,,, • - 0000 i:V4" e: 00000. t 4 .- • , acs t 0000.. .. . 000000 Carl•ehjsteel Wedg@-Bolt 0000 0000 . . 0000 0000 0000. HEADWLUS'0000 0.00• .. .. 0000 00000 Hex Head 0000 0 • 0 0000.. .0000. ANCHbR OffERIALSO. 0 :Goo*: Zinc Plated Carbon Steel 0 0 0 ANCHOR SIZE RANGE (TYP.) 1/4" through 3/4" diameter SUITABLE BASE MATERIALS Normal -weight Concrete Structural Lightweight Concrete Grouted Concrete Masonry (CMU) Brick Masonry APPENDIX B 1 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 -Powers, FASTENERS INSTALLATION SPECIFICATIONS Wedge -Bolt (Blue Tip) PRODUCT INFORMATION Dimension 114" Nominal Anchor Diameter, of 3/8" 1/2" 518" 314" Wedge -Bit Size, dart (in.) 1/4 3/8 12 5/8 3/4 ANSI Drill Bit Size Range (in.) 0.255-0.259 0.385-0.389 0.490-0.495 0.600-0.605 0.720-0.725 Fixture Clearance Hole, dh (in.) 5/16 7/16 9/16 11116 13/16 Head Washer Height (in.) 7/32 21/64 7116 12 19132 Washer O.D., d,,, (in.) 9116 47/64 1 1-3116 1-13/32 Wrench/Socket Size (in.) 7116 9/16 3/4 15/16 1-1/8 dw Component Material Anchor Body Nomenclature Zinc Plating t d = Nominal diameter of anchor 1/4" 3/8" 1/2" 5/8" dm, = Diameter of drill bit 2,000 psi Concrete do = Diameter of fixture clearance hole 30 d„ = Diameter of washer 75 h, h h = Base material thickness, 4,000 psi Concrete The minimum value of h should be 1.5h,or 3" minimum 40 (whichever is greater) 95 h, = Minimum embedment depth 6,000 psi Concrete .f = Length of anchor 40 t=Fixturethidmess �'d I� d bit 10 INSTALLATION SPECIFICATIONS Maximum Clamping Torque (ft. -lbs.) Wedge -Bolt Installation Procedure Select the proper diameter Wedge - Bit for the Wedge - Bolt Using the proper drill bit, drilla hole into the base material to a depth of at least one anchor 9 > diameter deeper than the embedment required. 0000 Insert the anchor though the jxture ` into the anclfbr hole. • • . '.. BegiQ�Otj4ng the anchor with socket _.. wrEntifI&Mating coclauicwand e apl54ny pressure in ward pow. gnpact • • • . wrench may yY also be used. Tho will en4�eif_Tirat few threads as thcanchor • ; • begphs to advance • Continue tightening • • the anchor until the head is firmly seated against the fixture o while achieving the required embedment " depth. P °> _ • D Base Material Component Material Anchor Body Anchor Diameter Zinc Plating ASTM B633, SC1, Type III (Fe/Zn 5) Minimum plating requirments for Mild Service Condition 1/4" 3/8" 1/2" 5/8" 314" 2,000 psi Concrete 5 30 45 75 150 4,000 psi Concrete 10 40 60 95 200 6,000 psi Concrete 10 40 60 95 200 3,000 psi Lightweight Concrete 10 15 40 60 70 Grout Filled Block 10 15 1 40 60 70 Solid Red Brick 10 30 45 75 100 Hex Head W x __ f, "== " V �' `a. ", 'jo —Blue Tip Diameter/LengthHead \ �� w I Marking Identification Serrated Dual Thread Underside Profile MATERIAL SPECIFICATIONS Carbon Steel Wedge -Bolt Anchor Component Component Material Anchor Body Case Hardened Carbon Steel Zinc Plating ASTM B633, SC1, Type III (Fe/Zn 5) Minimum plating requirments for Mild Service Condition 0000.. • 0000.• 0000•. 0000• 0000• 0000•• • • • • 0 0 • . • •0000• • • C Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 2 -Powers FASTENERS PERFORMANCE DATA PRODUCT INFORMATION Allowable Load Capacities for Wedge -Bolt installed in Normal -Weight Concrete at 16 Diameters Spacing and Edge Distances' - Wedge -Bolt' Nominal Minimum Spacing Minimum Concrete Compressive Strength (f,) Anchor Embed. and Edge 000 psi 2, s1 (13.8 MPa) 4,000 psi (27.6 MPa) 6,000 psi (41.4 MPa) Diameter Depth Distance at d h, 16d Tension Shear Tension Shear Tension Shear in. in. in. lbs. lbs. lbs. lbs. lbs. lbs. (MM) (mm) (mm) (kN) (kN) (kN) (kN) (kN) (kN) 1 (25.4) 230 (1.0) 230 (1.0) 380 (1.7) 475 (2.1) 415 (1.9) 555 (2.4) 1 1/2 (38.1) 440 (2.0) 585 (2.6) 590 (2.7) 630 (2.8) 620 (2.8) 610 •"m 1/4 4 2 (50.8) 700 (3.2) 630 (2.8) 1,060 (4.8) 630 (2.8) • 1,249 • JIM •9e5' .(3GQ 6.4 (101.6) 2 112 (63.5) 1,055 (4.7) 701 (3.1) 1,225 (5.5) 700 (3.1) • • 9.815 . (3.7) 1 1/2 (38.1) 535 (2.4) 735 (3.2) 665 (3.0) 998160 (4.3) !3!41' .0 • •l�5$ • 2 (50.8) 825 (3.7) 925 (4.1) 1,030 (4.6) 1,130 (5.0) . T,J00• • 45a • • wo - 21/2 (63.5) 1,115 (5.0) 1,115 (4.9) 1,390 (6.3) 1,265 (5.6) • 8.3 • • (6.0 3/8 (9.5) 6 (152.4) 3 (76.2) 1,545 (7.0) 1,300 (5.7) 1,995 (9.0) 1,395 (6.2) •2,475 • '(11.1) • 1,535 :0A)•• 31/2 (88.9) 1,975 (8.9) 1,490 (6.6) 2,600 (11.7) 1,525 (6.7) ttra . (14!0) • 1,560 .'(E.v'. 2 (50.8) 740 (3.3) 1,425 (6.3) 985 (4.4) 1,615 (7.1) 1,195 (5.4) T,%(F (8.7) 21/2 (63.5) 1,025 (4.6) 1,615 (7.1) 1,300 (5.9) 1,735 (7.7) 1,620 (7.3) 2,110 (9.3) 3 (76.2) 1,480 (6.7) 1,675 (7.4) 1,950 (8.8) 1,900 (8.4) 2,345 (10.6) 2,110 (9.3) 1/2 (12.7) 8 (203.2) 31/2 (88.9) 1,515 (6.8) 1,920 (8.5) 2,120 (9.5) 2,100 (9.3) 2,975 (13.4) 2,150 (9.5) 4 (101.6) 1,905 (8.6) 2,165 (9.7) 3,315 (14.9) 2,100 (9.3) 3,315 (14.9) 2,400 (10.8) 21/2 (63.5) 855 (3.8) 1,950 (8.8) 1,180 (5.3) 2,690 (11.9) 1,725 (7.8) 2,585 (11.4) 3 (76.2) 1,140 (5.1) 2,150 (9.5) 1,845 (8.3) 2,690 (11.9) 2,240 (10.1) 2,720 (12.0) 31/2 (88.9) 1,430 (6.4) 2,350 (10.4) 2,510 (11.3) 2,690 (11.9) 2,760 (12.4) 2,850 (12.6) 5/8 10 4(254.0) (101.6) 2,070 (9.3) 2,610 (11.6) 3,190 (14.4) 2,925 (13.0) 3,580 (16.1) 3,025 (13.4) (15.9) 41/2 (114.3) 2,715 (12.2) 2,870 (12.7) 3,875 (17.4) 3,160 (14.0) 4,400 (19.8) 3,200 (14.2) 5 (127.0) 3,360 (15.1) 3,130 (13.9) 4,555 (20.5) 3,395 (15.1) 5,215 (23.5) 3.375 (15.0) 3 (76.2) 1,080 (4.9) 2,425 (10.7) 1,620 (7.3) 3,065 (13.6) 2,565 (11.5) 3,710 (16.5) 3112 (88.9) 1,440 (6.5) 2,755 (12.2) 2,330 (10.5) 3,560 (15.8) 3,035 (13.7) 4,150 (18.4) 4 (101.6) 1,800 (8.1) 3,085 (13.7) 3,035 (13.7) 4,545 (20.2) 3,505 (15.8) 4,510 (20.0) 3/4 (19.1) 41/2 (114.3) 12 (304.8) 2,450 (11.0) 3,695 (16.4) 3,410 (15.3) 4,915 (21.8) 4,180 (18.8) 4,970 (22.1) 5 (127.0) 3,100 (14.0) 4,310 (19.1) 3,780 (17.0) 5,290 (23.5) 4,850 (21.8) 5,430 (24.1) 51/2 (139.7) 3,750 (16.9) 4,920 (21.8) 4,150 (18.7) 5,660 (25.1) 5,520 (24.8) 5,895 (26.2) 6 (152.4) 4,395 (19.8) 5,535 (24.6) 4,520 (20.3) 6,030 (26.8) 6,190 (27.9) 6,355 (28.2) 1. Allowable load capacities listed are calculated using an applied safety factor of 4.0. 2. Linear interpolation may be used to determine allowable loads for intermediate embedments and compressive strengths. 3. Tabular loads are for anchors installed at a minimum spacing distance between anchors and an edge distance of 16 times the anchor diameter. C Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 6 Wedge -Bolt" PRODUCT INFORMATION Load Adiustment Factors for Nnrmm1_Woinl•t ?owers FASTENERS Notes: For anchors loaded in tension, the critical spacing (sc,) is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum spacing (smin) is equal to 4 anchor diameters (4d) at which the anchor achieves 50% of load. NT IL Spacing, Tension (FNs) _• Dia. (in.) 1/4 3/8 1/2 5/8 3/4 Scr (in.) 3 4 112 6 7 112 9 Smin (in.) 1 1 1/2 2 2 1/2 3 Minimums adn • f• • • • • P 9(+Rin)is+equalt04""c110f 1 0.50 •••••• • of load. •..••• •• ^„ 1 1/2 0.63 0.50 5 2 0.75 0.58 0.50 `S-, 2 1/2 0.88 0.67 0.56 0.50 '^ 3 1.00 0.75 0.63 0.55 0.50 � 41/2 1.00 0.81 0.70 0.63 'Q 6 1.00 0.85 0.75 in 7 1/2 1.00 1.00 0.88 W 9 1.00 1.00 ?owers FASTENERS Notes: For anchors loaded in tension, the critical spacing (sc,) is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum spacing (smin) is equal to 4 anchor diameters (4d) at which the anchor achieves 50% of load. NT IL Spacing, Shear (Fvs) _• Dia. (in.) 1/4 3/8 1/2 5/8 3/4 Scr (in.) 3 4 1/2 6 7 112 9 Smin (in.) 1 1 1/2 2 2 112 3 Minimums adn • f• • • • • P 9(+Rin)is+equalt04""c110f 1 0.75 •••••• • of load. •..••• •• _-. 1 1/2 0.81 0.75 5 2 0.88 0.79 0.75 V 21/2 0.94 0.83 0.78 0.75 m 3 1.00 0.88 0.81 0.78 0.75 c 4 112 1.00 1.00 0.91 0.85 0.81 v 6 1.00 0.93 0.88 LAM '^ 7 112 1.00 1.00 0.94 W 9 1.00 0.92 6 _ 1.00 ?owers FASTENERS Notes: For anchors loaded in tension, the critical spacing (sc,) is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum spacing (smin) is equal to 4 anchor diameters (4d) at which the anchor achieves 50% of load. NT IL Edge Distance, Tension (Fc) _• Dia. (in.) 1/4 318 112 5/8 3/4 ccr (in.) 2 3 4 5 6 Cmin (in.) 3/4 1 1/8 1 112 1 718 2 114 Minimums adn • f• • • • • P 9(+Rin)is+equalt04""c110f 314 0.70 •••••• • of load. •..••• •• _-. 1 1/8 0.79 0.70 1 1/2 0.88 0.76 0.70 V 1 7/8 0,97 0.82 0.75 0.70 m 2 1.00 0.84 0.76 0.71 0.15 A 2 1 /4 1.00 0.88 0.79 0.74 0.70 v 3 1.00 0.88 0.81 0.76 tM 4 1.00 0.90 0.84 W 5 1.00 0.92 6 _ 1.00 ?owers FASTENERS Notes: For anchors loaded in tension, the critical spacing (sc,) is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum spacing (smin) is equal to 4 anchor diameters (4d) at which the anchor achieves 50% of load. NT IL Edge Distance, Shear (Fc) _• Dia. (in.) 1/4 3/8 1/2 5/8 3/4 ccr(in.) 3 41/2 6 7112 g cmin (in.) 314 1 1/8 1 1/2 1 7/8 2 114 Minimums adn • f• • • • • P 9(+Rin)is+equalt04""c110f 3/4 0.15 •••••• • of load. •..••• •• - 11/8 0.29 0.15 1 1/2 0.43 0.24 0.15 u17/8 0.58 0.34 0.22 0.15 m 21/4 0.72 0.43 0.29 0.21 0.15 J _23 1.00 0.62 0.43 0.32 0.24 d 4 1/2 1.00 0.72 0.55 0.43 6 1.00 0.77Uj 0.62 7112 1.00 0.81 9 _ 1.00 ?owers FASTENERS Notes: For anchors loaded in tension, the critical spacing (sc,) is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum spacing (smin) is equal to 4 anchor diameters (4d) at which the anchor achieves 50% of load. NT IL Notes: For anchors loaded in tension, the critical edge distance (ccs) is equal to 8 anchor diameters (8d) at which the anchor achieves 100% of load. Minimum edge distance (cin) is equal to 3 anchor diameters (3d) at which the anchor achieves 70% of load. Notes: For anchors loaded in shear, the critical edge distance (ccr) is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum edge distance (cmi�) is equal to 3 anchor diameters (3d) at which the anchor achieves 15% of load c 13 www powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 S • _• Notes: For anchors loaded in • • shear tRedhlcjl spacing (sq) is etlg4VJI anchorLrweae s 02d) • • • • • at which the anchor achieves 1000of jo,�d • ; Minimums adn • f• • • • • P 9(+Rin)is+equalt04""c110f .. • . diameters (4d) A euhith'the anchor achieves 75% •••••• • of load. •..••• •• -vim- • • Notes: For anchors loaded in tension, the critical edge distance (ccs) is equal to 8 anchor diameters (8d) at which the anchor achieves 100% of load. Minimum edge distance (cin) is equal to 3 anchor diameters (3d) at which the anchor achieves 70% of load. Notes: For anchors loaded in shear, the critical edge distance (ccr) is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum edge distance (cmi�) is equal to 3 anchor diameters (3d) at which the anchor achieves 15% of load c 13 www powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ,it Mechanical Anchoring Systems 3.3.6 KWIK Bolt 3 Expansion Anchor 3.3.6.4 Allowable Stress Design - Table 5 - KWIK Bolt 3 Specifications and Properties' Bolt Size in. 1/4 3/8 1/2 Details (mm) (6.4) (9.5) (12.7) dbrc nominal bit diameteO in. 1/4 3/8 1/2 h°;/Yt�/h,.p depth of embedment in. 1-1/8 2 3 1-5/8 2-1/2 3-1/2 2-1/4 3-1/2 4-3/4 (mm) (70) (mm) (29) (51) (76) (41) (64) (89) (57) (89) (121) h minimum/standard/deep hole in. 1-3/8 2-1/4 3-1/4 2 2-7/8 3-7/8 2-3/4 4 5-1/4 ° depth (mm) (35) (57) (83) (51) (73) (89) (70) (102) (133) dh fixture hole in. 5/16 7/16 9/16 (mm) (17) (mm) (8) (11) (14) Carbon Steel Normal Carbon Steel ft -Ib 4 20 4(0 • HDG weight & (Nm) (5) (27) • •' (54)0 , , , HDG Installation Light weight Stainless Steel ft -Ib 6 20 , , • • , 4d • • • Torque Concrete (81) (Nm) (8) (27) • • * • • (54) • Carbon Steel Grout Filled Carbon Steel ft -Ib 4 15 • • • • • 25. , Block (88) (Nm) (5) (20) • • • • • • • • (34) in. 3 inch (76 mm) or 1.3 times embedment, whichever number is greater Bolt Fracture Carbon Steel 19600 Ib° 28700 Ib4.6 f� 2:88 ksi, f 2:75 ksi5 .•••• •••• h min. base material thickness in. 3 inch (76 mm) or 1.3 times embedment, whfchey- Giber -,is greater- • Bolt Fracture Carbon Steel 21900 Ib4 f, 2:76 ksi, fy a 64 ksi5 fn >_ 76 ksi, fY z 64 ksi5 2900 lb 4,67— 7200 Ib4.6 .. • • • 12400 Ib° • Load HDG no offering no offering • 12400'fa4• Stainless Steel 2900 Ib4.' 7200 Ib4.' •', 124001b4 Bolt Size in. 5/8 3/4 1 • • • Details (mm) (19.1) (25.4) dbn nominal bitdiameter2 in. 5/8 3/4 1 h°,;/t Md/ p depth of embedment in. 2-3/4 4 5-1/2 3-1/4 4-3/4 6-1/2 4-1/2 6 9 (mm) (70) (102) (140) (83) (121) (165) (114) (152) (229) h minimum/standard/deep hole in. 3-3/8 4-5/8 6-1/8 4 5-1/2 7 5-1/2 7 10 ° depth (mm) (86) (117) (156) (102) (140) (178) (140) (178) (254) db fixture hole In. 11/16 13/16 1-1/8 (mm) (17) (21) (29) Normal Carbon Steel ft -Ib 60 110 150 weight& HDG (Nm) (81) (149) (203) Installation Light weight Stainless Steel ft -Ib 60 110 150 Torque Concrete (Nm) (81) (149) (203) Grout Filled Carbon Steel ft -Ib 65 120 -T Block (Nm) (88) (i 63) h min. base material thickness in. 3 inch (76 mm) or 1.3 times embedment, whichever number is greater Bolt Fracture Carbon Steel 19600 Ib° 28700 Ib4.6 f� 2:88 ksi, f 2:75 ksi5 Load HDG 19600 Ib4 28700 lb ° no offering Stainless Steel 21900 Ib4 f, 2:76 ksi, fy a 64 ksi5 fn >_ 76 ksi, fY z 64 ksi5 — —a oun o rrouucr une 1 aDie In Section 3.3.6.6 for a full list and anchor length and thread length configurations. 2 Loads for KWIK Bolt 3 are applicable for both carbide drill bits and matched tolerance HIM DD -B or DD -C diamond core bits in sizes ranging from 112 inch to 1 inch. 3 The deep embedment depth for stainless steel KWIK Bolt 3 anchors is 8 inch (203 mm). 4 Bolt fracture loads are determined by testing in a jig as part of product quality control. These values are not intended for design purposes. 5 Bolt strength specified by minimum tensile and yield strength. Bolt fracture load not applicable. 6 Bolt fracture load not applicable to carbon steel Countersunk KWIK Bolt 3. The tensile and yield strengths are f., a 105 ksi and f, a 90 ksi. 7 Bolt fracture load not applicable to stainless steel Countersunk KWIK Soft 3. The tensile and yield strengths are fW a 90 ksi and fy a 76 ksi. 8 For 3/4 x 12, f°t k 88 ksi and fy a 75 ksi. Bolt fracture load not applicable. T 298 Hilti, Inc. (US)1-800-879-8000 1 www.us.hilti.com I an espanol 1-800-879-5000 1 Hilt! (Canada) Corp. 1-800-363-4458 1 www.hiftl.ca I APPEND IX C A up KWIK Bolt 3 Expansion Anchor 3.3.6 Table 10 - Hot -Dip Galvanized KWIK Bolt 3 Allowable Loads in Normal -Weight Concrete' Anchor Embedment f c = 2000 psi (13.8 MPa) f'� = 3000 psi (20.7 MPa) f'� = 4000 psi (27.6 MPa) f'� = 6000 psi (41-4 MPa) Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear in. (mm) in- (mm) Ib (M) Ib (M) Ib (M) Ib (kN) Ib (M) Ib (kN) Ib (M) Ib (M) Ib (M) 2-1/4 (57) 1125 1785 1265 1785 1400 1655 4220 6695 4740 (5.0) (7.9) (5.6) (7.9) (6.2) (29.8) (7.4) (29.8) 1/2 (12.7) 2190 2190 3-1/2 (89) 1895 8210 2115 3-1/2 (89) 2335 3105 7935 (8.4) 2190 (9.4) 2190 (10.4) (9.7) (13.8) (9.7) 4-3/4 (121) 2215 2530 2845 3740 8310 (9.7) (9.7) 14030 (36.5) (36.5) (9-9) (11-3) (12-7) (16.6 2745 • • (47.5) 2-3/4 (70) 1785 1965 2-3/4 (70) 2140 7360 (7-9) 8030 (8.7) (9.5) • •(12.2) • • . • • • 4 (102) 2545 3155 3765 5/8 3780 3780 3780 • • 0 5280, 0 ` • . 3790 14170 14170 (11.3) (16.8 (14.0) (16.8) (16.7) (16.11)• • * 0(16.8) 5-1/2 (140) 3375 4030 4030 5-1/2 (140) 12650 15115 17575 � • •� • • • (15.0) (17.9) (17.9) • • • ,••••3-1/4 9,99* (78.2) 10260 (83) 2355 4240 2545 4240 2735 9545 • . 10600 (10.5) (18.9) (11.3) (18.9) (122) , • • * (12.6) • s • • • 3/4 (19.1) 5340 •• ' 5340 4-3/4 (121) 3730 20030 4350 13995 4970 •� 5805 18635 (16.6) 5340 (19.3) 5340 (22.1) (23.8j ' (25.8) :. .: 123.8) 8 203 ( ) 5115 5805 6495 • 7520 21770 (23.8) (23.8) : • (89.1) (22.8) (25.8) (85.3) (28.9) • • • (33.5) ' • ' • • • (125.5) -• � 1- uiner concrete strengths and embedments can be calculated by linear interpolation. Table 11 - Hot -Dip Galvanized KWIK Bolt 3 Ultimate Loads in Normal-Weiaht Cnrtcratpt Anchor Embedment f _ = 2000 psi (13.8 MPa) f'� = 3000 psi (20.7 MPa) f'� = 4000 psi (27.6 MPa) f'� = 6000 psi (41.4 MPa) Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear in. (mm) in. (mm) Ib (M) Ib (M) Ib (M) Ib (M) Ib (kN) Ib (M) Ib (M) 6210 Ib (M) 2-1/4 (57) 4220 6695 4740 6695 5255 (18.8) (29.8) (21.1) (29.8) (23.4) (27.6) (112 8210 8210 3-1/2 (89) 7100 7935 8765 11645 (31.6) 8210 (35.3) 8210 (39.0) (36.5) (51.8) (36.5) 4-3/4 (121) 8310 9495 10675 14030 (36.5) (36.5) (37.0) (42.2) (47.5) (62.4) 10295 2-3/4 (70) 6690 7360 8030 (29-8) (32.7) (35.7) (45.8) 4 (102) 9550 11835 14120 19800 5/8 (15.9) 14170 14170 14170 14170 (42.5j (63.0) (52.6) (63.0 (62.8) (63.0) (88.1) (63.0) 5-1/2 (140) 12650 15115 17575 22705 (56.3) (672) (78.2) 10260 (101.0) 3-1/4 (83) 8825 15900 9545 15900 10600 (39.3) (70.7) (42.5) (70.7) (45.6) (47.2) 3/4 (19.1) 20030 20030 4-3/4 (121) 13995 16315 18635 21765 (62.3) 20030 p2.6) 20030 (82.9) (89.1) (96.8) (89.1) 6-1/2 (165) 19180 21770 24355 28210 (89.1) (89.1) (85.3) (96.8) (108.3) (125.5) --- - - ^ •�• �•••� ��« auenyuIs ano emoeaments can be calculated by linear interpolation. Hilti, Inc. (US)1-800-879-8000 1 www.us.hilti.com I an espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.htttt.ca I Anchor Fastening Technical Guide 2011 303 W 3.3.6 KWIK Bolt 3 Expansion Anchor Influence of Edge Distance and Anchor Spacing on Anchor Performance - Load Adjustment Factors for 1 " Diameter Anchors Load Adjustment Factors for 5/8" Diameter Anchors hnom 4 hdcep 5-1/2 3/4 hn,,n 3-1/4 hnan 4-3/4 Edge Distance Shear Edge Distance Shear 1 y Adjustment I Spacing Edge Distance Spacing 1 II Toward Toward 1 Away from Factor 1 i 1 Edge Edge Edge 1 II Away Adjustment i Spacing Distance Spacing Toward Toward from Factor Tension/Shear Tension Shear Edge Edge Edge 5/8 in. Factor fAN f RN fAV l M1 fRV1 • {RV3 Embedment 3-1/4 � 4-3/4 +2-3/4� _f RV1 f RVI Embedment 3-1/4 a 4-3/4 _ Depth, in. 2-3/4 z 4 2-3/4 4 _> 4 2 2-3/4 ' 2-3/4 a 2-3/4 0.67 2-3/4 1 0.60 1 0.80 0.90 0.98 0.94 0.67 0.73 0.89 3-1/2 1 0.69 0.97 0.80 0.871 0.92 0.72 0.78 0.91 4 1 0.75 0.60 0.92 0.80 0.94 0.90 0.51 0.61 0.83 11-1/4 1 4-1/4 1 0.77 0.62 0.95 0.82 0.94 0.91 0.52 0.61 0.84 0.900.98 4-3/4 1 0.83 0.66 1.00 0.85 0-96 0.92 0.58 0-66 0.86 5-1/2 i 0.92 0.72 0.90 0.98 0.93 0.67 0.73 0.89 = 6 1 0.98 0.76 0.93 0.99 0.94 0.73 0.78 0.91 0 6-1/4 1 1.00 0.78 0.95 1.00 0.95 0.76 0.81 0.92 U) 7 i j 0.84 1.00 0.96 0-85 0.88 0.95 7-1/2 f i 0.88 0.97 0.91 0.93 0.97 7 3/4 1 I 0.90 0.98 0.94 0.95 0.98 8 1/2 1 0.96 0.99 1.00 1.00 1.00 9 j 1 1 1.00 1.00 Standard Anchor Embedments (in.) Load Adjustment Factors for 1 " Diameter Anchors Load Adjustment Factors for 3/4" Diameter Anchors hnom 4 hdcep 5-1/2 3/4 hn,,n 3-1/4 hnan 4-3/4 Edge Distance Shear hmm 4-1/2 1 y Adjustment I Spacing Edge Distance Spacing 1 II Toward Toward 1 Away from Factor Edge Distance Shear Tension 1 Edge Edge Edge 1 in. ? f� _ 1 fAV f RVQ- f RVt Edge Embedment ' Depth, in. 1 II Away Adjustment i Spacing Distance Spacing Toward Toward from Factor Tension/Shear Tension Shear Edge Edge Edge 3/4 in.fAV 3-1/4 � 4-3/4 f RV1 _f RV1 f RVI Embedment 3-1/4 a 4-3/4 Depth, in. 0.84 8 1 3-1/4 Z 4-3/4 ��I- 2:3-1/4 > 3-1/4 a 3-1/4 0.67 3i 0.61 9 ; 081 0.9041 0.98 0.94 0.67 0.73 0.89 �38 0.67.86 0.97 0.80 0.97 0.92 0.72 0.78 0.91 51 0.77 0.62 0.94 0.81 0.94 0.90 0.51 0.61 0.83 11-1/4 1 5-3/4 1 0.85 0.67 1.00 0.86 0.96 0.92 0.59 0.67 0.86 0.900.98 6-1/4 1 0.90 0.70 0.88 0.97 0.93 0.64 0.71 0.88 6-1/2 1 0.92 0.72 0.90 1 0.98 0.93 0.67 0.73 0.89 7 7 1 0.97 0.75 0.93 0.99 0.94 0.72 0.77 0.90 a 7-1/2 ! 1.00 0.79 0.95 1.00 0.95 0.77 0.82 0.92 8-1/4 j 0.84 1.00 0.96 0.85 0.88 9 i 0.89 0.97 0.92 0.94 9-3/4 I 0.94 098 1.00 1.00 MO.97 10-1/4 0.97 0.99 10-3/4 1 1.00 1.00 Standard Anchor Embedments (in.) Load Adjustment Factors for 1 " Diameter Anchors hmn 2-3/4 hnom 4 hdcep 5-1/2 3/4 hn,,n 3-1/4 hnan 4-3/4 Edge Distance Shear hmm 4-1/2 1 y Adjustment I Spacing Edge Distance Spacing 1 II Toward Toward 1 Away from Factor Tension/Shear Tension Shear Edge Edge Edge 1 in. ? f� _ fav fAV f RVQ- f RVt f �'3 Embedment ' Depth, in. 4-1/2 II Z 6 f 4-1/2 2:6 14-1/2 _ 2:6 .. a 4-1/2 a 4-1/2 2:4-1/2 � 4 1/2 j 0.60 _��-a`.. 0.80 0.90 - 6 i 0.71 0.60 0.89 0.80 0.93 0.90 7 0.78 0.65 0.95 0.84 0.94 0.91 0.52 0.61 0.84 8 1 0.85 0.71 1.00 0.89 0.96 0.93 0.59 0.67 0.86 9 ; 0.92 0.76 0.93 0.98 0.94 0.67 0.73 0.89 c, 9-3/4 ! 0.97 0.80 0.97 0.99 0.95 0.72 0.78 0.91 10-1/4 i 1.00 0.83 0.99 1.00 0.96 0.76 0.81 0.92 a 11-1/4 1 0.88 1.00 0.97 0.83 0.87 0.94 11-5/8 1 0.900.98 0.86 0.89 0.95 12-1/2 1 0.95 0.99 0.93 0.94 1 0.97 0.99 0.96 0.97 0.99 L13 13-1/2 1 1.00 1-00 1.00 1.00 1.00 14-3/4 Standard Anchor Embedments (in.) 5/8 hmn 2-3/4 hnom 4 hdcep 5-1/2 3/4 hn,,n 3-1/4 hnan 4-3/4 hdcep 6-1/21 1 hmm 4-1/2 h_. • • •6• J • hd&P • • fd• -••- � 0000 •• •Y• •• • 1. Embedment deptNishown reflects embedment f&t'AI'o8M steel anchor, deep embedmepibdeplh for stiIT112S9 , steel anchor js!wv" 0.00 000000 0000 Note: Tables apply for listed emblTint depths. Reftddh factors for other embQiii1re" Depths must be calculated* sing eQuationspelow. •••••• • • • Spacin6 •- T&sion • • • • • • < < min heti hnom batt Z hnom f = s/han + 0.88 f = s/hnom + 0.88 A" 3.13 "" 3.13 Edge Distance - Tension < < min aryc,[ nom bact -/�.�hnom f= c/"aa + 2 f = C/' nom + 2 RN 3.75 R" 3.75 Spacing - Shear hmins hactshnom hact 2 hnom fAv = s/hac, + 10.25 fAv = s/hnom + 10.25 12.5 12.5 Edge Distance - Shear h. a h nan perpendicular toward edge fRv1 -C . mm parallel to edge f= c/hn1,n + 0.75 Rvz 3.75 perpendicular away from edge f RV3 c/hm, + 5.82 8.82 Note: Edge distance and anchor spacing for all lightweight and sand -lightweight concrete are obtained by dividing the normal -weight dimensions by 0.75 and 0.85, respectively. 310 Hilti, Inc. (US) 1-800-879-8000 1 www.u•.hIM.com 1 en espanol 1-800-879-5000 1 HIM (Canada) Corp. 1-800-363-4458 1 www.hitti.ca I Anchor Fastening Technical Guide 2011 0000•• • • • 0000•• •••••• • • ••••• 0000• 0.00.0 • • • 0000•• 0000•• FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? - 6. Conditioned floor area (ft2) 7. Windows— Description • • a. U -Factor: Sgl, U=1.02 0000 R= 0000 ft2 SHGC: SHGC=0.40 10. Ceiling Types b. U -Factor: N/A 0 0: • 0 • SHGC: • • • • R=30.0• •:J35.00 ft2 c. U -Factor: N/A b. N/A SHGC: •• d. U -Factor: N/A ; • ;R= ft2 SHGC: 11. Ducts Area Weighted Average Overhang Depth Area Weighted Average SHGC: 9632 NE 5TH AVE, MIAMI SHORES, FL, Existing (Projecte Single-family 1 5 No 4190 Area 585.00 ft2 ft2 ft2 ft2 1.500 ft. 0.400 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 3135.00 ft2 b. N/A R= ft2 c. N/A R= ft2 0000 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 68.0 COP:1.00 14. Hot water systems Cap: 1 gallons a. Electric EF: 0.96 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: THE STqj y XX01) _�V *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/11/2018 12:31 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 . . 0 0 0 0 0 0 0 0 0 0 9. Wall Types • • Insulatior •: *Area •. a. Concrete Block - Int Insul, Exterior : • R=4.1 •1940!00 ft2 • • • • • • b. Concrete Block - Int Insul, Adjacent• • IR=4.1 240.00 ft2 • • c. N/A 0 000• 0000ft2 • • d. N/A 0000 R= 0000 ft2 ••••• 10. Ceiling Types • •: • • insulation • • •Area 0 0: • 0 • a. Under Attic (Vented) • • • • R=30.0• •:J35.00 ft2 000000 b. N/A ••••••R= • ft2 •• c. N/A ; • ;R= ft2 • 11. Ducts • • • • • opt ft2 • a. Sup: Attic, Ret: Main, AH: • Main • • 6 450:0 0 0 0; 00 0 00 0 • • • 0 0 12. Cooling systems 00 0 kBtu/hr Efficiency a. Central Unit 104.0 SEER:16.00 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 68.0 COP:1.00 14. Hot water systems Cap: 1 gallons a. Electric EF: 0.96 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: THE STqj y XX01) _�V *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/11/2018 12:31 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: HALABU Builder Name: Street: 9632 NE 5TH AVE Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, Permit Number: Owner: HALABU Jurisdiction: Design Location: FL, Miami COMPONENT AIR BARRIER CRITERIA INSULATION LNST6LLATI09 CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insul8tlbn ;all ease The exterior thermal envelope contains a continuous air barrier. not be used as a seektg.rvaterial.` • • • : •. • requirements Breaks or joints in the air barrier shall be sealed. ' The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in vp ldlfted ceiiyptrsbf i • � • L Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. shall be aligned with titl lair barrier.* • • • • • • Access openings, drop down stairs or knee wall doors to wastes e••• • 0 unconditioned attic spaces shall be sealed. • • • Walls The junction of the foundation and sill plate shall be sealed. Cavities within cop{e"W headers of•frame walls The junction of the top plate and the top of exterior walls shall be shall be insulatedby carngletely filing the cavity with sealed. a material having a thermal resistaRQPJ&R-3 perlrfcA Knee walls shall be sealed. minimum. ; .'. • • Exterior thermal ent@lop2insulati m forfra med walls shall be installed in substantial coniaciand continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ce*l*nos. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400. 4/11/2018 12:32 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: HALABU Builder Name: Street: 9632 NE 5TH AVE Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL , Permit Number: Design Location: FL, Miami Jurisdiction: 90.000 Cond. Floor Area:: 4190 sq.ft. Cond. Volume: 41900 cu ft. • • • • • • • • • • Envelope Leakage Test Results Regression Data: C n: Sinale or Multi Point Test Data R: 00.0.0 00 • HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm 00.0.0 00 • 0000•• Leakage Chafe;bteristics• 0000 0000 00.0•• • 0 • • • 0006 0000 0.000 0000•. 0000 0000• 00 •• 000• 0000•0 Required ACH(50)�I't1 C •� FORM R405-2017? :...: • see—: 6 0000•. so •• . Tested ACH(50) ` : "Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O4T14E sTgrF r k�02OD WE 4/11/2018 12:32 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: HALABU Builder Name: Street: 9632 NE 5TH AVE Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, Permit Number: Owner: HALABU Jurisdiction: Design Location: FL, Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Existing (Projecte 9. Wall Types (4180.0 sqft.)sulatio Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 3940.00 ft' b. Concrete Block - Int Insul, Adjacent R=4.1 240.00 ft' 3. Number of units, if multiple family 1 c. N/A = ft' 4. Number of Bedrooms 5 d. N/A R= ftZ 10. Ceiling Types (3135.0 sqft-) I IatiQrf • • •irea 5. Is this a worst case? No a. Under Attic (Vented) • • •.. -30.0 84W.00 ft' •. • • • 6. Conditioned floor area above grade (ft') 4190 b. N/A _ .. •. ftZ .' Conditioned floor area below grade (ft') 0 . c _. • • ft2 • ,R •• Ducts 11 .....• • R ft'��• 7. Windows(585.0 sqft.) Descriptio Area a. Sup: Attic, Ret: Main, AH: Main 6 450 . • .. a. U -Factor: Sgl, 1.02 585.00 ftZ • • • 00 • • • • SHGC: SHG =0.40 12. Cooling • • • • • • kBtu/hr • sOE04kiency • • 9.. • b. U -Factor: N/A -- ftZ systems SHGC: a. Central Unit • •• . • 104.0 +.;i6ER:16.00 ...... • c. U -Factor: N/A ftZ :"j'; ' '• SHGC: 13. Heating systems 0 kBtu/4.9 oMciency""" d. U -Factor: N/A ftZ a. Electric Strip Heat ; .' . 68.0 COP:1.00 ; • • • . : SHGC: .. • .. . . . Area Weighted Average Overhang Depth: 1.500 ft. • • • Area Weighted Average SHGC: 0.400 14. Hot water systems a. Electric Tankless Cap: 1 gallons 8. Floor Types (3135.0 sqft.) Insulation Area EF: 0.960 a. Slab -On -Grade Edge Insulation R=0.0 3135.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.140 Total Proposed Modified Loads: 145.72 PASS Total Baseline Loads: 170.93 1 hereby certify that the plans and specifications covered by Review of the plans and _ZIIE STAT this calculation are in compliance with the Florida Energy specifications covered by this �O� = Code. calculation indicates compliance s�O.t+ �,. with the Florida Energy Code. ', • �;,, ��„ 16. 'fill, ,� O PREPARED BY: �Q ` Before construction is completed t , DATE: ) 6 pl-( I/ -20l. k_7 this building will be inspected for O compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. ✓,� with the Florida Energy Code. COD WF OWNER/AGENT: �� iP2CWS& BUILDING OFFICIAL: DATE: 06 y7 Q( I, ';e ?_Q'1k--- DATE: - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 5.00 ACH50 (R402.4.1.2). 4/11/2018 12:31 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R4(l5-?017 4/11/2018 12:31 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: HALABU Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 4190 Lot # Owner Name: HALABU Total Stories: 2 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 9632 NE 5TH AVE Permit Office: MIAMI SHORES Cross Ventilation: County: Miami -Dade Jurisdiction: Whole House Fan: City, State, Zip: MIAMI SHORES, Family Type: Single-family FL , New/Existing: Existing (Projected) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days W"ure Range FL, Miami FL_MIAMI_INTL_AP 51 90 70 75 : •i49.5 "eg 1-m- ' 0• • 0000 • BLOCKS 000.0000 0 0000•6 0000.0 • • • Number Name Area Volume • 0 • • 0000 • • 0000 0000 00.00 1 Blockl 4190 41900 • • 0000•• 0000 00000 SPACES 00 00000 0000•• 0000.. • Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Anished: • • doled 0 Yleatea 1 Main 4190 41900 Yes 1 5 • 0"0 1 • • lkes • • lies : Yes 0 • • • .FLOORS # Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 258 ft 0 3135 ftz ---- 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 3396 ft' 652 ft' Medium 0.96 No 0.9 No 0 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 3135 ft' N N CEILING # Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 3135 ft2 0.11 Wood 4/11/2018 12:31 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt 10 WMI JVPARA/aIlle Space Ft In Ft In Area RA/allie Fraction Ahqnr Gr;;rJe% 1 NE Exterior Concrete Block - Int Insul Main 4.0999 98 6 10 985.0 ft2 0 0.150000 0 2 NW Exterior Concrete Block - Int Insul Main 4.0999 98 6 10 985.0 ft2 0 0.150000 0 3 SE Exterior Concrete Block - Int Insul Main 4.0999 98 6 10 985.0 ft2 0 0.150000 0 4 SW Exterior Concrete Block - Int Insul Main 4.0999 98 6 10 985.0 ft2 0 0.150000 0 5 N Garage Concrete Block - Int Insul Main 4.0999 24 10 240.0 ft2 0 0.150000 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NE Insulated Main None .46 3 8 24 ft2 2 SE Insulated Main None .46 3 8 •0 0 0 24 ft2 3 N Wood Main None .46 3 ••• 8 00000• 24•W•9e• WINDOWS ...... .. ...... Orientation shown is the entered, Proposed orientation. • • • : • • • • Wall OverhdO(l00• •0000• • • Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Sepclr'a4on Int SRS S Ing 1 NE 1 Metal Single (Tinted) Yes 1.02 0.4 N 16.0 ft2 1 ft 6 in 1 NVin : Drapesiblinds gone • 2 NE 1 Metal Single (Tinted) Yes 1.02 0.4 N 15.0 ft2 1 ft 6 in •• •• i �t.ip 0 0000 Drapes/t inds 0000•• Noner • 3 NE 1 Metal Single (Tinted) Yes 1.02 0.4 N 12.0 ft2 1 ft 6 in 4 ft 6 in Drapes/blinds 140" • 4 NE 1 Metal Single (Tinted) Yes 1.02 0.4 N 24.0 ft2 1 ft 6 in Z ft 60iA 0 DraNs/blinds Me. 0; 5 NE 1 Metal Single (Tinted) Yes 1.02 0.4 N 12.0 ft2 1 ft 6 in 1 ft 6 in • DrapN a/Wil ds None • 6 NE 1 Metal Single (Tinted) Yes 1.02 0.4 N 16.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 7 NE 1 Metal Single (Tinted) Yes 1.02 0.4 N 12.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 8 NE 1 Metal Single (Tinted) Yes 1.02 0.4 N 8.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 9 NW 2 Metal Single (Tinted) Yes 1.02 0.4 N 12.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 10 NW 2 Metal Single (Tinted) Yes 1.02 0.4 N 12.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 11 NW 2 Metal Single (Tinted) Yes 1.02 0.4 N 117.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 12 NW 2 Metal Single (Tinted) Yes 1.02 0.4 N 16.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 13 NW 2 Metal Single (Tinted) Yes 1.02 0.4 N 12.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 14 NW 2 Metal Single (Tinted) Yes 1.02 0.4 N 12.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 15 NW 2 Metal Single (Tinted) Yes 1.02 0.4 N 8.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 16 SE 3 Metal Single (Tinted) Yes 1.02 0.4 N 9.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 17 SE 3 Metal Single (Tinted) Yes 1.02 0.4 N 12.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 18 SE 3 Metal Single (Tinted) Yes 1.02 0.4 N 20.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 19 SE 3 Metal Single (Tinted) Yes 1.02 0.4 N 24.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 20 SE 3 Metal Single (Tinted) Yes 1.02 0.4 N 8.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 21 SE 3 Metal Single (Tinted) Yes 1.02 0.4 N 12.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 22 SE 3 Metal Single (Tinted) Yes 1.02 0.4 N 12.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 23 SW 4 Metal Single (Tinted) Yes 1.02 0.4 N 8.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 24 SW 4 Metal Single (Tinted) Yes 1.02 0.4 N 95.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 25 SW 4 Metal Single (Tinted) Yes 1.02 0.4 N 12.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 26 SW 4 Metal Single (Tinted) Yes 1.02 0.4 N 21.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 27 SW 4 Metal Single (Tinted) Yes 1.02 0.4 N 16.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 4/11/2018 12:31 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 4/11/2018 12:31 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 28 SW 4 Metal Single (Tinted) Yes 1.02 0.4 N 16.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None 29 SW 4 Metal Single (Tinted) Yes 1.02 0.4 N 16.0 ft2 1 ft 6 in 1 ft 6 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000318 3491.7 191.69 360.5 .2699 • • J • 5 • • • • • • • • • • HEATING SYSTEM 0.00•• •+ ...... # System Type Subtype Efficiency Capacity 0 0 0 0 Qlgck VC14, ; 1 A Electric Strip Heat/ None COPA 34 kBtu/hr • • • • • • 016 "!" • 1 B Electric Strip Heat/ None COPA 17 kBtu/hr �; • �; ;'10' sy of 0 • 1 C Electric Strip Heat/ None •• •• COPA 17 kBtu/hr • 0000 ••0.0• sys#: • COOLING SYSTEM ' • • • • •0000• 0 0 # System Type Subtype Efficiency Capacity Air Flow SHR •' * Brook ducts 1 A Central Unit/ None SEER: 16 57 kBtu/hr 1710 cfm 0.7 1 sys#1 1 B Central Unit/ None SEER: 16 18 kBtu/hr 540 cfm 0.7 1 sys#1 1 C Central Unit/ None SEER: 16 29 kBtu/hr 870 cfm 0.7 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Garage 0.96 1 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / ---- Supply ---- ---- Return ---- Air CFM 25 CFM25 HVAC # �/ # Location R -Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 450 ft2 Main 30 ft2 Default Leakage Main (Default) (Default) 1 1 4/11/2018 12:31 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 4/11/2018 12:31 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software 0909•••• 0909 • 0909•••• f • 0909•••• 0909••• 0909••• 0909•••• • • • 0909•••• Page 5 of 5 • •• • • TEMPERATURES 0909 • 0909•• • • • 0••••Y 0909 • Programable Thermostat: Y 00.00• Ceiling Fans: •0•••••• • • • 0909•• 0000 •••0906• •600 Conlin an Heating Jan Feb Feb Mar Mar A r f APr 0909•••• Ma I May X Jun f l Jun f X Jul Jul Au rj Au �Xj Se SeP Oct Oct Nov f X� Nov Dec f X� Dec Ventin Jan Feb X Mar [X] A r [ Ma [ Jun [ Jul Aug Se [X] Oct [X Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/11/2018 12:31 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software 0909•••• 0909 • 0909•••• f • 0909•••• 0909••• 0909••• 0909•••• • • • 0909•••• Page 5 of 5 • •• • • 0909•• 0909 • 0909•• • • • 0••••Y 0909 • • 00.00• • •0•••••• • • • 0909•• 0000 •••0906• •600 0909 0909 •00• 0909•••• • • • • •• • •• • 0• • 4/11/2018 12:31 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software 0909•••• 0909 • 0909•••• f • 0909•••• 0909••• 0909••• 0909•••• • • • 0909•••• Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 9632 NE 5TH AVE Permit Number: MIAMI SHORES, FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card ca%be fond in Appen'di V. .. . .•.. • R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in%Eeorelance witft #W'FeVirements of • Sections R402.4.1 through R402.4.5. • • • : •. 0 :*0**: Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shallbegpe.r,itted to. ""• • • • % comply with Section C402.5. **00 *0000 :000.•.••• • • •• •• •1•• 000*00 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 T8 f.4@1.4.1.2. The Sealing � • methods between dissimilar materials shall allow for differential expansion and contraction. • • • • • • . . • . • R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be Mallet in accoKlenoe ;"' • • with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. WherasegjAed by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 4/11/2018 12:31 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R -value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. . •"'. • R403.1 Controls. SECTION R403 SYSTEMS "';' • • • • ... � � • •••••• R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each sepa to heating and cooling system. • •••• • R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance 6FA shall If ve controls • that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet VWjVPtjng load. 0000 0 0: •.•• 00000• R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the prima" ir•oontainmeo6i4sageway � • for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealer "accordance with•Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria b:low.' ; • • • • •.•••• Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individualsas defired in S8ction 553.993(5) or • (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, 18' be '%ubstar4iAI9y I@ ak free" accordance with Section R403.3.3. • • • R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below WF (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically tum off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/11/2018 12:31 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equAw t installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated reqwireme{its for the appropriate water-heatingcategory. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. • • • • • • • • • • • • 9 rY� • R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production an! FA4tf l!y the arnmuaisoiar enerpg • • • factor of the system. The solar energy factor of a system shall be determined from the Florida So" I<Aergy Center Dig;ctory of • • Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Teel Methods for �ql jr Collectoas• • •. • and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol. CoilerstprpIn installed sola+ • • water-heatingsystems should meet the following criteria: • • " • 00000 Y 9 •.•••• •••• 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and • • • • ..; 2. Be installed at an orientation within 45 degrees of true south. • • • • • • • R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the • Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approvgd me4ns of veotiiati • including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic oryravity damper% Lhat close when the ventilation system is not operating. • • • R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM EFFICACY a (CFM/WATT) AIRFLOW RATE MAXIMUIV (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 4/11/2018 12:31 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. •.. • 2. • • • • When signed and sealed by a Florida -registered engineer, in attached single- and multiple-fami4y units,ihe capadlty" •. • • • • equipment may be sized in accordance with good design practice. 0 • •+• *06 00:' • • 00•• R403.7.1.2 Heating equipment capacity. • • 0 • � • • • • • • 0000•• R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculitgl according to Section ' • R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling lgdb*ERrbn if 0 6 0 0000 the design heating load is 1.15 times greater than the design cooling load. 00•• so*** 0000•• • ••• • • • • 0000• � •. •• •00• 0000•• R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the;dH6ign • •' requirements calculated according to the procedure selected in Section R403.7.1. • • „ • • 00 • •• • R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmosph2jij %mers 0000•0 shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 4/11/2018 12:31 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryke energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. • • • • • • • • 0000 000000 •• • 0000 • • 0000•• •••000 • •000• 0000 0000• 0000 0000 0000• 0000•• 0000 • • •• •• 0000 0000•• • • 0000•• •00.0• s• • •• • 0000•• 4/11/2018 12:31 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 I Load Short Form Job: HALABU2 wrightSoft• Date: 4/12/18 Entire House By: MIKEL ABBOTT ENERGY CALCS 4920 N DIXIE HWY, FT LAUDERDALE, FL 33334 Phone: 954-778-2003 License: ENERGY RATER # 37 For: HALABU (AC#2) 9632 NE 5TH AVE, MIAMI SPRINGS, FL Trade Model RH1T2417STAN AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 1 AFUE 13.0 EER, 16 SEER 5.0 kW 17000 Btuh 26 °F Htg Clg 0.073 Infiltration • • • • • • cfm Air flow factor 0.049 cfm/Btuh Static pressure � � Outside db (°F) Outside 52 91 Method • • 0:0 0 Simpfified • • • • • Inside db (°F) 70 75 Construction quality • • • • • • Average • Design TD (°F) 18 16 Fireplaces 0.00 0.00 :••0••: Daily range - L I nn An •••• 0900 .•••. Inside humidity (%) 30 50 ..•... .... ..... Moisture difference (gr/Ib) -13 5800 .. .... ...... ...... . . . . HEATING EQUIPMENT COOLING EQUIPMENT• ;�•••; Make RHEEM OR EQUAL Make RHEEM OR EQUAL• . 0 Trade Model RH1T2417STAN AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 1 AFUE 13.0 EER, 16 SEER 5.0 kW 17000 Btuh 26 °F 600 cfm 0.073 cfm/Btuh 0 in H2O Trade Cond RA1618AJ1 Coil AHRI ref Efficiency 13.0 EER, 16 SEER Htg load Sensible cooling 12600 Btuh Latent cooling 5400 Btuh Total cooling 18000 Btuh Actual air flow 600 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.72 600 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftp (Btuh) (Btuh) (cfm) (cfm) AC # 2 738 8249 12265 600 600 Entire House d 738 8249 12265 600 600 Other equip loads 0 0 Equip. @ 1.00 RSM 12265 Latent cooling 4710 TllTA1 C I �7� I nn An I Ai+n�r I nnn I nnn Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �� wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU18185 C:\Users\Owner\Desktop\Heat Loads\HALABU2NEW.rup Calc = MJ8 Front Door faces: N 2018 -Apr -11 12:18:22 Page 1 -- wrightsoftBuilding Analysis Entire House MIKEL ABBOTT ENERGY CALCS 4920 N DIXIE HWY, FT LAUDERDALE, FL 33334 Phone: 954-776-2003 License: ENERGY RATER # 37 For: Location: Miami, FL, US Elevation: 30 ft Latitude: 26 °N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) HALABU (AC#2) 9632 NE 5TH AVE, MIAMI SPRINGS, FL Job: HALABIJ2 Date: 4/12/18 By: Heating Component Btuh/ft2 Indoor: Heating % of load Indoor temperature (°F) . 70 2037 Design TD (°F)•••• •18 23.0 Relative humidity (%) '30 Heating Cooling Moisture difference(gr/Ib) 8••;•-13.2 52 91) Infiltration: •0• •p - 12 (i Method Wm lifted - 78 Construction quality .Aarsrage 15.0 7.5 Fireplaces •,Q • • • Heating Component Btuh/ft2 Cooling —Component Btuh/ft2 Btuh % of load Walls 2.6 2037 24.7 Glazing 23.0 1678 20.3 Doors 0 0 0 Ceilings 0.6 129 1.6 Floors 2.1 1539 18.7 Infiltration 2.1 1790 21.7 Ducts 1076 13.0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 8249 1 100.0 Cooling —Component Btuh/ft2 Btuh % of load Walls 2.9 2262 18.4 Glazing 70.1 5118 41.7 Doors 0 0 0 Ceilings 2.4 531 4.3 Floors 0 0 0 Infiltration 1.6 1389 11.3 Ducts 2044 16.7 Ventilation 0 0 Internal gains 920 7.5 Blower 0 0 Adjustments 0 Total 12265 100.0 Latent Cooling Load = 4710 Btuh Overall U -value = 0.163 Btuh/ft2- °F Data entries checked. Wall Ducts Infiltration Glazing Other Floors Wall Intemal Gains Ducts Infiltration Glazing Ceilings ...Cooling *00000 75 090000 16 0 .0%6. 50 0 .. . 57.6.00000 . . . 2018 -Apr -1112:18:22 ak. teWfl htsOi' Right -Suite® Universal 201717.0.23 RSU18185 Page 1Z6K C:\Users\Ovmer\)esktop\Heat Loads\HALABU2NEW.rup Calc = MJ8 Front Door faces: N U `Project Summary - wrightsoft4 Entire House MIKEL ABBOTT ENERGY CALCS 4920 N DIXIE HWY, FT LAUDERDALE, FL 33334 Phone: 954-776-2003 License: ENERGY RATER # 37 Job: HALABIJ2 Date: 4/12/18 By: For: HALABUAC#2) 9632 NE �TH AVE, MIAMI SPRINGS, FL Notes: AC # 2 FIRST FLOOR MASTER SUITE Design ' • Weather: Miami, FL, US • • • • • • • • 0000 0000 0000.. . . Winter Design Conditions Summer DesighC Aditiohs..' 00000 ' Outside db o 52 F .44..• Outside db 91 . .°�. 00.04 Inside db 70 °F Inside db • • • • 74& •'f • • • • • • Design TD 18 °F Design TD 0000** 16 °F .' Dail e Y range • Relative humidity 51()•gr/lb Moisture difference ' .,.�.. Heating Summary Sensible Cooling Equipment Load izing Structure 7173 Btuh Structure 10221 Btuh Ducts 1076 Btuh Ducts 2044 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 8249 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 12265 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3927 Btuh Ducts 783 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ftp 738 738 Equipment latent load 4710 Btuh Volume (ft') 7380 7380 Air changes/hour 0.73 0.65 Equipment Total Load (Sen+Lat) 16975 Btuh Equiv. AVF (cfm) 90 80 Req. total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make RHEEM OR EQUAL Make RHEEM OR EQUAL Trade Trade Model RH1T2417STAN Cond RA1618AJ1 AHRI ref Coil AHRI ref Efficiency 1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 5.0 kW Sensible cooling 12600 Btuh Heating output 17000 Btuh Latent cooling 5400 Btuh Temperature rise 26 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.073 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.72 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 2018-Apr-1112:18:22Wri htsOf' Right -Suite® Lhiversal 2017 17.0.23 RSU18185 Page 1 C:\Users\Owner\Desktop\Heat Loads\HALABU2NEW.rup Calc = MJ8 Front Door faces: N F wrightsoft Right -JO Worksheet Entire House MIKEL ABBOTT ENERGY CALCS 4920 N DIXIE HWY, FT LAUDERDALE, FL 33334 Phone: 954-776-2003 License: ENERGY RATER # 37 Job: HALABIJ2 Date: 4/12118 By: 1 Room name Entire House AC # 2 2 Exposed wall 86.0 ft 86.0 ft 3 Room height 10.0 ft d 10.0 ft heat/cool 4 Room dimensions 738.0 x 1.0 ft 5 Room area 738.0 ft' 738.0 ft' Ty Construction U -value Or HTM Area (ft') Load I Area (ft') I Load number (Bt uh4?-°F) (Btuh ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 ne 0.00 0.00 0 0 0 0 0 0 0 0 1A-h1om 1.270 ne 0.00 0.00 0 0 0 0 0 0 � 0 D 11,10 0.600 ne 0.00 0.00 0 0 0 0 0 0• ••• 0 13A-40cs 0.143 se 0.00 0.00 0 0 0 0 • 0 • 0 **goo •O 11 1A-hlom 1.270 se 0.00 0.00 0 0 0 0 • 0 • • 0 0 0 D 11 JO 0.600 se 0.00 0.00 0 0 0 0 • • 0 • • • : go. 0 13A-4ocs 0.143 sw 2.59 2.87 430 381 986 1095 *QQ • • • 381 • • 98ra 1" 1A-hlom 1.270 sw 22.99 56.05 49 0 1126 2746 49 6 0 1126 2746 D 11 JO 0.600 sw 0.00 0.00 0 0 0 0 • • 009 0 • 0 DD 13A-4ocs 0.143 nw 2.59 2.87 430 406 1051 1167 4Z •• 406 •.'j 1j67 1A-hlom 1.270 nw 22.99 55.69 24 0 552 1337 • 24 • 0 0 552 1337 D 11,10 0.600 nw 0.00 0.00 0 0 0 0 • • • 0 • • • •0 • b P 126-0sw 0.097 - 0.00 0.00 0 0 0 0 • • • • • 0 0064 • 0 �D 11 DO 0.390 n 0.00 0.00 0 0 0 0 • 0 • 0 0 P 13A-4ocs 0.143 - 0.00 0.00 0 0 0 0 • •0 • • 0 so** 0 • ro �D 11 DO 0.390 n 0.00 0.00 0 0 0 0 • oQ • • • 0 • 0 0 C 16A-30ad 0.032 0.58 2.39 222 222 129 531 4222 0 • 222 129 531 F 22A-tpl 0.989 17.90 0.00 738 86 1539 0 •738 • 86 • • 15:% • b 61 c) AED excursion 1 10361 1 1 1 1036 Envelope loss/gain 5383 7912 5383 7912 12 a) Infiltration 1790 1389 1790 1389 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 0 0 Subtotal (lines 6 to 13) 7173 10221 7173 10221 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7173 10221 7173 10221 15 Duct loads 15% 20% 1076 2044 15% 20% 1076 2044 Total room load 8249 122651 8249 12265 1 1 Air required (cfm) 1 1 1 600 600 1 1 6001 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoft° 2018 -Apr -1 1 12:18:22 RighFSuite® Universal 2017 17.0.23 RSU18185 Page 1 C:\Users\Owner\Desktop\Heat Loads\HALABU2NEW.rup Calc = MJ8 Front Door faces: N Load Short Form Job: HALABIJ3 +` wrights4ft� Date: 4112118 Entire House By: MIKEL ABBOTT ENERGY CALCS 4920N DIXIE HWY, FT LAUDERDALE, FL 33334 Phone: 954-776-2003 License: ENERGY RATER # 37 Project Information 52 91 Method Inside db (°F) 70 • • 6666 6666•• For: HALABU (AC#3) ' - L Inside humidity (%) 30 50 Moisture difference (gr/Ib) 9632 NE 5TH AVE, MIAMI SPRINGS, FL .••�•• 6.66 0 in H2O Load sensible heat ratio 0.76 1200 ••••�• Other equip loads 0 0 .... Equip. @ 1.00 RSM ...... 23014 Htg Clg Outside db (°F) 52 91 Method Inside db (°F) 70 75 Construction quality Design TD (°F) 18 16 Fireplaces Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/Ib) -13 58 HEATING EQUIPMENT Make RHEEM OR EQUAL Trade Model RH1T3617STAN AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 1 AFUE 13.0 EER, 16 SEER 5.0 kW 17000 Btuh 13 'F 1200 cfm 0.101 cfm/Btuh 0 in H2O Infiltrati'orf' 00.6 6090•6 •"' SimplifL2d ' 0 . COOLING EQUIPMENT Make RHEEM OR EQUAL Trade Cond RA1636AA Coil AHRI ref Efficiency 13.0 EER, 16 SEER Htg load Sensible cooling 24500 Btuh Latent cooling 10500 Btuh Total cooling 35000 Btuh Actual air flow 1200 cfm Air flow factor 0.052 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.76 1200 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftp (Btuh) (Btuh) (cfm) (cfm) AC # 3 1061 11833 23014 1200 1200 Entire House d 1061 11833 23014 1200 1200 Other equip loads 0 0 Equip. @ 1.00 RSM 23014 Latent cooling 7466 -A1 .1. 0nn I �AAOA I 4nnn I 411(1% Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ', + wrightsoft` Right -Suite® Universal 2017 17.0.23 MU18185 )M C:\Users\Owner\Desktop\Heat Loads\HALABU3.rup Calc = MJ8 Front Door faces: N 2018 -Apr -11 12:17:53 Page 1 Building Analysis Job: HALABU3 - ' wrightsofto gnay Date: 4112118 Entire House By: MIKEL ABBOTT ENERGY CALCS 4920 N DIXIE HWY, FT LAUDERDALE, FL 33334 Phone: 954-776-2003 License: ENERGY RATER # 37 For: Location: Miami, FL, US Elevation: 30 ft Latitude: 26'N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) Project Information HALABU (AC#3) 9632 NE 5TH AVE, MIAMI SPRINGS, FL Heating Component Indoor: Btuh Indoor temperature (°F) Walls Design TD (°F) 3067 Relative humidity (%) Heating Cooling Moisture difference (gr/Ib) 52 91( InfMe n: - 12Method ) 78 Construction quality 15.0 7.5 Fireplaces Heating Component Btuh/ft2 Btuh % of load Walls 2.6 3067 25.9 Glazing 23.0 4023 34.0 Doors 0 0 0 Ceilings 0.6 615 5.2 Floors 0 0 0 Infiltration 1.9 2585 21.8 Ducts 1543 13.0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 11833 100.0 Cooling Component Btuh/f? Btuh % of load Walls 2.9 3406 14.8 Glazing 55.8 9770 42.5 Doors 0 0 0 Ceilings 2.4 2540 11.0 Floors 0 0 0 Infiltration 1.5 2083 9.1 Ducts 3836 16.7 Ventilation 0 0 Internal gains 1380 6.0 Blower 0 0 Adjustments 0 Total 23014 100.0 Latent Cooling Load = 7466 Btuh Overall U -value = 0.122 BtuWft2- °F Data entries checked. 0000 • 0000 0000 heating *••cooling.... .....470 75 ..:..' •0'000 0000 560 0.00:0 :":' 3.2 57.6 0. 0000.. 0000.. . Sit Nified • •Avertge :••••• 0 ' Wall Ducts Infiltration Glazing Ceilings Wall Internal Gains Ducts Infiltration Gazing Ceilings .. Wri htsaft' 2018 -Apr -1112:17:53 j� f g Right -Suite® Lhiversal 201717.0.23 FiSU18185 Page 1 ^6(>- C:\Users\Owner\Desktop\Heat Loads\HALASU3.rup Calc = MJ8 Front Door faces: N ' wrightsoft- Project Summa Entire House MIKEL ABBOTT ENERGY CALCS 4920 N DIXIE HWY, FT LAUDERDALE, FL 33334 Phone: 954-776-2003 License: ENERGY RATER # 37 Job: Date: By: HALABIJ3 4/12/18 Volume (ft') 9549 ____Project Information Air changes/hour 0.82 0.75 Equiv. AVF (cfm) 130 120 Heating Equipment Summary 0000 Make RHEEM OR EQUAL For: HALABUAC#3) �TH •�•• •�•�•• •000:• 9632 NE AVE, MIAMI SPRINGS, FL AHRI ref •�� in H2O Space thermostat 0000.• .. 0000.. Notes: AC # 3 • • • * • • SECOND FLOOR 00.0 0000 0.00•• 0000 0000 0000• 0.0.0. Sensible cooling Design Inf• • Btuh Latent cooling •. Btuh Total cooling 35000 Btuh Weather: Miami, FL, US 0 ;000; 0.00•• 0.052 cfm/Btuh Static pressure 0 Winter Design Conditions Summer Desig y6iditions • • :"'•• Outside db 52 °F Outside db 9100'r Inside db 70 °F Inside db 75 °F _ Design TD 18 °F Design TD 16 'F Daily range L Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Structure 10290 Btuh Ducts 1543 Btuh Central vent (0 cfm) 0 Btuh (none) Humidification 0 Btuh Piping 0 Btuh Equipment load 11833 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ftp 1061 106T Volume (ft') 9549 9549 Air changes/hour 0.82 0.75 Equiv. AVF (cfm) 130 120 Heating Equipment Summary °F Make RHEEM OR EQUAL 1200 Trade Air flow factor Model RH1T3617STAN cfm/Btuh AHRI ref 0 Efficiency 1 AFUE Heating input 5.0 kW Heating output 17000 Btuh Temperature rise 13 °F Actual air flow 1200 cfm Air flow factor 0.101 cfm/Btuh Static pressure 0 in H2O Space thermostat Equipment sensible load 23014 Sensible Cooling Equipment Load Sizing Structure 19179 Btuh Ducts 3836 Btuh Central vent (0 cfm) 0 Btuh (none) Blower 0 Btuh Use manufacturer's data y Btuh Rate/swing multiplier 1.00 ton Equipment sensible load 23014 Btuh Latent Cooling Equipment Load Sizing Structure 5891 Btuh Ducts 1575 Btuh Central vent (0 cfm) 0 Btuh (none) Equipment latent load 7466 Btuh Equipment Total Load (Sen+Lat) 30480 Btuh Req. total capacity at 0.70 SHR 2.7 ton Cooling Equipment Summary Make RHEEM OR EQUAL Trade Cond RA1636AJ1 Coil AHRI ref Efficiency 13.0 EER, 16 SEER Sensible cooling 24500 Btuh Latent cooling 10500 Btuh Total cooling 35000 Btuh Actual air flow 1200 cfm Air flow factor 0.052 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.76 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018 -Apr -11 12:17:54 g% WrightSOR• Right -Suite® Universal 201717.0.23 RSU18185 Page 1 ACCP. C:\Users\Owner\Desktop\Heat Loads\HALABU3.rup Calc = MJ8 Front Door faces: N -rF wrightsoW Right -M Worksheet Entire House MIKEL ABBOTT ENERGY CALCS 4920 N DIXIE HWY, FT LAUDERDALE, FL 33334 Phone: 954-776-2003 License: ENERGY RATER # 37 Job: HALABU3 Date: 4/12/18 By: 1 Room name Entire House AC # 3 2 Exposed wall 148.0 ft 148.0 ft 3 Room height 9.0 ft d 9.0 ft heat/cool 4 Room dimensions 1061.0 x 1.0 ft 5 Room area 1061.0 ft' 1061.0 ft' • • • • • • fee* • T Y Construction U -value Or HTM I Area (ft`) I Load Area • • Load number (Btuh/ff-°F) I (Btuh/Ft') or perimeter (ft) (Btuh) or penin ter •(ft) ••• h) • , Heat Cool Gross N/P/S Heat Cool Gross •N/P/S Heat•• Coal 6 13A-4ocs 0.143 ne 2.59 2.87 340 304 787 874 Woo* 304 • • T� 1A , IA-hlom 1.270 ne 22.99 55.69 36 0 828 2005 •36 • 0 • 82 2 5 D 11J0 0.600 ne 0.00 0.00 0 0 0 0 lb •• 0 •••O •P 13A-4ocs 0.143 se 2.59 2.87 340 308 797 885 • • • 308 j�7 ��QQ 11 1A-hlom 1.270 se 22.99 56.05 32 0 736 1794 3 6 0 736 179 D 11J0 0.600 se 0.00 0.00 0 0 0 0 ••0 •• 0 •••• 0 •o 13A-4ocs 0.143 sw 2.59 2.87 340 305 789 877 40 • • • 305 �89 877 1A-hlom 1.270 sw 22.99 56.05 35 0 805 1962 •35 • • 0 05 1962 D 11J0 0.600 sw 0.00 0.00 0 0 0 0 • 0 o0• N • o 13A-4ocs 0.143 nw 2.59 2.87 340 268 694 770 •340 • 268 • • %9 770 1A-hlom 1.270 nw 22.99 55.69 72 0 1655 4010 • 72 • • 0 1655 4:V D 11J0 0.600 nw 0.00 0.00 0 0 0 0 od • 0 •• •0 • 0 P 12B-Osw 0.097 - 0.00 0.00 0 0 0 0 0 0••••• o 0 �D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 PL 13A-4ocs 0.143 - 0.00 0.00 0 0 0 0 0 0 0 0 -D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16A-30ad 0.032 0.58 2.39 1061 1061 615 2540 1061 1061 615 2540 F 22A-tpl 0.989 0.00 0.00 1061 0 0 0 1061 0 0 0 61 c) AED excursion 101 1 1 10 Envelope loss/gain 7704 15715 1 1 7704 15715 12 a) Infiltration 2585 2083 2585 2083 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 0 0 Subtotal (lines 6 to 13) 102901 191791 10290 19179 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10290 19179 10290 19179 15 Duct loads 15°% 20% 1543 3836 15% 20% 1543 3836 Air 112001 212001 112001 23014 1 rel quomdl(cfm) 1 1 1 1 12001 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. yy�� f11tSp> 2018 -Apr -1112:17:54 �c� Right -Suite® lhiversal 2017 17.0.23 RSU18185 Page 1 C:\Users\Owner\Desktop\Heat Loads\HALABU3.rup Calc = MJ8 Front Door faces: N +]+ wrightsoft" Load Short Form Entire House MIKEL ABBOTT ENERGY CALCS Job: HALABIJ1 Date: 4/12/18 By: HEATING EQUIPMENT Area COOLING EQUIPMENT Clg load Make RHEEM OR EQUAL Clg AVF 4920 N DIXIE HWY, FT LAUDERDALE, FL 33334 Phone: 954-776-2003 License: ENERGY RATER # 37 • •' • "" • • • • • • • (cfm) AC #1 Trade 25388 44428 Model RH1T6024STAN ••• Entire House d Cond RA1660AJ1 Project Information AHRI ref 2000 • For: HALABU (AC#1) 0 •••• •••• • • • 9632 NE 5TH AVE, MIAMI SPRINGS, FL ' •" "" • • • • • SEER 10437 Heating input 10.0 ..•..• 00 .... • ..... Btuh Heating output 34412 Btuh .. .. .... ...... Temperature rise 16 °F Total cooling 57000 Btuh Actual air flow 2000 cfm Actual air flow 2000 cfm Air flow factor ... cfm/Btuh Air flow factor Design Inf• • Static pressure 0 Htg Clg 0 Infiltralien .. ;' • • •; Outside db (°F) 52 91 Method SimplifiecJ.' Inside db (°F) 70 75 Construction quality Average DesignTD (°F) 18 16 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/Ib) -13 58 HEATING EQUIPMENT Area COOLING EQUIPMENT Clg load Make RHEEM OR EQUAL Clg AVF Make RHEEM OR EQUAL (Btuh) (Btuh) Trade (cfm) AC #1 Trade 25388 44428 Model RH1T6024STAN 2000 Entire House d Cond RA1660AJ1 25388 44428 AHRI ref 2000 Other equip loads Coil 0 0 Equip. @ 1.00 RSM AHRI ref 44428 Efficiency 1 AFUE Latent cooling Efficiency 13.0 EER, 16 SEER 10437 Heating input 10.0 kW Sensible cooling 39900 Btuh Heating output 34412 Btuh Latent cooling 17100 Btuh Temperature rise 16 °F Total cooling 57000 Btuh Actual air flow 2000 cfm Actual air flow 2000 cfm Air flow factor 0.079 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftp (Btuh) (Btuh) (cfm) (cfm) AC #1 2397 25388 44428 2000 2000 Entire House d 2397 25388 44428 2000 2000 Other equip loads 0 0 Equip. @ 1.00 RSM 44428 Latent cooling 10437 nnnl I nr000 I GAOGA I �nnn I �nnn Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrl htsoft' 2018 -Apr -1112:12:26 9 R ght Suite® lhiversal 201717.023 PSU18185 Page 1 ACCK C:\Users\Owner\Desktop\Heat Loads\HALABU1.rup Calc = MJ8 Front Door faces: N Building Analysis Job: HALABU1 wrightsof Date: 4/12/18 Entire House By: MIKEL ABBOTT ENERGY CALCS •••• 4920 N DIXIE HWY, FT LAUDERDALE, FL 33334 Phone: 954-776-2003 License: ENERGY RATER # 37 • • 0000 0000•• +• • ' • Project • • 000' 0 • 0• • For: HALABU (AC#1) 0::::o 00 • 0.: 9632 NE 5TH AVE, MIAMI SPRINGS, FL "•' 0.00 • • • Heating Component Btuh/f? Btuh •••• • •••• 00009 3862 15.2 Glazing •••••• 9287 • • Doors Design Conditions 2.4 Ceilings • • Location: 4.2 Indoor: 'Heating ;••Qloling ...... Miami, FL, US 2.2 Indoor temperature (°F) 14.9 75 Elevation: 30 ft 13.0 Design TD (°F) •070 .. 38 •• • 16 0 Latitude: 26 °N Relative humidity (%) 30 • • 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) -13.2 • • 57.6 Dry bulb (°F) 52 91 Infiltration: 100.0 Daily range (°F) - 12 (1 ) Method Simplified Wet bulb (F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heating Component Btuh/f? Btuh % of load Walls 2.6 3862 15.2 Glazing 23.0 9287 36.6 Doors 9.4 604 2.4 Ceilings 0.6 1073 4.2 Floors 1.4 3473 13.7 Infiltration 2.2 3779 14.9 Ducts 3311 13.0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 25388 100.0 Cooling Component Btuh/ftz Btuh % of load Walls 2.7 4018 9.0 Glazing 55.8 22563 50.8 Doors 16.3 1044 2.4 Ceilings 2.4 4433 10.0 Floors 0 0 0 Infiltration 1.9 3125 7.0 Ducts 7405 16.7 Ventilation 0 0 Internal gains 1840 4.1 Blower 0 0 Adjustments 0 Total 44428 100.0 Latent Cooling Load = 10437 Btuh Overall U -value = 0.163 Btuhlft2- °F Data entries checked. .t + wrightsoft- Rght-suite® Uiiversal 2017 17.0.23 RSU18185 ECK C:\Users\Owner\Desktop\Heat Loads\HALABU1.rup Calc = MJ8 Front Door faces: N Wall Ducts Infiltration i" Glazing Floors Ceilings Doors Gains =1 2018 -Apr -11 12:12:26 Page 1 Project Summary Job: HALABU1 wrightsof#' Entire House Date: 4/12/18 MIKEL ABBOTT ENERGY CALCS 4920 N DIXIE HWY, FT LAUDERDALE, FL 33334 Phone: 954-776-2003 License: ENERGY RATER # 37 in Co2397 .... • • 10.0 23970 23970 0.48 0.45 190 180 °F • Proiect Information cfm Air flow factor 0.079 cfm/Btuh Static pressure 0 in H2O For: HALABUAC#1 ��•�• 44428 :•••.: 9632 NE �TH AVE, MIAMI SPRINGS, FL Structure 8637 ' • Ducts •��. •""• Central vent (0 cfm) Notes: AC#1 Btuh (none) ..•„�• �� •�� FIRST FLOOR MAIN HOUSE 54864 Btuh • 5.3 .... • Cooling Equipment Summary Make RHEEM OR EQUAL Desion Information'•• Weather: Miami, FL, US Winter Design Conditions Outside db Inside db Design TD Summer Design Conditions 52 °F Outside db 70 °F Inside db 18 °F Design TD Daily range Relative humidity Moisture difference Heating Summary Structure 22077 Btuh Ducts 3311 Btuh Central vent (0 cfm) 0 Btuh (none) Humidification 0 Btuh Pi In 0 Btuh Equipment load 25388 Btuh Infiltration Method Construction quality Fireplaces Area (ftp Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heatino in Co2397 2397 10.0 23970 23970 0.48 0.45 190 180 Heating Equipment Summary Make RHEEM OR EQUAL Trade Model RH1T6024STAN AHRI ref Efficiency 1 AFUE Heating input 10.0 kW Heating output 34412 Btuh Temperature rise 16 °F Actual air flow 2000 cfm Air flow factor 0.079 cfm/Btuh Static pressure 0 in H2O Space thermostat 44428 91 °F 75 °F 16 °F L 50 % 58 gr/Ib Sensible Cooling Equipment Load Sizing Structure 37023 Btuh Ducts 7405 Btuh Central vent (0 cfm) 0 Btuh (none) 0 in H2O Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier Equipment sensible load 1.00 44428 Btuh Latent Cooling Equipment Load Sizing Structure 8637 Btuh Ducts 1800 Btuh Central vent (0 cfm) 0 Btuh (none) Equipment latent load 10437 Btuh Equipment Total Load (Sen+Lat) 54864 Btuh Req. total capacity at 0.70 SHR 5.3 ton Cooling Equipment Summary Make RHEEM OR EQUAL Trade Cond RA1660AJ1 Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 13.0 EER, 16 SEER 39900 Btuh 17100 Btuh 57000 Btuh 2000 cfm 0.045 cfm/Btuh 0 in H2O 0.81 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft• Right -Suite® Universal 201717.023 MU18185 2018 -Apr -11 12:12:26 C:\Users\Owner`Desktop\Heat Loads\HALABU1.rup Calc = MJ8 Front Door faces: N Page 1 r- wrightsoft- Right -JO Worksheet Job: HALABU1 Entire House Date: 4112/18 MIKEL ABBOTT ENERGY CALCS By: 4920 N DIXIE HWY, FT LAUDERDALE, FL 33334 Phone: 954-776-7nn3 1 i-11- FAIGDr-v DATCD - Calculations approved by ACCA to meet all requirements of Manual J 8th Ed Ad- wright50ft- Right -Suite® Universal 201717.023 FS4U18185 2018 -Apr -11 12:12:26 C:\Users\Owner\Desktop\Heat Loads\HALABU1.rup Calc = MJ8 Front Door faces: N Page 1 •••• 1 Room name 2 Exposed wall Entire House • • AC # 1 • • • • • • • 3 Room height 194.0 ft • • 194.0 ft • • 4 Room dimensions 10.0 ft d 10 0 ft • &eaycool 5 Room area 600 ?7.0 x �A R • 2397.0 ft ' z 231v7j1•}• Ty Construction U -value Or HTM number I Area (ftp) I Load I" ed Area • (fto)* • • ttad • ad (Btuh/fN-°F) (Btuh/f?) or perimeter (ft) (Btuh) or pe • ft • fpPeje{ O I • • «{ ) • Gross N/P/S Heat Cool j Gr OSlo • •INI•/S H" • Cool • Heat Cool 6 � 13A-4ocs 0.143 ne 2.59 2.87 420 321 831 923 420 • • 321 • • • 131 D 1A-hl0m 11,10 1.270 n 22.99 55.69 79 0 1816 4399 0 • • • 0 1.16 9� 4399 13A-4ocs 0.600 0.143 ne se 10.86 2.59 18.78 2.87 20 420 20 323 217 836 376 X20 • 20• 21 376 11 1A-hlom 1.270 se 22.99 56.05 928 420 323 • • • g� D 11,10 77 0 1770 4316 •77 • 0 • 1770 4366 0.600 0.143 se sw 10.86 2.59 18.78 2.87 20 420 20 316 217 818 376 908 • 4 0 • 20 • • 2jj 31 61 L-G13A-4ocs 1A-hlom 1.270 sw 22.99 56.05 104 0 2391 5829 104 316 • �{$ gig D 11 JO 0.600 sw 0.00 0.00 0 0 0 0 9 �39A 5829 13A-4ocs 0.143 nw 2.59 2.87 420 276 714 0 793 0 420 0 276 0 0 D 1A-hlom 11 JO 1.270 nw 22.99 55.69 144 0 3310 8019 144 0 714 3310 793 8019 P 12B-Osw 0.600 0.097 nw - 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 L -D 11D0 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 0 0 P. P 13A-4ocs . 0143 - 2.59 1.82 280 256 663 0 465 0 280 0 256 0 0 C 11D0 16A-30ad 0.390 n 7.06 12.21 24 24 169 293 24 24 663 169 465 293 F 22A-tpl 0.032 0.989 0.58 17.90 2.39 0.00 1852 1852 1073 4433 1852 1852 1073 4433 2397 194 3473 0 2397 194 3473 0 6 c) AED excursion 0 0 Envelope loss/gain 18298 32058 18298 32058 12 a) Infiltration b) Room ventilation 377 312 377 312 0 0 0 0 13 Internal gains: Occupants @ 230 8 Appliances/other 1840 8 1840 0 0 Subtotal (lines 6 to 13) 22077 37023 22077 37023 Less external load Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 0 0 0 15 Duct loads 22077 37023 22077 37023 15% 20% 3311 7405 15% 20% 3311 7405 Total room load Air required (cfm) 1 1 1 253881 1 444281 1 220001 420001 2000 2000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed Ad- wright50ft- Right -Suite® Universal 201717.023 FS4U18185 2018 -Apr -11 12:12:26 C:\Users\Owner\Desktop\Heat Loads\HALABU1.rup Calc = MJ8 Front Door faces: N Page 1 TRAVIS HENOALL Planning & Zoning 0iredor yY[ta/r1G JG[C+� 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIOA 33138-2382 TELEPHONE: (3051795-2207 FAX: (305) 756-8972 DEVELOPMENT ORDER File Number: PZ -5-24-18-36 Property Address: 9632 NE 5`h Avenue Road Miami Shores FL 33138 Property Owner/Applicant: David Halabu Address: 9632 NE 5th Avenue Road Miami Shores FL 33138 Agent: Wayne Ferrell Address: 825 SE 81h Avenue 9101, Deerfield Beach, FL 33441 Whereas, the applicant David Halabu (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required for an addition. Whereas, a public hearing was held on May 24, 2018 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval. 2) Applicant to create and maintain two (2) legal parking spaces on site. Page 1 of VISIT US I www.miamishoresvillage.com 3) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. 4) Applicant to apply for and obtain all necessary permits and approvals from outside agencies. 5) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOH/HRS) as required. 6) Applicant to meet all applicable code provisions at the time of permitting. 7) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. The application with conditions was passed and adopted this 24" day of May, 2018 by the Planning and Zoning Board as follows: Motion to approve subject to Staff's recommendations, with a covenant that the declaration of use is assuring the property is only used for single family purposes, the owner will be required to record this covenant with Miami Dade County and provide a copy to Staff prior to final inspection by Mr. Snow, seconded by Ms. Hegedus and the vote was unanimous if favor of the Motion. Mr. Snow Yes Mr. Bergman Yes Ms. Hegedus Yes Mr. Brady Yes Chairman Busta Yes 011y tAR2-�/ I�W6 Date John Busta Chairman, Planning Board Page 2 of 2 1 U ti is MIAMI- o -m. 'rm � "-o MiANIIDADE COUNTY ®'" ,f ° "�'' "' ` , MUCT CONTROL SECTION � S�I/R'$H. L'°-'J i,�i. r 13i: ... r.... � �>liY t.t:; fi3rlt DEPARTMENT OF REGULATORY �GtQiNai1R1G R�'-S©URGES (�iER)m sno.latisi 1805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRAT E/'f"hg910N "` ' �` "� `' ' �� Hist � '� �% 315-2590 F (786) 315-2599 NOTICE OF ACCEPT � r www/economy miamidade.923 Wt Eco Window Systems, LLC UY .. 'w ��Z 8502 NW 80 Street"" Medley, FL 33166 SCOPE: =A1 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade qouotyRER- Product Control Section to be used in Miami Dade County and other areas wherc:allg*pd by thrAtithorit? • • • ; • Having Jurisdiction (AHJ). • - This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Contror ..... Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade �o� pty) reserve the right: .... to have this product or material tested for quality assurance purposes. If this pib�4Vt Ur maVW.fails to• .... perform in the accepted manner, the manufacturer will incur the expense of such.testiIIg and the.4W may.. ; .. • immediately revoke, modify, or suspend the use of such product or material within W jurisdic$on. RER.....* reserves the right to revoke this acceptance, if it is determined by Miami—Dada EluiXy Product Control • Section that this product or material fails to meet the requirements of the applicablebuilditg code, , . ; . • • 00:0 This product is approved as described herein, and has been designed to comply Zvith the Flofida Building....; Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series "Eco-Guard 550" Aluminum Fixed Window —L.M.I. APPROVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision E dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered, after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The = NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation ?was reviewed by Sifang Zhao, P.E. NOA No. 17-1011.20 MIAMEDADE COUNTY t ,� /Zp(� Expiration Date: May 05, 2021 ` Approval Date: December 21, 2017 Page 1 Eco Window Svstems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11 - 03 09.0 7) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision D dated 06/23/15, prepared b� AI.Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ; • • • • • • • • • • • ; • B. TESTS •••••• •• •••••• 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • •.. .... ; • • • •; 2) Uniform Static Air Pressure Test, Loading par -]Wt TAS.202194 ..... 3) Water Resistance Test, per FBC, TAS 202-94: • •: :600 • • • • • along with marked -up drawings and installation diagram of an NuMnum flyed • • • •:' window, prepared by Hurricane Engineering and Testing, Inc.,.f;;+pogNo.• ...... HETI-10-3145, dated 12/29/10, signed and sealed by Candido F. Font, RE: • • • •' (Submitted under NOA No. 11-0309.07)9.6 • • • • • • 2. 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 an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3146, HETI-10-3147 and HETI-10-3149, all dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NDA No. 11-0309.07) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked --up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-10-3148, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014), prepared by Al-Farooq Corporation, dated 03/27/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) 4,140j Ac Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5tb Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq.Corppration''jgVed acl..... sealed by Javad Ahmad, P.E. • 2. Laboratory compliance letters for Test Reports No. HETI-10--1+ %-HETI 1-(k3146, • • • • ` • HETI-10.3147, HETI-10.3148 and HETI-10-3149, all issued B"Atif icane • :....: Engineering and Testing, Inc., dated 12/29/10, signed and sealej�yEadidQ ,Font, , • • • • • P.E....... • • .... ..... (Submitted under NOA No. 11- 03 09.0 7) • .... .... ...... G. OTHERS • • • • • • 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window•$y9t4ns, LIQ fpr them • • • • Series "Eco -Guard 550" Aluminum Fixed Window - L.M.I., approved 8u•0002/13 and expiring on 05/05/16. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision E dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 6' Edition (2017), and of no financial interest, dated September 15, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 0000 1. Notice of Acceptance No. 15-0406.11, issued to Eco Window Systems, MC -Or their... Series "Eco -Guard 550" Aluminum Fixed Window- L.M.I., appro;ed o%09j02/2015 • and expiring on 05/05/21. """ •....• 0000.. 0000 •.•• . . 0000 0000 0000. 0000.. 0000 0000. •• •• ••.• 0000.. 0000.. . . . . ....00 0000.. .. . •• • Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E-3 1/8' HEAT STREN'D. CLASS 090' Inlerloyer Tromfol PVB 1 I By kuroray America, Inc.' rt/D' HEAT STREN'D. GLASS CORNING 699 AT 1/4 POINTS ON LFES WIDER THAN 36' ONLY GLASS TYPE 'A'A' 1/8' TEMP. GLASS 3/8' AIR SPACE 1/8' HEAT STREWO. GLASS 090' Interlayer v Troslfol PVB By kuraray America. Inc.' r1/8' HEAT STREN'D. GLASS CORNING 699 (9 )AT 1/4 POINTS ALL SIZES GT ASS TYPE. 'AA' THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED, ECO—GUARD SERIES -550 ALUMINUM FIXED WTNDOIV DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS 8: BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALUC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL t0 Z ter• �6 ON` 0 V o uta+ ot"� 0aco O'�ra� 4zw_ aamf � 3/16" HEAT STREN-D. GLASS 090' Interlayer Troslfol PVB - c $ 4 0 N o r BY 'kuraray America. Inc.' - I ii '- o � 3/16' HEAT STREN'D. GLASS] w S SILICONE DOW CORNING 899 z m 9 cv9 • • • • • SfMNIR BLCtKS Ai • • • M.n a R'o _ � m o 5 I j • • LY -1- Al% II4UL• CLASS '�1 o � \ � 3 l: I: • CLEAR BLOCKS 6 GL4 Gj LEA • NOT`Ij GLjZIN% BE♦O IfiG c jl jl T •• •• • • •• ••• •• PRROOuc-R� V;SG0- � o; cromplyicg .vimh the Florids Building C. _ - .4CCe tante 1tia )01 � • OZ .70682 3 v AT 1/4 POItO• 9 WIDER THAN 6' NL.. • • • • • - •• OFA drawing no. • • 'B' • • • • � Pr u i ATE .�� GLASS TYPE • • • • • • �� •�pp1OF;.� W 1 1 —10 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • L LTi WIDTH AND LENGTH DIMENSIONS CAN ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. •• ••• • • • • • •• •• ••• •• • • • •• NOTE: PRODUCT REVISED GLASS CAPACITIES ON THIS SHEET ARE .s-plyingwith lh.Flodda BASED ON ASTM E1300-09 (3 SEC. GUSTS). B•_Ddin6 Co'ie = • ••• }leccpanctnoL1-10140 • _ • • • �i�• lhpintie±lDatsOI • • • • • • • • • • • • • . ty •4.F�y ... . • • • • 1�4imA D� P uct Control • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • - O �Pq q OoON.ea N IrcE 6 0g0'ti 0,gM 0 CL a Dara Q W�O 1�6 Q�tmf � drawing no. W11-10 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE 'B' WIDTH (W) ILENGTH (L) IXf.(+) 1M.(-) EXT.(+) 1M.(-)9710.075-0 EXT.(+) .(-) 30• 36' 42• 48" 54" 60" 66" 48• 70.0 75.0 70.0 75.0 70.0 .0 70.0 75.0 70.0 75.0 .0 61.7 65.1 70.0 75.0 .0 54.0 57.8 70.0 75.0 .0 54.0 57.8 70.0 75.0 .0 - - 70.0 75.0.0 75.0 - 70.0 75.0 75.0 30• 36" 42• 46" 54" 60" 66" 54" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 _ - 68.9 73.8 68.9 73.8 - - 68.9 73.8 68.9 73.8 - - 68.9 73.8 66.9 73.8 30• W. 42• 46" 1. 60" 66• 60" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - 68.9 73.8 68.9 73.8 - - 62.0 68.4 62.0 66.4 - - 62.0 66.4 62.0 56.4 J0• U. 42- 1.66" U. �• 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 66.9 73.8 68.9 73.8 - - 62.0 66.4 62.0 66.4 1• 36" 42" 72• 70.0 75.0 70.0 75.0 70.0 75.0 7D.0 75.0 70.0 75.0 70.0 75.0 _ - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 7s.0 65.9 73.8 68.9 73.8 W. 36• 42" 48"700 78" 70.0 75.0 70.(1 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 75.0 70.0 75.0W. 38" 84"70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 M70.O75.0 75.0 70.0 75.0 70.0 75.0 70.0 M75.0 36" 42" 90" - - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 70.0 75.0 70.0 - 70.0 75.0 1 70.0 1 75.0 38• 42• 96• 70.0 75.0 - - 70.0 75.0 70.0 75.0 - 70.0 75.0 70.0 75.0 L LTi WIDTH AND LENGTH DIMENSIONS CAN ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. •• ••• • • • • • •• •• ••• •• • • • •• NOTE: PRODUCT REVISED GLASS CAPACITIES ON THIS SHEET ARE .s-plyingwith lh.Flodda BASED ON ASTM E1300-09 (3 SEC. GUSTS). B•_Ddin6 Co'ie = • ••• }leccpanctnoL1-10140 • _ • • • �i�• lhpintie±lDatsOI • • • • • • • • • • • • • . ty •4.F�y ... . • • • • 1�4imA D� P uct Control • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • - O �Pq q OoON.ea N IrcE 6 0g0'ti 0,gM 0 CL a Dara Q W�O 1�6 Q�tmf � drawing no. W11-10 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE 'B' WIDTH (W) LENGTH (L)F 1M.(-) EXT.(+) IM.(-) EXT.(+) 1M.(-) 26-1/2" 32•75.0 37• 42• 48"53-1/8" 56" 60"- 63' 50-5/8"57.5 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 75.0 70.0 75.0 70.0 75.0 66.1 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 . 54.6 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32• 37• 42• 46" 53-1/6" 56" 60" 63" 63" 70.0 75.0 70.0 75.070.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 6661 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 66.4 71.1 66.4 71.1 - - 62.0 66.4 62.0 68.4 - - 59.0 63.2 59.0 83.2 28-1/2" 32• 37" 42• 48" 53-1/8" 76" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26_1/2• 32• 37• 42• 48" 60 70.0 75.0 70.0 75.0 70.0 75.0 75.0 70.0 75.0 70.0 75.0 - .75.0 70.0 AO 75.0 - 70.0 75.0 70.0 75.0 - - 70.0 75A 70.0 75.0 26-1/2' 32•70.00 37• 42•70.0 48" 84"70.0 75.0 70.0 75.0 70.0 75.0 75.0 70.0 75.0 75.0 70.0 75.0 F70.075.070.0 70.0 75.0 70.0 75.0 26-1/2" 42•70.0 90"37" 70.0 75.0 70.0 75.032" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 750 75.0 70.0 75.0 26-1/2" 32"- 37" 42• 96" 70.0 75.0 70.0 75.0 70.0 75.0 - 70.0 75.0 70.0 75.0 - -70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 L LTi WIDTH AND LENGTH DIMENSIONS CAN ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. •• ••• • • • • • •• •• ••• •• • • • •• NOTE: PRODUCT REVISED GLASS CAPACITIES ON THIS SHEET ARE .s-plyingwith lh.Flodda BASED ON ASTM E1300-09 (3 SEC. GUSTS). B•_Ddin6 Co'ie = • ••• }leccpanctnoL1-10140 • _ • • • �i�• lhpintie±lDatsOI • • • • • • • • • • • • • . ty •4.F�y ... . • • • • 1�4imA D� P uct Control • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • - O �Pq q OoON.ea N IrcE 6 0g0'ti 0,gM 0 CL a Dara Q W�O 1�6 Q�tmf � drawing no. W11-10 S METAL - STRUCTURE MIAMI -DARE COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECD WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE CK TYPICAL ANCHORS SEE ELEV. FOR SPACING WCHORS 'ING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, ULTRACON BY 'a -CO' (Fu -177 KSI. Fy-155 KSI) INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 19Y BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Y14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL• 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) P2 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL; 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. C•NCRE"Af HIKD,•SILL OR JAYBS•f'e =93000 PSI MIN. OC -90 HOLLDW/RLLEE N*RMRL WEIGWr BLOCK AT JAMBS I'm - 2000 PSI MII • • • • • • • • • 1111111 I1/A PRODUCT RHVISEp z N .70582 l-lrIYiag 1111h the Ff r ida - • • • 40uildin , *.L- • • • - iRS • • • A�ceptan•�Na •IOW.W • • • • • • Expimtio•Tt1•-0S QZZOL�• • • TATE OF • • Miami Dade ?,•.t(tAmroT •• • ��/"_ /ARIAI ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.V Z M q N �a RJR otm,p oogH Dao MP29 LL Z -A USE a aas R drawing no. W11-10 Uw 4. o 1/4- MAX. 1/4' MAX. O SHIMS 1/4' MAX. Z a 3 SHIM 1 BY SHIM y W000 BUCK w !•'w �in I TYPICAL ANCHORS 4 2 TYPICAL ANCHORS d S a SEE ELEV. a,. SEE ELEV. FOR SPACING - FOR SPACING 1 1/2' ry O a =----------- ------------= i14' O cy t3 lVyl Q M n zm_ o 1 6 EXTERIOR TYPICAL ANCHORS a wSEE ELEV. m METAL . ° O STRUCTURE D.L OPG. FOR SPACING o U � WINDOW WIDTH v J m (n o 2 ��..W...... .M.. 3 cc Ry 0 MIAMI—DADE COUNTY ? co M yr APPROVED MULLION m SEE SEPARATE NOA TYPICAL ANCHORS Z 3 m SEE ELEV. FOR SPACING 32 mo 0 tN W ."_. N Lu nm O of o EXTERIOR WINDOW WIDTH WINDOW WIDTH c o - O O n � v o W Pllonuc PSVIS;iD ei -. contg!yi:�G v 'th th- fil Kids 13cildinp. C. - • • • • Acccyianrc T.n /_ /0 ((.IO ♦ . � _ � $ b � • • • Exni•ition rniy yptf • • • r a- • • • • S _ a • • • • • �O.f ��OF �� drawing no. s • iir • • • • Mituni Die Pr nc�mnro[ • • • i, S1 •�ORIDt;.•�G\�� W 1 f _ 1 O N1111I111N sheet 4 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI -DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • • • •• •• • • • •• •• ^ U � J J � 0 U) m z 3 W n o (n w w X �(a Z 0 00 1/4' MAX. Om m Z 3 m SHIMS TYPICAL ALT. 8 ¢ 3 Z r u+ O N "� n ANCHORS SEE ELEV. FOR SPACING a' voi ' U o m rn Wm� O TYPICAL ANCHORS SEE ELEV. FOR SPACING o uZig r © ALT. ••• m � • •• !"ff°®/i�i �P usi •s ••• s•Da �'�'�•.•�i`�` ^o'y INSTALLATION DETAILS WITH FLUSH RAME M•PTIM •r. uY1c1e1�NSFM'' ..R FRODUCTREVISED .. i N,.70582 �!__ _��`�` 3vo~• �% • r 'I p •••• j•• •��•••y • • iixsiyao•• i•• treo-d•••��tj TE OF drawing no. •• m•••! •• ? •• W11-1OEDGE DIST. e•�t tP • • • • • • • • • • • •• •• • • • •• •• FRAME HEAD/SILL/JAMB If I .452 LI .287 SNAP COVER I x.394 .803 .050 1.047 O3 GLAZING BEAD (7/16' LAM. GLASS) .603 I .p45 1.172 —I O GLAZING BEAD (INSUL. LAM. GLASS) GLAZING BEAD (5/16' LAM. GLASS) 2.666 062 .500 .769 2.611 Q FLUSH FRAME ADAPTER 1.750 493 1.750 .493 CORNER KEY 3 F SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. QUANTITY DRSCRWroN 4 FRAME HEAD/SILL/JAMB MATERIAL. 6063-T6 NANP,/SUPPUIM/RRNARXS - • • 4 SNAP COVER 6063 -TB - W8 AS REOD. GLAZING BEAD (7/18' LAM, GLASS) 8063-T8 • • • • ••• • AS REOD. GLAZING BFAD QNSU_ LAM. MASS) 8083 -Te - - AS REDO. GLAZING BEAD (5/16' LAM, GLASS)11063-TB' 3/ CORNER ASSEMBLY SCREWS T REV t5'cD 5 E203 AS REOD. GLAZING BEAD BULB, DUROUETER 65 SANTGPRFNE ULTRWAB 6 PSJ40-SS 2/ CORNER FRAME CORNER KEY ST. STEEL - 7 F1B-50 - GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE 8 FY120 AS REOD. FLUSH FRAME ADAPTER 6083-T6 OPTIONAL 9 10 - - AS REOD. SETTING BLOCK. 3/16' X 3/4' X 4' LONG - INSUL GLASS EDGE SPACER EPDM Si. STEEL DUROMErER a0t5 SHORE A CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �m Z q A QQG w OC� mg a � V �N~ O yF g cf 0Ioa � z v Jc�m� AN ucENSF'"!a 'P=2 ti TATE OF 7.1VZ drawing a no. ORLOF;i' •�;•... �aG. W11-10 • • • • • • • • •• • • • • ••• • T REV t5'cD as complying with the Florida 13uiidm Cede Accepp�s�:ce No! �h/•ZO • �• • • • • • ixpi1l11in:Date • � • .-0iah i. a Pro uc! • • : • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �m Z q A QQG w OC� mg a � V �N~ O yF g cf 0Ioa � z v Jc�m� AN ucENSF'"!a 'P=2 ti TATE OF 7.1VZ drawing a no. ORLOF;i' •�;•... �aG. W11-10 M IM I®D,ADE RI T, OF REGULATORY BOARD AND CODE ADMINISTRAI NOTICE OF ACCEPTA WA f NE RL --tRELs- PHONE: (954) 427-1,020 ID 1 u .�:w�c47.:.� LJ f L{jr\sa��i'1C ��iJ't7iAFl�ifi/ iicr!>.;dr�r+, o::r,�irm:�; t,> n'.;,da cru »� �,cp e':'ai:•!•':.;,C�ttw;"! r� Warrrr rxa c crn w �Co;51a qdnm„wt, Cam- MIAMI-DADE COUNTY ?v" Wkn rmqurrannt mU x+ c':mwogp, nrd r 'Aa CT CONTROL SECTION I 1.N. dm cniy for rvv[zw -:r =.: s zera! cu s»n:rse+ruS Fv r P]KRCTbi'J F 8F,50S», ;1805 SW 26 Street, Room 208 • Th ss�.-fir 10 46) 315-2590 F (786) 315-2599 asW A qbarAWG &n sura Eco Window Systems LLC ;;71; �' °"" �- "�""�` W Toon . + a sh 'Ty rr4mm 9114 NW 106 Street Medley, FL 33178 (C,1�� SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (fn Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserNtUeight to have this product or material tested for quality assurance purposes. If this pro:uct. o; material ails to 000 perform in the accepted manner, the manufacturer will incur the expense of such testing and theAHJ, nay immediately revoke, modify, or suspend the use of such product or material within toro&"joprisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade CppLitty Product Control Section that this product or material fails to meet the requirements of the applicable lii>,ilciirig codec • •.. • This product is approved as described herein, and has been designed to comply wiittFlorida Punlding Code, including the High Velocity Hurricane Zone. 000000 • • • • DESCRIPTION: Series "Eco -Guard 500" Outswing Aluminum Casement Win1oti►�k,.M.Ii • • APPROVAL DOCUMENT: Drawing No. W11.05, titled "S-500 Alum. Outswinp Caser;erit 90dw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, pupated byA3171400q Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Produdt•Cbntr•ol Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA. is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages &1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P. E. NOA No. 15.0406.10 Miarr4na�EcouNrr Expiration Date: May 19,2021 /�y Approval Date: July 02, 2015 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 2W..94 3) Water Resistance Test, per FBC, TAS 202-94 . .... ...... 4) Large Missile Impact Test per FBC, TAS 201•-940*00 5) Cyclic Wind Pressure Loading per FBC, TAYN 94 ; ; 0 6) Forced Entry Test, per FBC 2411 3.2.1, TAS .00094 .... :"": along with marked -up drawings and installation diagram of a casement winao4; • • : • • prepared by Hurricane Engineering and Testing, Inc., Test Report;,No. ; • • • *0000 HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed Ahdo?ealed by Candido 0 0 F. Font P.E. :0 0:0: 0 • (Submitted under NOA No. 11-0309.06) 0 0 0 0 .. .. . . . 4, C. CALCULATIONS 00 1. Anchor verification calculations and structural analysis, complying with FBC 511- rn.Edition Edition(2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. Ala rez, P. E. Product ntro Examiner NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) G. OTHERS • • • • 1. Notice of Acceptance No. 13.0206.07, issued to Eco Window $yst8uis, LLefdr their* Series "Eco -Guard 500" Outswing Aluminum Casementindow • ; �)J�VI.I., • •„• approved on 05/02/13 and expiring on 05/19/16. 006;0. 6 0 0 0000.. 0000 0000 . . 0000 0000 0000. 0000.. 0000 0000. 0000.. . . . . 0000.. .... % . . .. 0000.. Manuel P e , . E. Product Contro Ez iner NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 E-2 ECO -GUARD SERIES -500 ALUMINUM OUTSWING CASEMENT WINDO{Y APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THESE WINDOWS ARE RATED FOR URGE k SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. z s 1/0' HEAT STREN'D. CUSS .090' Interlayer DuPont Butocile PVB By 'Kworoy America, Inc.' rf/8' HEAT STRF.N'D. GLASS 1 SILICONE /-DOW CORNING 899 GLASS TYPE 'A' r - i I 37" WINDOW WIC 35' VENT WIOT FALSE MUNTINS 29 3/8" (SURFACE APPUEO)-\ D.L. OPG. MAY BE USED ,2' MAXIMUM DESIGN LOAD RATING = + 70.0 PSF HEA[ (FOR SIZES SHOWN OR SMALLER) — 75.0 PSF SILL /8' TEMP. GLASS 3/8" AIR SPACE 1/8" HEAT STREN'D. CUSS .090' Interlayer F- DuPont Bulocite PVB 1 By 'Kumray America, Inc.' Ir-1/8' HEAT STREN'O. GLASS DOW CORNING 899 II UW_ / n o 3 Az I,M m - mw �z \ n g 00 \ n n n p VI 0 a U U IL ,2' MAXIMUM DESIGN LOAD RATING = + 70.0 PSF HEA[ (FOR SIZES SHOWN OR SMALLER) — 75.0 PSF SILL /8' TEMP. GLASS 3/8" AIR SPACE 1/8" HEAT STREN'D. CUSS .090' Interlayer F- DuPont Bulocite PVB 1 By 'Kumray America, Inc.' Ir-1/8' HEAT STREN'O. GLASS DOW CORNING 899 50-5/8" 1 4 63' 1 5 76' 6 3/16" HEAT STREN'D. GLASS e .090' Interlayer PRODUCTREVISED $ N DuPont Bulocite PV8 m complytny,vlth the Florida o By Kuraray America, Inc.' BuildlnB Code r' X 1? Acupfanu No Q �`�, B 3/16' HEAT STREN'D. GLASS UNoaDW isO��i. H a 3 E ti SILICONE t,�.tt ada pro Ya CoPtra 3 F DOW CORNING 899 NO • • • • • • • • • • 3 GLASS CAPACITIES ON THIS SHEET ARE r 3A \ •e •'I I • • 0 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) •N • • • II • • • AND FLORIDA BUILDING COMMISSION • • • • • DECLARATORY STATEMENT DCA05-DEC-219 ' 20 '•• • • 'I !I 0 • •• I I Engr. JAVAD AHMAO rcCML 0 O FIA. PEM 70592 AT 1/4 POINTS • • • • u CA.N. 3538 21 19 ALL SIZES • ! • • • • • • • SETTING BLOCKS AT INSUL. LAM. GL AS= • • • • • • • • • • • • • NOTCH GLAZING BEAD LEG • • • • • • • • GLASS • TYP 'AA' TO CLEAR BLOCKS • • GLASS* TY➢E• '11' • • • GLAZING OPTIONS 2 3 2015 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • drawing no. W1 1-05 UW_ 0 Z p 3 O a mw �z g 00 n p 0 a U U IL It 0t a vg M 0IL�tg 3 �J 041. � H e 0: all ALL/ Zz o�� O U o J j 3 W n \IMAX. OINT LOCK EAD/SILL LOCKING POINTS SEE CHART 0 C7 r7 ;ORNERS NO. NO. OF Z 3 m 3: UPTOGH7 _ AT SASH o Z 0 26' 2 •� 38-.1/fl" 3 ur W rn 50-5/8" 1 4 63' 1 5 76' 6 3/16" HEAT STREN'D. GLASS e .090' Interlayer PRODUCTREVISED $ N DuPont Bulocite PV8 m complytny,vlth the Florida o By Kuraray America, Inc.' BuildlnB Code r' X 1? Acupfanu No Q �`�, B 3/16' HEAT STREN'D. GLASS UNoaDW isO��i. H a 3 E ti SILICONE t,�.tt ada pro Ya CoPtra 3 F DOW CORNING 899 NO • • • • • • • • • • 3 GLASS CAPACITIES ON THIS SHEET ARE r 3A \ •e •'I I • • 0 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) •N • • • II • • • AND FLORIDA BUILDING COMMISSION • • • • • DECLARATORY STATEMENT DCA05-DEC-219 ' 20 '•• • • 'I !I 0 • •• I I Engr. JAVAD AHMAO rcCML 0 O FIA. PEM 70592 AT 1/4 POINTS • • • • u CA.N. 3538 21 19 ALL SIZES • ! • • • • • • • SETTING BLOCKS AT INSUL. LAM. GL AS= • • • • • • • • • • • • • NOTCH GLAZING BEAD LEG • • • • • • • • GLASS • TYP 'AA' TO CLEAR BLOCKS • • GLASS* TY➢E• '11' • • • GLAZING OPTIONS 2 3 2015 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • drawing no. W1 1-05 RUCK TYPICAL FO' --- FrMIAMI—DADE—-----COUNTYAPPROV--- ---ED —I I I I I j SEE MULLSEPARATIE NOA ULLION ANCHORS EDGE 1, DIST. m TYPICAI FO WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. TYPICAL ANCHORS: SEE ELEV. FOR SPACING DIA. ULTRACON BY 'ELCO' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" (Fu -177 KSI, FY -155 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES —' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) A14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. IRY INTO WOOD STRUCTURE = 1" MIN. woOD RucK INTO METAL STRUCTURE 3/4" MIN. t7 • • 0*: •WOQD AT•HEAD• SII _ OR •I,4MBS SG - 0.55 MIN. t5 I • •COVCRraE AT MEAD# SIIL OR JAMBS f'c - 3000 PSI MIN. ♦ I _ I i • • • • •• ••• Oo-•0 ROLLOWMLLED RORMAL WEIGHT CMU AT JAMBS f'rn 2000 PSI MIN. • • • • • • • •• • • • •• _10I CML xI FIA PE R 70592 RLOWCTRSVISED • • • • v • 'I v ' . • • :• 11 colll{11y1ngMIRIIheF=ole t • • • • • • _ L ANCHORS' Ru Cods Z%•2� •� SEE ELEV. 3Q FOR SPACING Exdmtl c DAN ��15 • SEE EEDGE DISE. N Niaml oda Produce Con Yol ••• • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z n OZ W Q 4 r o° it OG v 0 0 IL < 0.3 r� 'w w In ( N A r � N aZ Drawing no. W 1 1-05 �U 1/4' MAX. 1/4- MAX. O 11 SHIMS 1/4' MAX. SHIM C 5 O 12 18Y SHIM O 4A WOOD BUCK iiiddd 10 4 8 tv 1 a _ P TYPICAL ANCHORS 2BY WOOD BUC 4 O SEE EIEV. Li U TYPICAL ANCHORS __________SCREEN OPT. ------------- .. FOR SPACING O SEE ELLV. 00 STR RE O� FOR SPACING 0 1 1/2 O a _ m 0 ONE .06 x 3�A a w Zto - o 8 7 W JAM 1 EXTERIOR TYPICAL ANCHORS Q wti f k METALv v SEE ELEV. STRUCTURE D.L. OPG. FOR SPACING VENT WIDTH U o J J rn J jt WINDOW WIDTH 3 2 ui m � m W .�M.. to MIAMI-DADE COUNTY 3O p M APPROVED MULLION I m SEE SEPARATE NOA3 Z m TYPICAL ANCHORS Z n SEE ELEV. FOR SPACING 0 U, �w w rn Wm k ------- I I I I II II 11 II I I I _ j K a II II m WINDOW MOTH WINODW WIDTH c o - n •• ••• • • • • • •• p • • • • • • • • • y S •• ••• •• • • • •• Eng,: JAVAO AHMAD •1 0 CML M PE / 70592 0 C , N. 3538 PRODUCI'RBWS� • • • • • • u congtlyNgodtLb HDeld• • • • • • • o g Building Cad• is • �• S • • • Ampta No i1w"7 �Tl ('iy • • • Bx imUmDae• /JAZZ• • • • • drawing no. °j' J 2 3 2015 W1 1-05 bdimn ad, Pro oct Con 1 sheet 3 of 6 ••• • • • • ••• • • •• • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL SEE ELEV. FOR ALT. MH DYA:ING MIAMI—DADE COUNTY APPROVED 1 MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. I I TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS ALT. TYPICAL ANCHORS SEE ELLV. FOR SPACING n a. 0 v PRODUCT REVISED ea complying whit the Florida Building Coda Aamptanc•No ��+—f'�46 F_ undo" Delo •• • • .• • • • • • • • M do We uct Con rol INSTALLATION DETAILS {PITH FLUSH•ERAME ADAPTER • •99 •AVAO MAo QAL FL. PE / 70592 CA 3536 • •�• • 4,• • • • • • • • • • • • • • • • • •• • • . •• • • • • ' U15 . . . . . . . . . . •• •• . .• . .. .. ... . . ... . . n r drawing no. W11-05 ill Ed FRAME HEAD/SILL/JAMB VENT GLAZING BEAD (5/16" LAM. GLASS) .a03� I 045 1.172 GLAZING BEAD (INSUL. LAM. GLASS) GLAZING BEAD (7/16" LAM. GLASS) 2.686 0627 1 r 300 69 2.611--I1 15 FLUSH FRAME ADAPTER 1.750 .493 1,750 .493 14 CORNER KEY 245 78� 0 II II—x.120 1�1asa--1—r SNUBBER - FRAME 245 .Tajo I x.120 J.720 UT SNUBBER - VENT SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. ITER PART I QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E501 4 FRAME HEAD/SILL/JAMB 606J -T6 - 2 E502 4 VENT 6063-T6 3 FY10a AS RECD. GLAZING BEAD (5/16' IAM. GLASS) 6063-T6 3A E505 AS REOD. GLAZING BEAD (INSUL LAM. CLASS) _ 6063-16 - 39 FY109 AS REDO. _ GLAZING BEAD (7/16' LAM. CUSS) 6063-T6 - 4 E508 AS READ. SNUBBER - VENT. FULL LENGTH 6063-T6 - 4A E509 AS REDD. SNUBBER - FRAME, FULL LENGTH 6063-T6 - 5 E506 OPTIONAL SCREEN FRAME 6063-T5 - 7 #10 X 1-1/4'• AS READ. FRAME AND VENT ASSEMBLY SCREWS H WH SMS a E203 AS REOD. BULB WEATHERSTRIPPING, OUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS RECD, GLAZING BEAD BULB, 65 SANTOPRENE LLTRAFAB 10 11 35.12.00.400 13096.92 2/ VENT 1 _DUROMETER 4 BAR HINGE, AT TOP AND BOTTOM MULTI POINT LOCK SYSTEM STEEL ZAMAK TRUTH, INSTALLED WITH (2) x'10 % 5/a' SDS TRUTH 12 - 6/ VENT KEEPER STEEL - 13 - 1/ VENT ROTO OPERATOR 2AMAK/STL TfiUTI 14 PSJ40-SS 2/ CORNER _ _ FRAME/VENT CORNER KEY ST. STEEL 15 FY120 AS REOD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 16 - 3AMI SAG SKATE NYLON M&M PLASTICS 17 I10 % 1-1/4' Z/ SKATE DI SDS SKATE SCREWS 16 19 118 X 3/4' A5 REQD. LRE F11 SMS SNUBBER SCREWS SETRNG BLOCK, 3/16' X 3/1' % 4' LONG - EPOM IN PAIRS 2' APART, PAIRS SPACED AT 7-3/4' O.C. DUROMETER a0i:5 SHORE A 20 _ FLO-50 - GLASS SPACER -HIGH SIDCONE FRANK LOWE 21 - - INSUL GLASS EOCE SPACER ST. STEEL CARDINAL XL LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 Xj5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' PRODUCf RBV13BD LOCATED AT TOP AND BOTTOM CORNERS o complying with Dn FWdK FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS 'A' Code ACCCp1Y16•No*_70l�!1O OPERATOR: U0B °atllSINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END • • • • • • • • • • • FASTENED WITH (6) #10 X 1" P PH SMS • • • • • • • • • •• ••• •• • • • •• OPERATOR TRACK #30175 AT BOTTOM RAIL r„q,; ,,AyAD Pif1,0iD FASTENED WITH (2) #10 X 1" P PH SMS II CeAL ANTI -SAG SKATES • ••• • • VINYL ANTI -SAG SKATES BY 'M&M PLASTICS' • • • • • • • • • (2) AT LOCK STILE AT 6-3/4" FROM TOP/B(KTON RAIb: • • • • • • (1) AT BOTTOM RAIL AT 4' FROM LOCK STILE • • • • EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. FIA. PE1 711592 CA.N. 538 • • JUN J 2015 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U. -W Z9 O � q F OW IL Iz 0 t Vo 11 0 IL > LLai�`o 1 F arowing no. W 11-05 M •• ••• • • • • • •• En9r. JAVAD AHMAD CML FLAPRODUCPREVISED PE / 70592 C.A.N. 38 as enmptyinp Mih FI • • • Uuildlna Coda • • • ACxPtunce NO Ex intion Detc ��Q +� • • • • 04\'205 • EY • • • • JU 2 2015 Mioml Prod i Co 9 •• • • • • ••• • • O w N Q a N 0 O IL �o vo DaQQ8 0goo QLUM LL z '" J0Mfi a zir V N J W i 3 � V � W n W z In taf y QOM N O oM Z �L z� o � U�0w � N Wrn�� z drowing no. W1 1-05 VAeNE FERRII.-L ARCHITECTURE .. PHONE: (954) 427-1(j-,9 ,QREVIZWED ❑ r"tErrlSE AND REWBht:`.' ❑ MECTFD F:3`rN!�H AS COW CTtM S oorrt,�Oormz< or oommort8 rnad3 oil u14 sf cp YrB.av„�gc ckKi lg Wo MIAM1•DADE roj�donOT044VCn, ,bc ;,cTM$Grpf(om - A wfth roq"emonta di-411114 t0d es k k QNy,or rovkw r,{ Eau r t `njrt!A1 v.nrt w1tt1 s��A'II-0ADE COUNTY, FLORIDA Md.,,,,,. wjM c><,m�t�w wn h $he trdwrn&RODUCT CONTROL, SECTION DEPARTMENT OF REGULAT QW=94R f Is r"PW►- 11805 SW 26 Street, Room 208 BOARD AND CODE ADbIiNIMUMMON wre -m aA cam• 6) 315-2590 F (786) 3152$99 NOTICNOTICE OF ACCE 1 "no or E mliv.—min mid nde.govleconomx - Eco Window Systems, I,LC d�ia�•�t te;a rr , 9114 NW 106 Street Miami, Fl. 33178 ' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of c08,-�Idation materials. The documentation submitted has been reviewed and accepted by Miaikii Dhcie Count .1-AER— Product Control Section to be used in Miami-Dade County and other areas where alrciwedby thoW'14fc+tity Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami YN0.4 Countx �'�pduct Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Mian*;Q04e Countylinerve the right to have this product or material tested for duality assurance purposes. If t1i1S4ir9duct or material 'fails to perform in the accepted manner,.the manufacturer will hicur the expense of svcll testing auAlhe AHJ may immediately revoke, modify, or suspend the use of such product or material erkk"their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade:Counly� PrNuct Control Section that this product or material fails to meet the requirements of the appf call .- building code. This product is approved as described herein, and has been designed to comply with 4theTloridg'Bgilding Code, including the High Velocity Hurricane Zone. • • • DESCRIPTION: Series "ECO-Guard Clipped” Aluminum Tube Mullion -L.M.I. APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion", -sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al-Farooq Corporation, signed and seated by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 thele has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Fallure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. I;. _ NOA No. 14-0529.16 M1AMlDADECOUNW r, C,;�Sa", Expiration Date: October23, 2019 ' 14 tet Approval Date: October 23, 2014 Page 3 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 0900 B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94... • • -- 2) 2) Uniform Static Air Pressure Test, Loading VWFBC, TAS 262-94 3) Water Resistance Test, per FBC, TAS 202-94* • • . • . • • • • • along with marked -up drawings and installation diagram o f *a ;lipped ;J}jyrum mullion at fixed windows, prepared by Hurricane Engineering A.Testing, Idr, , Test Report No. HETI 08-2192A, dated 01/15/09, signed and sealed bac Candido F. Font, P. E. • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2QI-9.4. 2) Cyclic Wind Pressure Loading per FBC, TAS 2030 94 • • • along with marked up drawings and installation diagram of a clipped aluminum mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-219211 and HETI-08-2166C, both dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a clipped aluminum mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with TBC -2010 and FBC 51" Edition (201.4), prepared by Al Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jnfine D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 Eco Window Systems, LLC NOTICE OI+' ACCEPTANCE: EVIDENCE SUBMITTED T. STATEMENTS 1. Statement letter of no Financial interest, conformance to and complying with FiBC 2010 and Z'i3C 5"Edition (2014), issued by AI Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated yfl21/13 • and signed by Kurt S. Browning, Secretary of State. • • .' 3. Laboratory compliance letter -for Test Reports No. &.. HE, TI-W21M2A, • • • • • HETI-08 2192B, HETI-08 21.66A and HETI-08-2166C; • -all issued by ; � � • � ; Hurricane Engineering & Testing, Inc., dated 01/15/09, § gmtt and .9ddltrd by ` Candido F. Font, P. E. "" • • 4. Proposal No. 08-0236 issued by the Product Control, datedVak/08,.§V d by .•.... Manuel Perez, P. E. . .' . . . . ...... G. OTHERS • 1. None. .".' Jaime D. Gascon Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 E-2 MULLION SYSTEM 9 RATED FOR LARCE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-OAOE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION ION PROPERTIES ONLY NOTES Tkft PRODUCT HAS BEEN OESICIED AND TESTED TO COMPLY WIN THE REOMMEMS OF AE FLOWIM OU0.dNG CODE NCIWINO MCH VETOCRY TNRNIGME 201E (HMR} ALL CLA2NG PRODUCTS USED WITH THESE MUUAONS MUST MEET THE APPLICAME fULOING CODE REQUIREMENTS I.Es WIND LOAM WATER WILIAATDNM FOR= EKW RESSTANCE, SFEGtP= ETC. GOOD MIC0 BY OMHEIIS. MUST BE AKCIpRED PROPERLY TO TIM M LOAM TO THE STNICAW. MOON SHALL BE A3 LIVE0, SPACED AS SION ON OITM& (MILMUENT TO 94M UATERM. OWL BE BEYOID WALL COVERING iSIUM TILE ETC). AMICNORMG CONDITIONS ODER THAN TIIO= SHOWN N MESE DETAILS ME NOT PART Of IK ANROVAL A LOM OUMIRN RLCILFATE IS USED N OEM OF JV== MO WOOD ORLT. 4 aNtS WWWO an NOT HIRED To S UVV _TTN. SCKV. nuT OOUE MO CMACT YROI OMER =51OUR UAMUOU SPAU. UEET INE NEOWEUENIS OF AE ILaM BUG. COOS. INSTRUCTIONS: USE C VXM AND GRAM AS FOLLOWS. STEP i BELEINK DE" LOAD NEOUMCD PD1 ASCE 7 FOR PARLICULM OPENING. STEP 2 USE LRUX-OAOE COUNTY APPROVED GLAZWO PRODLM UEETNO ABOVE LOAD RDMAK UEHS STEP 3 USE COMRCLDN TO MULLION AS PM PRODUCT APPROVAL. USNG CIMRIS ON SHEET J SELECT "ILION SIZE Milt STEP4 DESIGN WINO LORE TIMN OCSICR LOAD SPECOIED N STEP L ABOVE ES USW 0001 TYPON SIKETS S OM MU I O ANCHOR CWXS STEP 5 ON SMELT 4 SEUCT ANCHOR TYPE NOHI OEM RAINO MOM IKW THE OESYCR LOADS SPMrKO N STEP 1 AOOVL H .AR SHAPES �AGG ALLOY _ 60S3 -TG . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . K 2 0 a � a� 0 09 .4 0 eag a mmng nG. M14-01 • • • • • • • Engn MAVAO MUM CIVIL FIA PE i796!3 CAN. 3378 PfpglF R('SIfYt APPA!t'Th T'In8ala�a .•• IkMeLp • • • •. • • . . • • / • •. . • • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . K 2 0 a � a� 0 09 .4 0 eag a mmng nG. M14-01 Ix- .9502 0\4 IN - L0374 M4 Sx - .6335 91\3 Sr 1.0167 6n3 1 x 3 STDI 611[fN 1x4 I 60{3-T6 uUM 6M3 -T6 IN - 1.536 M+ Sx .. IAM ►n3 1 X 3 CUSTOM FdULL10N COGS -T6 IN - 3.1675 in4 Sx - IAws ani 1 X 4 CUSTOAI_mJLLIOId CM3 -T6 IN - 2.9762 ►n4 Sx - 1.4661 en3 2 x 4 LION 6M3 -T6 IN -6.2757 rn1 Sx - 2.7566 ani 2 X 6 STD, MULLIO 6063-16 .125 2.125 .125 c .725 App�nLdmwmPl37n3ri011Ee ze6o tn�. TM. tU Iain •• ••• • • • • • •• NOTrN rbTal • • • • g 1/2 - 0Pe0NA 1 • • • • • • • • • • • MN. • • • • • • • • • + 0 0 •• ••• •• 6#6^ 'r R& R 705!2 g 1.12- 0 1 CUM5336 1/Y m A K. yy • • • • • • • • • i1 Y " O drwvMg no. MK:Lc Ct.IP Seln LION_ CSPG1JON CLIP • • • • • • • • • . M14— 1 CM3 -T6 6003-T6 now -T6 • • • • • • yry5 1 2 0l g ••• • • • • ••• 0 • s� 8 IL aaM C V � • • • • • • • O aha •• •• • • • •• ISTe ••• • • It 15.2031 in4 S% . SAM RN3 rn p C1 • N 2 x 6 11EnW tdUlUON 6063-T6 � W m � W � A „n Z O o n Z 3 Ed a 0m8k .125 2.125 .125 c .725 App�nLdmwmPl37n3ri011Ee ze6o tn�. TM. tU Iain •• ••• • • • • • •• NOTrN rbTal • • • • g 1/2 - 0Pe0NA 1 • • • • • • • • • • • MN. • • • • • • • • • + 0 0 •• ••• •• 6#6^ 'r R& R 705!2 g 1.12- 0 1 CUM5336 1/Y m A K. yy • • • • • • • • • i1 Y " O drwvMg no. MK:Lc Ct.IP Seln LION_ CSPG1JON CLIP • • • • • • • • • . M14— 1 CM3 -T6 6003-T6 now -T6 • • • • • • yry5 1 2 0l g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PS► (TUBE MULI30N8) DTSTCN LOAD CAPMW - PSP (TUBE ]VULU0115) DFMGN LOAD CAPACITY -PST (TUBE MU1I30NS) V WINDOW *&,-,I m VISM 1A U pm I X S aiD. 1 X 1 9-M 11 X 3 CU - _ - - 1 X 4 2 X 412 CUS3LY STD. X 0 STEL 1 ' X 8 HEAVY WINDOW wwm M DINS. MML SPµ I 'X 3 •X 4 STP. M. "' 3 % 4 2 X I X O CUSTOM CUSTOM M. STD. z X 0 HP.AVY YiffDo OiLiS. VAOTH (q) NULL SPAN 1 X 8 1 X 4 3 X 5 t%/ 0 X 4 ETD• STD. CUST09 CUSTOLI STD. 2% 6 STD. " X d HEAVY Y 18-1/8 7.6-I/Y 30' 3Y 120.0 120A I20A 120.0 120.0 _'_'_ 120.0 -_- 120.0 10-I/6" 26-1/2' 30• 37• 74A .-__...- 120A 120A 120.0 t2MO 120.0 120.0 19-1/6• 26-1/2' 30' 3T - - - 592 53.3 120.0 t20.0 O F 2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 .� 516 115.4 67.1 120.0 1200 120.0 120.0 - - 420 JA9 11t.G IMO _._.._ 420.0 IMO 120.0 120A 1240 120.0 120.0 _-........_ ._....�..._ .�__ 47.5 IOTA 780 IMO 120.0 IMO 120,0 __ ...__... -._�. _...._. _ - - 37A 353 96.1 120A 120M IMO IMO 1M0 120.0 t20.0 120.0 t20.O - - - 300_ 246 793 120.0 42' 46' 54' 60' or 72' 38-3/0• 120.0 IMO 120.0 120.0 120A 120.0 120.0 4Y 46• 54' 00• 66' 7Y 74-1/4' _36.5 M _62.6_ 770 _62.4_ 55.0 _120.0 1119 _120_.0_ _1M0_ 106.4 120.0 120.0 4Y 48' 54' 60' 60• 72• 120" - - 27.0 252_ 70.1 1M0 a Q. -0 t- O t 0 ` O 4g4g4g 120.0 120A 120.0 120A 1M0 120.0 1M0 29.7 63.7 48.1 99.7 911 120.0 _- - - 220 61.3 112.6 120A 120.0 120.0 120.0 120.0 120A IMO _120.0 284 56.6 42.7 80.1 627 120.0 120.0 427.6 - - - 210 - _ 540 110.1_ .. - - - - -NA_ --l0.1 120.0 120.0 IMO 120.0 1240 120.0 120.0 23.8 510 36.5 79.7 74.4 1200 120.0 1125 _IMO_ 120.0 1M0 1240 120.0 120.0 2- 463 350 723 57.7 1700 9240 - - - - - 44.6 81.9 'I IZ- 120.0 1200 120.0 1240 120.0 120.0 - 423 32.1 665 62A 120.0 t20.0 - - - - - 40.9 MI 19-1/9" 24-1/Y 30' 120.0 12MO 120A 120.0 120A 120.0 120.0 120A 120A 1240 120A 120.0 t20.d 1240 IMO 120A t20.0 12MO 120.0 IMO 120A 19-1/6' 20-1/2' JO' 515 110.4 03.4 120.0 120.0 120.0 1200 19-I/6• 28-1/Y 30' - - - 44.5 41.6 1110 120.0 14 0 -04 Qi 41 FYi 37.2 79.7 60.2 120.0 1184 120.0 120-0 - - 32.1 300 814 120A 32.3 70.4 SS.t 110.2 102A 120.0 120.0 - - - 281 20.5 7a7 120.0 120.0 12MO 120.0 1M0 MO 120.0 120.0 260 ._.. _ 57.1 4.....444 43.1 NJ 814 120.0 120.0 - - - 230 21S SSA IOLA 37' 4Y 37' 4Y 3T 42' 6( F 12OA 120.0 120.0 120.0 120A 120.0 120.0 500 380 707_ 73.5 1280 1M0 - _ _'(Sim 52.6 69.7 IMO 120.0 120.0 120.0 140.0 120.0 120.0 _73.4 20.5 NA 33.2 66.6 643 1240 120.0 _ - _20.3 46.1 84.6 48' 4Y 48• 84' 48' 132' 114A 1200 120D 120.0 120.0 12MO 1200 - - 79.1 352 293 260 61.2 55.1 57.1 1280 _,- 51.4 112A 120.0 I20A - - - -._ .....4..4.......4..4_- - - - - - 44.....44 40.9 300 75.2 67.7 84" 60' 68• )Y 5i' N' 66' n" W 60• 66' 72' 2 U g J X J t 1013 120.0 MOA 120.0 120A 120A IMO 940 120.0 120.0 120.0 1200 tMO 120.0 - 24.2 40.7 1014 120.0 - - - - - 3_35 615 S0.1 120.0 120.0 120.0 IMO 120.0 120.0 _320 _ _$0.I 293 22.1 459 428 93.8 120.0 - - - 30.7 SM 19-1/6' 26-1/2' JO' IMO IMO IMO 120.0 120.0 120.0 120.0 19-I/8' 25-1/2• 30' 34.6 740 55.8 1156 106.1 120.0 120.0 19-1/6• 26-1/Y JO' - - 343 32A 69.0 120.0 � W 1200 IMO 120.0 120.0 120.0 120.0 MOM 24.9 53.4 403 835 70.0 120.0 120.0 - - - 2<A 2a1 643 1iL0 SOA 120.0 120.0 120.0 120.0 120.0 120.0 • iL0 47.2 756 )JA 680 120.0 120.0 - - - 21.2 2i4 560 1043- 1133_ _ _. 101.5 120A _. 120.0 120A ... _.. _.- 120.0 120.0 120D 120.0 120.0 120-0 120.0 120.0 12010 - 382 289 592 559 120A 120.0 - - - - - 46A 843 37' 4Y 48' 54' 50-5/8' 37 ' 42' 48' 54' 96' 37' 4Y 46' 54' 144' 03 1- Z a $ Z ^ IL - 33.7 23A 52.7 49.2 120.0 IMO - - - - - 74.5 889 120.0 IMO 120. 120A 1M0 120.0 ___ 44.44. .......... _.._.... ._. , 760 120.0 120.0 120.0 120.0 12M 120.0 ----20...._ _...._. - 29.5 22J 46.1 43.1 107.6 120A _ _440.5 - - - - - 35.5 63.2 - 20.2 - 410 36.3 950 1204 - - - - - 315 SM - 71.1 114.0 1182 120.0 SOA 120.0 120.0 - 23.8 - 70.1 34.4 682 120.0 80• 6i 90• 66' 60' 88• 7 3 R 04.7 104.1 104.7 120.0 120.0 120.0 120.0 - 21.4 - 333 313 744 1".0 - - - - - 23.8 47.4 89.3 SM 96A 120A 120.0 120.0 120A - - 30.7 28.7 71.8 120.0 - - - - 2L7^w 72" 77' 7Y O ^� 19-1/8• 126.0 I20A 1240 120.0 120.0 120A 120.0 19-1/8' 613 789 120.0 120.0 W a- 20-1/2• 30• 681 77A 120A I= t200 120.0 120A SOA 120.0 120.0 1204 12MO 12MG 120.0 21-1/2' 30' - - 58.7 51.8 54A _1_20.0_ 484 120.0 120.0_ 120.0 tIS�1pECro10W W�I m s yk HORIZONTAL HORIZONTAL �L� - - JY 4Y 46' 83• SLI 356 IIRA 105.0 020 1011 900 78.7 120A 120.0 120.0 120.0 120A 120.0 120.0 120.0 120.0 120A 120.0 120.0 SY 42• 48• - 108' - - - - - 4LO 370 32.4 392 INA 34.6 1141 30.2 84.1 120.0 120.0 1M0 VERTWAL PEOWCf 51' 622 70A 03A 67.2 573 r3E _i _.__EIA 525 120A 115.7 IOS_t ti.4 120.0 MA 91.2 90.0 120.0 120.0 120.0 120.0 120.0 1M0 120.0 120.0 34' 60' 66' 72' - - - - - - - - - - - - 28A 259 23.6 21.6 20.9 74.7 24.2 673 220 81.2 20.2 60.1 120.0 12MO 1113 103. IIIAU 1719 �NG y ' - ALL LOADS ARE EXT.(+)/INT.(-). f2A8M0 PRODUCT LIRINO PRODUCTMUUJO c • MUIONS • 1 -� - • • • +SPAN LL RATED IN THESE CHARTS MAY BE ORIENTED • • • VERTICM.LY OR HORIZONTALLY.• i i i i i i i • (INTERPOLATION BETWEEN WIDTHS ALLOWED) ?? TYPICAL MULLIQN ARRANYVENTS • CML1 9�1 FULPC 76542 Apr•r�sr6 � �'t�St4 xl 4x2 ��iJaR - •1iS �I¢ • • • • • gee t� • •1�• • +�!• P:LL44� 1-'• = '•.L� 6 6 • Fr~� T.�J ' `1 ".ai; � � � i F Browing rw. MULLIONS ` .- • • • • • ttf•---�>�s �`�--!. • • • t. • • M14-01 141e61 3 0( 9 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DE91ON )AAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSP DERION )AAD CAPACITY - PSP WINDOW DAIS. ANCHORS TYPE WINDOW DHIB. ANCHORS TYPE WINDOW DIMS. ANCIIORS TYPE �U Wan (f0. WARL YAM AZ A4 I A6 112 114• O41s 1ROO1 (11) WALL SPAH A7: A4 A6 02 D4a 04L mDn4 M) SPAN A2 A4 AO D2 D4• Rob 18-t/8' 2i-1/2' 120.0 120A 120.0 120.0 120.0 120.0 19-1/6' 26-1/i 120.0 120.0 120.0 101.4 120.0 120.0 10-1/8' 26-1/2' 97,9 120. 120.0 62.7 00.4 120A z EE Q 17 g 7240 120.0 120.0 120.0 120.0 IZOA 114.2_ 120.0__ 120.0 73.2 tOS.4 120.0 _ 70.0 120.0 120.0 453 86.2 10.8 IMG 120.0 120.0 120.0 120.0 120.0 100.8 120.0 120.0 645 011 IMO SL4 104.8 120.0 40.0 37.6 a0.0 30' 37' 30" 37' 30' 37' � 7 120.0 120.0 120.0 101.4 ;20.0 120.0 61.8 1205 120.0 32.4 SOA 863 120.0 31.4 46.7 649 120.0 120A 120.0 a!3 120.0 I= _ _ 445 773 1185 Me 41.1 57.1 4Y 49' 54' 80' 86" 31-]/8' Or 45' 54" 80` 86' 74-1/4' 725 I= 120A 44.2 __73.6 66.5 _ _104.a_ 62.4 42• 40' 64' 50' 68' 12or 0 � � L O ,4 QQgQQQ X111y4 a�Yit 41 120.0_ 1204120.0 762 112.8 120.0 635 109.9 120.0 40.4 S" ate 39.0 OLD 102.0 250 36.0 50.0 1044 120.0 120.0 al.6 100.1 120.0 SLO 97.7 120.0 35.9 31.7 7t.6 34.7 60.4 90.7 711 32.0 44.4 JI1 51.4 01.6 205 26.11 40.0 87.8 12.0.0 120,0 62.5 941 119.0 972 120.0 323 46.5 64.6 067 110.0 .,.120.0 _569_ 519_ 113.7 _..._......._ .�........ Me ties 29.4 42.3 S" 264 495 74.2 - 26.T JL4 73.3 109.9 243 382 53.9 72' 1113 1240 ;205 32.1 "A 1041 7r 72' 28,0 453 660 - 24.0 -333 > 0 4C10-1/0' 120.0 120.0 126.0 120.0 120.0 120A t0-1/8' 26-1/2- P42.0 120.0 12OA $S2 120A 120.0 19-1/8' 26-1/Y 995 120.0 1240 575 82.1 114.121-1/2' 120.0 128.0 120.0 120.0 1MO 120.0 120.0 120.0 84.793.2 120.0 64.2 IILA 120A 41.2 5!3 81.330' 120.0 120,0 IMO 114.3 120.0 120.0 120.0 1M.0 57.1 823 1143 65.7 948 120.0 36.4 32.4 72.7I3Y 30' 30' 120.0 120.0 120.0 91.7 1200 I2" 120.0 1204 463 66.7 92.7 46.0 542 120.0 205 4L5 52.0 37' 3Y p tMA 120.0 IMO 612 117.8 120.0 617 117,0 IM.0 405 Bad 61.6 _ 403 746_ 106* 20.0 375 51! 42' 42' 42' Q ii F 48' 61' 60' 42- 111.4 120.0 120.0 715 102.0 120.0 48' 54' 60' 04• 60.7 87,1 IMO 35.7 31.4 71.4 45' 54' CO. far 355 Me 817 2L7 317 43.6-- J 905 t20A i20A 615 915 120.0 49,3 863 iMA J{.7 45.7 835 315 $4.9 32A_ 202_ 29.1 40.4 861 120.0 120.0 SM 82.3 114.3 445 77,7 f16.6 26.6 41.1 57.1 _ 20.4 49.5 -74.2 - 28.2 36.4 815 tM0_ 120.0 51.9 74.5 1019 40S 70.6 106.0 205 37.4 $1.6 45.0 P.L. 67_.4_ - 2JA 33.1 66" 7Y 60.' 72` 68- 72' J 1 Z O Vl 743 120.0 120.0 47.6 08.6 952 37.1 64.0 87.1 234 ]43 47.8 _ 411 412 - T12 303 t9-1/8 18-1/Y 120-0 120.0 120.0 120.0 IMA 120.0 120.0 107.3 _120.0 120.0 120.0 1200 18-1/4' 26-1/Y 120A 120_0 120A 764 1119 120.0 19-1/8" 25-1/2' 81.6 120.0 120.0 52.3 75.3 104.8 J G 1165 120.0 120.0 Me 815 113.2 5113 102.5 120.0 37.7 61.3_ IMO 120A 120.0 _ 945 120.0 120.0_ 785 120.0 120A 340 72A 100.0 39' 30' 30' 52A 90.7 120.0 333 460 -68.7 116.0 7240 IMA 71.9 110.7 IMO 812 SS 7 - 110.3 -97.1^ _ 120.0 120.0 493 77.7 -_ 364 51.4 81.1 71.4 422 73.5 1103 27.0 38.! 54.1 37' 4Y 48' 54' 80' 66- 72' 60-3/8' 37' 42' 48' 14" a0'39.0 O8' 7l.' 98' 37• 42' 48' 54" 60' 66" 1. 141• Id m 9-1 F 3 n 0 Z Z T U._..........._ Z 105.7 120.0 110.0 67.7 67 5 1200 37.1 842 97.1 218 34.3 47.6 613 120.0 IMA 593 85.3 1183 482 555 120.0 311 43.0 62.5 43.3 Me 1133 272 405 Me 66.7 83.0 Me 30.0 41.7 82.2 1200 1204 SL7 7" 1053 Tam 269 60.4 75.8 - 20.7 37.0 _... 26.0 453 "A - 24.0 3).J 74A 120.0 120.0 47.4 66.3 94A 060 102.0 25.0 30.0 50.0 87.2 117.2 1200 411 62.1 813 315 61.8 92.7 1L7 32.7 45.5 _ 218 41.2 6t a_ - 215 61.10 1073 120 J!S 39.6 MO 325 SL7 BSA MR 30A 41.7 _ 21.r 372 T56.7 -^ 20.0 275 19-1/8• 120.0 120A 120.0 119.5 1200 120A 19-1/11" 10&a 120.0 120.0 09.7 100.4 1200 W q 7 of 16-1/2' 30' 37' tl•A 116.9 96.4 1200 120.0 1200 IMO _....6....__ _51.7 7L2 110.0 109.7 110.0 IMO 120.0 20-1/2' 30' 37' 763 69.3 120.0 120.0 120.0 120.0 120.0 303 44.4 _ 725 64.0 31.9 100.6 66.9 72.1 `7 C''�Cm �M \1- ARCHES TO K *escrow � ��A�� u� Fg6170MM' WWON - 41.' 49" 9J' $4.9 74.3 _IMO IMO 120.0 _IMO 120.0 120.0 �81A _69.0 54.4 47.6 79.4 60.6 106.0 952 4Y 4a' _56.2_ 485 100' 433 _060 883 Me 120A 1133 �30.0 31.7 275 45.7 40.0 93.5 Me 1411081 'r PRODUCT S4' Me 115.1 120.0 423 615 114.7 54" 3aS 07.2 100.7 24.7 355 40.4_ IaRl10x ' ' ''. -.._� c 80- 68" 72' 51.4 34.0 482 103.8 64.2 a63 129.0 119.0 120.0 3LI 74.e 31.7 54.9 4l.B 45.7 78.2 M3 835 60' 66" 72' 34.7 313 28.9 �._._ 50.4 513 50.4 _......._.... r.-....,.._.. 90.7 21.2 M4 203 75,0 32.0 _ 29.1 26.7 � 44.4-- 40.4 375 /CLAIM "m ADDUCT PRODUCT AHCHDR I 9 0 Cc Cc ALL LOADS ARE EXT.(+)/INT.(-). \, 111-181. Ct479C PRODUCT OWING PRODUCT TYPEJ4. c Y E • {7I • • •ANRS • • • • 4t .._N - o ANY ANCHOR CONDITION SHOWN HEREIN MAY COVERi • • •41!�.47i� • °c Ial LOCATIONS AT HEAD. SILL OR JAMB ENDS. �I,•� 1•!. �{ • • • i 61=Y3i �iY�wlr.A:AWEMEh S FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • • 404141, • WIDTH (W) _ z "� AYpm"atmn7lyinOR70t The ._.... ".-..- 1)204 ellwMC ,� • • • • 44!0 IKJ� • • • • • • • • • • �• • ;0•• •••• ANUAD u� PC CAM. 135730850 ��! `jANCHOR a x S � - Orotlhlq no.� (2014701 sheet o! ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYR= ARMORS 1 PER CLIP (1 ON EACH WING) _. I A� 1 © o T I----------- 1 I OAURC CLIP i i I Smw of INSIDE Mutt --� _...-.... _I . f14 SMS 1 1 114 SNS 1-3/4- OA. FRN. 1 1 4 PER CMP 4 00) n ANCHORS TYPE 'A2' TYPICAL AN 4 PER CLIP (1 ON EAC" LL\\\\\\ /14 SNS 1-3/4. D.C. FRN. 4 PER CUP A Vv.00RS. TYPE'A4' CLP INSIDE NO 2 PER AtZi TICAL ANCHORS: ANCHOR TYPES SUmwE NP. EMBED. LON. EDGE DIST. 1/4'DIA. ULTKACONS BY •ELW CONCRCEE (Tb -177 RSI. h-135 KSQ 1/4' 00. SELF ORRLRFO SCRERS METAL 1 1/11' 3/4' (MAX 5 CRS) CONCRETC - (a - 3000 PSI MBI. METAL - 1/8' AWL TNM STEEL q - 36 RSI FRN. 1/0' MRL 7H K. ALUMUM (6063-75 MN.) ANCHORS NAY BE HOC OR FLAT 11M. ALL CUPS AND ANGLES TO 11T SHUG Pro TUBE NOWONS CUPS OR INGLES CONNECTED DIRECTLY TO UASOt1RY TO BE PROTECIED WMI ALKALI -RESISTANT COATINGS. SUCH AS BM ANNOUS PAINT OR WATER-YRIRE METIMCRYLATE LACOUM G14r: JAYAO ANWD CA7L A1w+1ma..pITaP aiM lAe M ►E /76561 FMIiiR - C.A.H. 3516 pah teO116 i� - • • • • s • • • Mfl'�alwlOwl • • 00: • • , • • i�.r,- _ • i • • • • �iA� �,ti. Ga�" • � ��Ril • • • • 1*M14-01 n •P 3 draring no. alleel of 9 • • • ••• • • • • • • • • • • ••• • • 6 PER CUP (3 ON EACN /14 SVS 1-3/4' O.C. MW. 6 PER CUP ANCIiORS—=E 'AW OLP raw MULL raw.a iat� 2X2x T/6' AUAI ANCCE COmmm - TIC - 3000 PSI W. METAL - t/6' MIN. TUX. STEEL ry - 36 KSI WK i/6• MRI. TMC AWIRRRI (6087-T5 1RN.) ANCHORS MAY 8E HEX OR RAT ICAO. AM CUPS ATA MMES TO Rr SNUO INTO TVOE 1.07LEKW5. CUPS OR ANGM CONNECTED WECTEY TO ICASONRY TO OE PROTECtEO WIT AUCAU-RESISTANT COATRKS. SUCII AS OMMOUS PAW OR WATER-WWE MEnW-R7%A7E CADOWN. TYPICAL ANCIIORS: • • • • ANCHOR TTPCS SVOSTWE IMU EMBED. IAN. EOCE DIST. 3/4' OK UL7AAMIS BY 'E= CONCRETE 1-J/4' 2-1/2' (Po -177 KSI. Ty -135 KSO 1/4' Mk SEEP Owen SCREMS ;D 1/6' 3/4- (auOE s CRS) • • • • ••• COmmm - TIC - 3000 PSI W. METAL - t/6' MIN. TUX. STEEL ry - 36 KSI WK i/6• MRI. TMC AWIRRRI (6087-T5 1RN.) ANCHORS MAY 8E HEX OR RAT ICAO. AM CUPS ATA MMES TO Rr SNUO INTO TVOE 1.07LEKW5. CUPS OR ANGM CONNECTED WECTEY TO ICASONRY TO OE PROTECtEO WIT AUCAU-RESISTANT COATRKS. SUCII AS OMMOUS PAW OR WATER-WWE MEnW-R7%A7E CADOWN. •• ••• • • • • • •• • •• • • • • ••• • •• ••• rAv •• CNIL M ( 70512 CAA. 3535 A Maom ��• Tiwtd�Dpth6 • • • • V14i=5 • • W • • • • • • 47- r 14s 1i�--.��.�� • • • • • • • �•y i •a e+T• RiIY x � • • • • • • • • rliltl • • TIPM AN 1 PER CLIP (L on cc" j14 Sus PER CUP O— — Ls a ANCIIORS TYPE '132' 4 PER CLIP 114 SUS 1-3 /4' C. O.MK 4 PER CUP NCHOR.S TYPE. '134x' CLIP WSW w X\ \ m CUP sR 74911E mu W0p0 t -t/2• t' �� - 3 WOOD o 20Y WO00 DUCKS OR WOOD STRUCTURE S.D. - 0.55 MN. MASONRY •• C-90 HOLLOW/FILLE0 BLOCK r.. 1000 PSI LVIL z Z } sz IBS DAP T WOOD C0 NOT BY ECO WOIOOW U MUST SUSTAIN LOAN OdP100.0SDY CIAZNG SYSTEM AND TRANSFER ,.t THEM 70 BUILOWO STRUCTURE. W a 3 C ANCHORS MAY BE HEX OR FLAT HEAD. z 2 o of0 a� + lls Jai JvJ N J O lls m to TYPICAL ANCIIORS: j AANCHORtnMSU1131RA7E MN. EMDEa ra+. MM 1/ DIA. 4' UITRACONS BY 'ELM'' MASONttY I -J/1 -3/4-2_t/2' w D`v�t77 161, &.155 IM •• •.• • • • • • •• n • •• • • • • ••• • • • • • • • • • • • . NANO • • w _ t, CIA/ AP(amedAteeut Alva triltlis FLA, PE 751m f4wid7 DdDdiC • 9&0 . • uq kd. Z id�ptCb�N 9• i� • • • O • 1,4 %1 �C� �I� droving n0. (sliest 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z 2 o of0 a� + lls Jai JvJ N J O lls m to TYPICAL ANCIIORS: j AANCHORtnMSU1131RA7E MN. EMDEa ra+. MM 1/ DIA. 4' UITRACONS BY 'ELM'' MASONttY I -J/1 -3/4-2_t/2' w D`v�t77 161, &.155 IM •• •.• • • • • • •• n • •• • • • • ••• • • • • • • • • • • • . NANO • • w _ t, CIA/ AP(amedAteeut Alva triltlis FLA, PE 751m f4wid7 DdDdiC • 9&0 . • uq kd. Z id�ptCb�N 9• i� • • • O • 1,4 %1 �C� �I� droving n0. (sliest 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• •.• • • • • • •• n • •• • • • • ••• • • • • • • • • • • • . NANO • • w _ t, CIA/ AP(amedAteeut Alva triltlis FLA, PE 751m f4wid7 DdDdiC • 9&0 . • uq kd. Z id�ptCb�N 9• i� • • • O • 1,4 %1 �C� �I� droving n0. (sliest 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 PER Ctr (t OY3F� i `FLGAIM SHUT FITW9DEE UUI SMS / Iii 1 1-3/4' MW. O.C.11 PER CLIP L.....�._.._.1 .. NC ORS TYPE_ 'B4b' >YPrAL ANWM.s o a� o n � Of ci s to � 'yyFj1' O a TYPICAL ANCHORS:j w Si ANCHOR TYP[S SVDSTRAIE MRI. fMUE0. MN. f:Y1C! OQf. 1/ 4' Mk WRAOONS 5Y 'ElCO' MASONRY 1- • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I/4' (Fu.177 K9. Fy.153ILSQ ItOGD w SIIY WOOD DUCKS OR WOOD STRUCTURE S.G.. 0-% MIN. MASONRY - C-90 HOLLOW/FILLED MOCK Pm - 5000 PSI UK Z 3 ti BY OR SOY WOOD BUCKS NOT BY ECD WINDOW � � � M MUST SUSTAIN LOADS DIPOSEO BY GLAZING SYSTEM AND TRANSFER Q U TIIEM TO BINLOSIO STRUCTURE. W a K ANCHOR! MAY DE HEX OR FLAT IEAD. o a� o n � Of ci s to � 'yyFj1' O a TYPICAL ANCHORS:j w Si ANCHOR TYP[S SVDSTRAIE MRI. fMUE0. MN. f:Y1C! OQf. 1/ 4' Mk WRAOONS 5Y 'ElCO' MASONRY 1- • • • • • • • • • e - 1�1-�11 �II"'jll Upry JAWIFAWAD A NIu elGtla FLA. K tSJ 12 Oue hUeUd ../ • • • • • • q � � NOAb � � 2� • • • • � • • • • atF_ +Ia I aAugt fY • • • • • • • • • • • drorrielq no. Dr: '•' ;' �A1�237iU�r �� M14-01 t 8_or 9] • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SCC CHART rOR O= WK M XLION /14 M sus 2/ SIDE Ile HECK ALUM OWRICL 1 i LENOTH TO M SNUG IWO WL1IOf1 TME ulILL1DI) ASSDAMY 14 AI SUS CKW //'' M0. A.00[SS IIO1L� / TOR OUAM11xs 1 Tons SCREW CAI VE i 1 UWALLED N EMIM I %14 M SVS DIREcnon qp %y 1 2 PER CLIP I 1' O.O. WIL f 1 � 1.7/4• X 2' X 1% (FOR MY TUB* / 3/4' X 2' X 1/8' FIM ALUM I.W TUBEIJ MIO l2R TO RT SING NStOE IUOE ANCHORS DETAIL i1 METH. TO METAL OONNECTIDII /14 sus SZIMMT1 IE4. - MN. EDGE DIST. LIN. CL 70 Q SPACNG ALUMMIM s/.' 1/2' AMIOR I NO. OF QURT scRErn 111. 4 E A2 0%i U 8 to 0 j R W in 0 on & z z3iE f P ;r � - b , drawing no. M14-01 E,q,x'AD�A OA - CUL RA PE V512 fpiYYtdmaOVrlJAt/I�Ilkp •• •:. CAN. safe i�MfP�ll • . . • .. . .. .... . ATl I o1 QW • • • 0 0lIiA1 900 ... • • .. • • 2014. . 00 r • . • • •. • . . • . . . . . • . :0 .. . -.0 . .. .. o:. ... . . 0%i U 8 to 0 j R W in 0 on & z z3iE f P ;r � - b , drawing no. M14-01 ' MIAMI•DADE Y` DEPARTMENT OF REGULA' BOARD AND CODE ADMINI NOTICE OF ACCE IrW N9 FH . AACHrmaruRE *PHONE: (0'=,.,•#} 4,17-1tom 7 4�•r,-,res er �Omx,'txr.^.:?a^. rt•�c:re �n �i:� e?•w �*;•,:,irrv� rS+:ring � --o-J& not r-i� ) u+stera 3 s r r� .i; r m r , ,- MIANH—DADS COUNTY Wx ,* wkh re -,41U! r nk-radf- ` r Mn ani . T • atsiyfx•rc"' c „nom, ccr?�tl,cnn } �i�OODUCTCONTROLSECTION �T�G3i5idlkFlC-�BSQfirI�RER)r . o , ��,,� 11805 SW 26 Street Room 208 ios roWdF-(786) 315-2590 F (786) 315-2599 tw u dirrxxmsiorw tY s nn- ta:.rn�utm or o,swww.miamidade.eov/economy CGI Windows and Doors Inc :� s , � ,� �=�- 4- A. k' at � t{'r.. !�.Ma ry 10100 NW 25 Street Miami, FL 33172�- SCOPE: r-..-- .••• This NOA is being issued under the applicable rules and regulations governing the* se of eeAStructior> • • • ; • materials. The documentation submitted has been reviewed and accepted by Miami Dade Gdi%tU• RER- Product Control Section to be used in Miami Dade County and other areas where 9110dtd by tlTe Authority* • • • • Having Jurisdiction (AHJ). • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami-DadrMounty Pr(4q*ct,0ontroL . • • • • Section (in Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dade.�Nvgty) resee rvAtp right,.;..' to have this product or material tested for quality assurance purposes. If this prpe%t, br maw:w fails to 0 0 0 0 * perform in the accepted manner, the manufacturer will incur the expense of such.testing and the AAHJ may - immediately revoke, modify, or suspend the use of such product or material withi i theirijurisdi ctioitt.• RER• • • • • • reserves the right to revoke this acceptance, if it is determined by Miami Dade-Cop%y Product Control;....; Section,tnat this product or material fails to meet the requirements of the applicable bl diflg cods! 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 "Sentinel 150" Aluminum Sliding Glass Door iv/ wo Reinforcements - L.M.T. APPROVAL DOCUMENT: Drawing No. W10-31 Rev M, titled Series "Sentinel 150 Alum Sliding Glass Door (L.M.I.)", sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 05/20/10 and last revised on 07/27/17, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0619.06 and consists of page 1, this page 2 and evidence pages E-1, E-2, E-3 and E4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MiAMi•DADE COUNTY NOA No. 17-1011.18 . • • • • m �� / + Expiration Date: September 22, 2020 Approval Date: November 22, 2017 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al Farooq Corporation, dated Q5l—V/10 and last revised on O 1/11/16, signed and sealed by Javad Ahmad, I E• • • • • • • 0000 o • •• . •Y•• • 6011:46 Y• • •r•••• B. TESTS • 6666•• 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • • • • • 2) Uniform Static Air Pressure Test, Loading lVerBC TAS6202-94 • ••• 6666• 3) Water Resistance Test, per FBC, TAS 202-4 6 •666 4) Small Missile Impact Test per FBC, TAS 2Q1.;Q4 5) Cyclic Wind Pressure Loading per FBC, T;6 na-94 •• • • • • • 6 Forced Entry Test per FBC TAS 202-94 • . ; • • • • • • • along with marked—up drawings and installation diagram of gDaneol, Alam 9GD w% • Pockets & 135° and 90° corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont `Butacite" PVB interlayer, Duraseal(V and Super Spacer(& insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont "Butacite" PVB interlayer, l Jorge M. Plasencia, P. E. P oduct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) Duraseal® and Super Spacer(& insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by Ramesh Patel, P. E., with addendum letter dated 03/09/16 signed and sealed, by. Ramesh Patel, P.E. .... 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • .":'. 2) uniform Static Air Pressure Test, Loading per MC TASOIQ2 *94 3) Wafter Resistance Test, per FBC, TAS 202-94„� .... 4) Large Missile Impact Test per FBC, TAS 201,A4 • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS Off,, -,94 ; • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 0207-94 along with marked—up drawings and installation diagram of 6-paiieis �lum.SGri w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Fest Report2: ” CTLA -3011-W & -W-1, dated May 22 & 23, 2014 respectiver-A&I sigA P+gn4 sealed by Ramesh Patel, P. E. • • • (Note: These test reports have been revised by an addendum letter dated 09/24/14, issued by Certified Testing lab.) (Submitted under previous NOA# 14-0627.15) 6. 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, TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. RTL -0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12- 0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI -00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA #13-1121.081912-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FBC 51 Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300- 09. orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 0000 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, jn�p, for theit0 0 6006:0 "Sentry Glas® (Clear and White) Glass Interlay ers" dated OBPZ5115, exliuing on 0 • 07/04/18. 000000 •• •••••0 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical.Cpmpany (MA.) for .00000 0 0 their "Saflex CP-Saflex and Saflex HP Composites InterlayepvW-PET core"4ated • •; • • 06/19,14, expiring on 12/11/18. ••;••; ;••• •0000 • 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemica7.0Com�pany �1 •.) • 0 00 "'Saflex Clear and colored glass interlayer", dated 03/17/16 e plrir: on 0.5/21(21. 0 0 00:0 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for tre! 0 0• "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring l lii 1/1.6. .--,,o. 0000.. • •• • F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5` Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance statement, part of above referenced test reports. G. OTHERS 1. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I., approved on 03/05/15 and expiring on 09/22/20. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010, approved by BCCO. (Submitted underFrevious NDA# I4-0627.15) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-31 Rev M, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05•/? -010 and last revised on 07/27/17, signed and sealed by Javad Ahmad, P, E., • • • • • 6996:0 B. TESTS •••••• •• •••••• 1. i one. ..e*e: .... .... . C. CALCULATIONS ...... .... ..:..' 1. None. .. .. .... .... . D. QUALITY ASSURANCE • • 1. Miami—Dade Department of Regulatory and Economic Resources MR). • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0712.03 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core" dated 09/07/17, expiring on 12/11/18. 2. Notice of Acceptance No. 17-0712.05 issued Eastman Chemical Company (MA) "Saflex Clear and Color Glass Interlayers", dated 09/07/17 expiring on 05/21/21. 3. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifolg Ultraclear, Clear and Color PVB Glass Interlayer" dated 01/19/17, expiring 07/08/19. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 511 Edition (2014) and FBC 61 Edition (2017), and of no financial interest, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-0619.06, expiring on 09/22/2020. rge M. Plasencia, P. E. ProdAt Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-4 . . ... . . . ... .. .. . . . .. .. .00* .... ...... .... ..... . . . .. . n g z F 0 w §' � z s -0 • ••• • • • • •• w D • • • •• • • • • • • • • • • • ••• •f 0D M THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. CN aoo 8 c Z d tj 3a Q �ZF, n SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR U o DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON J g � O h C i n g 0 w §' -0 c O jL N n N ,Q� 0 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. c Z 3a SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR U o DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL $ $ `0� THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE `u 6 E5 REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDIHON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). °' g 1BY OR 26Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE LAMINATED GLASS AND nn as=n'ry ANCHORS S114L BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS, LAMINATED INSULATING GLASS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE USE CHARTS AS FOLLOWS. LARGE SMALL MISSILE IMPACT MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. x A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETER INE DESIGN WIND LOAD REQUIREMENT BASED , ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ON WIND VELOCITY, BLDG. HEIGHT, VINO ZONE' USING APPDCABU ASCE 7 STANDARD. MAT172WS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 PRODUCT REVISED COME MATO CONTACT WfTH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 2 FOR THE GLASS TYPE AND REINFORCING TO USE. as eo 1 ny with the Florida, REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. Building Cod40592 THIS PRODUCT APPROVAL IS GENERIC AND DOGS NOT PROVIDE INFORMATION STEP 3 USING CHARTS ON SHEET 13 SELECT ANCHOR OPTION NOA-No. 17.1011.18 -_ * WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED FORA SITE SPECIFIC PROJECT, LR. LIFE SAFETY S OF THIS PRODUCT, ADEQUACY IN STEP 1 ABOVE. Iration Data 09/22/2020 OF STRUCTURE RECEMNC THIS PRODUCT AND STALING AROUND OPENING FOR � •' WATER INFILTRATION RESISTANCE ETC. .pp ATE OF .'•!� To Ing no. 9 STEP 4 THE LOWEST APPL VALUE RESULTING FROM STEPS I AND 3 e„ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, •, oRroR:' ` SNALL APPLY TO EN RE SYSTEM. � d � W10 AND TO BE RENEWED BY BUILDING OFFICIAL Mia�O • Protluct onvol• Protluct onvol i s'0 A r IMALj111� sheet 1 oft$ 1 13/1 MIN. `--w 1i,E II<= 'o "> u 3 TRACK JAMB ANCHORS FALSE MUNTIN OPTIONAL • 6' (SEE SHEET 6, 8. 11 3' POCKET In I •• •• • • • •• •• • • • • • • • • • • • • •• 14' MAX. • • MS •/8' • • • • AN*fEAD IN PAIRS 2, 3 OR 4 PAIRS • • ••• • • • • ••• FALSE MUNTIN OPTIONAL • 6' (SEE SHEET 6, 8. 11 3' POCKET In I m ci o S L7 2 SHEET 23) 0 p n 7-� E m 3 262 13/16• MAX. DOOR FRAME WIDTH • •• 14' MAX. • • MS •/8' • • • • AN*fEAD IN PAIRS 2, 3 OR 4 PAIRS n z • NO •P ID • • • AT fIEAD/SILL/JAMBS ••\ • 0 3 �� AT SRLE ENDS AT 3' O.C. SEE SHEET 15 n � • • SEE CHART ON SHEET 15 • A • • • G1 • E FALSE MUNTIN OPTIONAL • (SEE SHEET 6, 8. 11 h POCKET In I m ci o S L7 2 SHEET 23) 0 p n 7-� E m 3 262 13/16• MAX. DOOR FRAME WIDTH HEAD ANCHORS 14' MAX. • • MS •/8' • • • • AN*fEAD IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL • NO •P ID • • • AT fIEAD/SILL/JAMBS ••\ • 0 3 �� AT SRLE ENDS AT 3' O.C. SEE SHEET 15 • • • • • • SEE CHART ON SHEET 15 • A • • • G1 • E FOR CAPACITY rI C, o—n -'i ----� i c �: REINFORCING OPTION LOCKS H NAL SEE 13 SEE SCAPACItt t� I I FOR 2 POINT 42 1/8' y?0L OP(�,1LL D.L. OPG. SINGLE LOCK SEE SHEET 24 FOR DESCRIPTION II �I 1 II II -- ' ` I SILL TYPE 82 ANCHORS 48 1/8- 2, 3 OR 4 PAIRS //P AT STILE ENDS INTO CONIC. / 48 1/8' PANEL WIDTH AT 3` O.C. SEE CHART ON SHEET 15 FOR CAPACITY TRACK :AD ANCHORS 6' MAX. HEAD/SILL CORNERS ---- (SEE SHEET 6, 8. 11 h POCKET In I m ci o S L7 2 SHEET 23) 0 p n 7-� I m 3 SILL ANCHORS =N I � o r e 0 3 �� c1 O h rI C, o—n -'i ----� i c �: POCKET JAMB (SEE SHEET 6, 8. 11 12 POCKET MON JAMB ANCHORS S L7 2 SHEET 23) 7-� 3 TRACK SILL ANCHORS (1) REFI mum (2) WR MUM (2) WEEP CWSTER (2) VEE1. OUSTER (2) YffP CLUSTER (2) 11E P MISTER (l) 1EFP CUSTR TYPICAL ELEVATION PRODUCT REVISED TESTED UNR as eomPlying with the Florida Building Code NDA -Na. 17-1011.18 D.L. OPENING Cxpimflon Date 09(22/2020 D.LO HEIGHT - DOOR FRAME HEIGHT - 9 11/16' O.LO. WIDTH a NOM. PANEL WIDTH - 6• BY PANEL HEIGHT - DOOR FRAME HE3GHT -1 3/16- Miami- a Product Control `AAAAN1lil 11 lllT�,/'' o =� ............ a ; 14' AJCENse •. g n 705W p , STATE OF :. � drawing no. ' iS....... W10-31 �riONA1.1A A �� sheet 2 of 28 1 13/16' Wmg 2 TRACK JAMB ANCHORS h U . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 190 9/16' MAX. DOOR FRAME WIDTH 42 1/8' 42 1/8- • • • • • IN �5R*s,,,, • • • • • HEAD ANCHORS EA MAX. • HEAD/SILL 2 3 OR 4 PAIRS _ L D.L. OPG. PRODUCT REVISED �' �:� eNaF•''•.'gG • T '7LifdA&S • • _ • 7R' AT STILE ENDS SEE SHEET 15 . ....... y li it • • .... NOA-No" 17-1011.1E SILL TYPE B2 ANCHORS- ,b 1/6^ 2, 3 OR 4 PAIRS 48 1/8' POCKET AT STILE ENDS I PANEL WIDTH JAMB ANCHORS •� • • • •TYP. • • • • DESCRIPTIO AT INTERLOCKS y i::• 2 TRACK HEAD ANCHORS • D.LO. WIDTH a NOM. PANEL WIDTH - 6' • • • • n PANEL HEIGHT DOOR FRAME HEIGHT -1 3/16' MAX. FOR CAPACITY I 2 7R -AC 190 9/16' MAX. DOOR FRAME WIDTH 42 1/8' 42 1/8- • • • • • IN �5R*s,,,, • • • • • HEAD ANCHORS EA MAX. • HEAD/SILL 2 3 OR 4 PAIRS _ L D.L. OPG. PRODUCT REVISED �' �:� eNaF•''•.'gG • T '7LifdA&S • • _ • 7R' AT STILE ENDS SEE SHEET 15 8• MAX. y li it • • • • • • • • • • NOA-No" 17-1011.1E ILL IUNfIN MNAL� a • • //�� •• (p1T • • • • • • • • �Fp CHARTONSHEEP 15 eee ATE OF ,- tp� sy drawing no. CORNSERS SILL TYPE B2 ANCHORS- ,b 1/6^ 2, 3 OR 4 PAIRS 48 1/8' POCKET AT STILE ENDS I PANEL WIDTH JAMB ANCHORS REINFORCING oFOR DESCRIPTIO AT INTERLOCKS SEE CH091" ON SHEET 15 OPTIONAL D.LO. WIDTH a NOM. PANEL WIDTH - 6' FOR CAPACITY SEE SHEET 13 PANEL HEIGHT DOOR FRAME HEIGHT -1 3/16' FOR CAPACITY 2 7R -AC M 42 1/8' 42 1/8- _ L D.L. OPG. PRODUCT REVISED �' �:� eNaF•''•.'gG ^ g 0 z as complying with the Florida noIlding Code• y li it B' Iill °� IIII NOA-No" 17-1011.1E SILL TYPE B2 ANCHORS- ,b 1/6^ 2, 3 OR 4 PAIRS 48 1/8' POCKET AT STILE ENDS I PANEL WIDTH JAMB ANCHORS REINFORCING PANEL WIDTH AT INTERLOCKS SEE CH091" ON SHEET 15 OPTIONAL D.LO. WIDTH a NOM. PANEL WIDTH - 6' FOR CAPACITY SEE SHEET 13 PANEL HEIGHT DOOR FRAME HEIGHT -1 3/16' FOR CAPACITY 2 7R -AC M 42 1/8' 42 1/8- ).L CPG. D.L. OPG. PRODUCT REVISED �' �:� eNaF•''•.'gG ^ g 0 z as complying with the Florida noIlding Code• y B' Iill °� IIII NOA-No" 17-1011.1E a rxplratlon Date 09122/2020 • � ATE OF ,- tp� sy drawing no. Miami -Or a prop act Control SS •••••• �yG ' 'A,�ffNA41�1�� w10-31 eheet 3 of28 0) av ausu (z) m QW0 sa SILL TYPE B2 ANCHORS- ,b 1/6^ 2, 3 OR 4 PAIRS 48 1/8' POCKET AT STILE ENDS I PANEL WIDTH JAMB ANCHORS D.. OPENINGc AT 3' O.C. PANEL WIDTH D.LOHEIGHT - DOOR FRAME HEIGHT - 9 11/16' SEE CH091" ON SHEET 15 D.LO. WIDTH a NOM. PANEL WIDTH - 6' FOR CAPACITY PANEL HEIGHT DOOR FRAME HEIGHT -1 3/16' 2 7R -AC 1111111/„ SILL ANCHORS PRODUCT REVISED �' �:� eNaF•''•.'gG ^ g MAX. TYP. as complying with the Florida noIlding Code• VIIh B' Iill °� IIII NOA-No" 17-1011.1E rxplratlon Date 09122/2020 • � ATE OF ,- tp� sy drawing no. Miami -Or a prop act Control SS •••••• �yG ' 'A,�ffNA41�1�� w10-31 eheet 3 of28 0) av ausu (z) m QW0 Cd axm p1 •r alclw (9 ■tr ausla TYPICAL (TFS•TED UNIT) ELEVATION REFER TO PAGES 14, 15, 17 k 18 FOR WEEP SIZE D.. OPENINGc oNYJo D.LOHEIGHT - DOOR FRAME HEIGHT - 9 11/16' n ° D.LO. WIDTH a NOM. PANEL WIDTH - 6' c° PANEL HEIGHT DOOR FRAME HEIGHT -1 3/16' 1111111/„ PRODUCT REVISED �' �:� eNaF•''•.'gG �, h as complying with the Florida noIlding Code• NOA-No" 17-1011.1E rxplratlon Date 09122/2020 • ATE OF ,- tp� sy drawing no. Miami -Or a prop act Control SS •••••• �yG ' 'A,�ffNA41�1�� w10-31 eheet 3 of28 If y/ U • _ o ro 14" • 4.0 • • • • • • •Ci1760R • EXTERIOR• . • 3 TRACK MAXHEAD 5/16' 148 9/1 6" 97 3/4' HEAD ANCHORS DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH a G c u FALSE MUNITN • • • • • • • : • • • • 14- MAX. 0 OJ L° HELD ANCHORS HEAD ANCHORS / • ANCHlRS4N PAIRS• 2, 3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS Q yl OPTIONAL 46 1 8' • • • AT H�DALJ. OWIMS • • • AT STILE ENDS SEE SHEET 15 AT CORNER STILE ENDS 6- MAX. Q' O C LL V NOM. PANEL WIDTH • • • • • • • AT 3" O.C. 1 FOR CAPACITY SHEET 15 HEAD 0 = y N 2 • • • • • • • '• SEE CHART ON SHEET 157SEE A • C • • E *00 FCAPACITY CORNERS 1 3/16" Baa REINFORCING `f° 4Z C - 1i_ AT INTERLOCKS j li7 m =c=��_ Sopn NAL EE SHEET 13 Q 61 S1i F FOR CAPACITY j II II 2 POINT DOUBLE LDC S /� m o s i 2 1/8 I I SEE SHEET 2 �E FOR ti o i - yyTL OPgyyI = � DESCRVIION 42 1/e' 2 POINT 42 1/6- g C S I ==p====, __ S2 D.L. OPG. DOUBLE LOCKS D.L. OPG. J 1 II II w n = I SEE SHEET 24 m ? FOR DESCRIPTION 0 Of N M U -m POCKET SILL TYPE B2 ANCHORS ` - 1/B- 48 1/8' JAMB ANCHORS SILL TYPE B2 ANCHORS 411 1/6. 2. 3 OR 4 PAIRSPANE 45 1/6. MOTH PANEL WIDTH � 2 OR 4 PAIRS AT CORNS11LE ENDS. AT STILE ENDS PANEL WIDTH ER :see: o 3 TRACK '� v . . . . . . . JAMB ANCHORS a ,a FOR CAPACITY . • • • • . . . . ... If y/ U • _ o ro 14" • 4.0 • • • • • • •Ci1760R • EXTERIOR• . • 3 TRACK MAXHEAD 5/16' 148 9/1 6" 97 3/4' HEAD ANCHORS DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH a G c u FALSE MUNITN • • • • • • • : • • • • 14- MAX. 0 OJ L° HELD ANCHORS HEAD ANCHORS / • ANCHlRS4N PAIRS• 2, 3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS Q yl OPTIONAL 46 1 8' • • • AT H�DALJ. OWIMS • • • AT STILE ENDS SEE SHEET 15 AT CORNER STILE ENDS 6- MAX. Q' O C LL V NOM. PANEL WIDTH • • • • • • • AT 3" O.C. 1 FOR CAPACITY SHEET 15 HEAD 0 = y N 2 • • • • • • • '• SEE CHART ON SHEET 157SEE A • C • • E *00 FCAPACITY CORNERS 1 3/16" Baa REINFORCING `f° 4Z C - 1i_ AT INTERLOCKS j li7 m =c=��_ Sopn NAL EE SHEET 13 Q 61 S1i F FOR CAPACITY j II II 2 POINT DOUBLE LDC S /� m o s i 2 1/8 I I SEE SHEET 2 �E FOR ti o i - yyTL OPgyyI = � DESCRVIION 42 1/e' 2 POINT 42 1/6- g C S I ==p====, __ S2 D.L. OPG. DOUBLE LOCKS D.L. OPG. J 1 II II w n = I SEE SHEET 24 m ? FOR DESCRIPTION 0 Of N M U -m POCKET SILL TYPE B2 ANCHORS ` - 1/B- 48 1/8' JAMB ANCHORS SILL TYPE B2 ANCHORS 411 1/6. 2. 3 OR 4 PAIRSPANE 45 1/6. MOTH PANEL WIDTH � 2 OR 4 PAIRS AT CORNS11LE ENDS. AT STILE ENDS PANEL WIDTH ER ,... PANEL WIDTH o 3 TRACK '� v SEE CHART ON SHEET 15 AT 3' O.C. FOR CAPACITY SEE CHART ON SHEET 15 JAMB ANCHORS a ,a FOR CAPACITY EXTERIOR EXTERIOR 3 TRACK e MAX. � NP. SILL ANCHORS (TESTED UNIT) 11ICAL ELEVATION ° o H c PRODUCT REVISED ; • JO�SF''•., �� i S n as y g Bonding Iyongewith the Florida '•._ 70682 a NOA-Mo.C U 17-1011.18 �} i• Expiration Date 09/22/2020 _ 0 STATE OF drawing no. BY Mi ,; ,',!.C•ORID P: ,fe\ ��'` �� W10-31 mi -0q • Prodoct ontrol ��r�r��NAL1Ep`� sheet 4 of 28 .. .. . . . .. .. . • . . ... . . . . ... XXXXXX (SHOWN) © EXTERIOR 0 OXXXXO DOOR FRAME WIDTH a3 C J H K XXXXXX (SHOWN) THIS APPROVAL QUALIFIES DOORS WITH APPROVED Q FRAME WIDTH D00_R FRAME W. • • • • • M --mm— I mom ' �� • 0. YlIDTH • • • • NDN-REINF. INTERLOCKS PRODUCT REVISED as us with the Florlda • • • • • • • SEE CHAF1r ON SHEET 13 NOA-No. 17-1011.15 Exp"vation Data 0922/2020 • Mia a noduct on Vo pZal o C R 04 N p F Q W 7 r IL 2 N11pp� Q Walt F W H • G 0r 90 XXX (SHOWN) • •• • • pl EXT IDR O C OXX XXO • • • • • • • • • • • • • • • • • • XXX (REVERSE) DOOR FRAME WIDTH FRAME NON-REINF. INTERLOCKS SEE CHART ON SHEET 13�� XXXXXX (SHOWN) © EXTERIOR 0 OXXXXO DOOR FRAME WIDTH a3 C J H K XXXXXX (SHOWN) THIS APPROVAL QUALIFIES DOORS WITH APPROVED Q © WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 © ARE PRESENT. M --mm— I mom M�� — -ppmmt XXXXXX (SHOWN) © EXTERIOR 0 OXXXXO DOOR FRAME WIDTH a3 C J H K XXXXXX (SHOWN) THIS APPROVAL QUALIFIES DOORS WITH APPROVED OV CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Z m e FOR DOORS USING 90' h 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO 160.0 PSF q F z� Q d S PRODUCT REVISED as us with the Florlda 0 00 t coaomplyt�rg g Codi 0. NOA-No. 17-1011.15 Exp"vation Data 0922/2020 Q; o C rBy rn V � wt Hvl Mia a noduct on Vo pZal o C R 04 N p F Q W 7 r IL 2 N11pp� Q Walt F 0 11 OH 90' CORNER DETAIL 'O' ON SHEET 22 135 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF Jl u DOOR FRAME WIDTH I�— rx OH J H D g a Io - S N ! XXXXXO (SHOWN) OXXXXO APPROVED_ CONFIGURATIONS NON -POCKETED DOORC_ (HON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE (3) TRACKS lHJ -REINF"INTERLOCKS CHART ON SHEET 13 EXTERIOR 1 OH \ / O 11 90' CORNER OETAIL '0' ON SHEET 22 \�L/NON-REINF. INTERLOCKS 13S CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF Ji SEE CHART ON SHEET 13 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FEIC. m o � h o¢�b� o v a = n maj ole s `i7 ' • 2 : 1� y y b drawing no. W 10-31 11 NAL 111111 sheet 5 of 28 5 e E . . ... . . . ... DOOR FRAME W. • .. • • • • • • • • A♦tEC w10TR • • • w • • • • •1 • lY To la PXXX(SHOWN) ) • • • • • 0V • XXXP •• • • • • • 000 •• DOOR FRAME WIDTH I` - S 3 I FOR DOORS USING 90' h 135' CORNER STILES 0 H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF g�lo I I M I I j H — • • w • • • • •1 • lY To la PXXX(SHOWN) ) • • • • • 0V • XXXP •• • • • • • 000 •• DOOR FRAME WIDTH I` - S 3 I FOR DOORS USING 90' h 135' CORNER STILES 0 LIMIT MAX. DESIGN LOADS TO ±60.0 PSF I j H — J Building Code .OA -No. 17-1011.18 R Expiration Data 09/2212020 Q I y 0 SP BY Op uuOtt W R MIamI- a roduct Control Q a I i M O"g R M I PXXXXXXP (SHOWN) L INTERLOCKS ON SHEET 13 NON _RDNF. INTERLOCKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. 3 Z FOR DOORS USING 90' h 135' CORNER STILES 0 LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED as complying with the Florida f Z q a s g a U Building Code .OA -No. 17-1011.18 O 8 CL O Expiration Data 09/2212020 Q I y 0 SP BY Op uuOtt W R MIamI- a roduct Control Q a O"g R drawing Do. GR F �ZRu o �nm e Q�Ws 3 6 EXTERIOR t 90' CORNER DETAIL '0' ON SHEET 22 8 135' CORNER DETAIL 'P' ON SHEET 22 10 OPTIONAL IN LIEU OF J O DOOR FRAME WIDTH 0 LU DOOR FRAME WIDTH NON-REINF. INTERLOCKS SE£ CHART ON SHEEP 13 I � r -- I lY I H H I� id a a ja o- I M K L_ PXXXXXX(SHOWN) O O EXTERIOR O OO PANEL WIDTH O XXXXXXP POCKET CAVITY NOT BY CGI 90' CORNER DETAL '0' ON SHEET 22 NOT PART OF THIS NOA OPTIOCNAL INORNER LIEU OF J ON SHEET 22 DOOR FRAME WIDTH DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 r -- I � IUYu' � H �yI gH I'ryI7L � is is 0 S I M N I M PXXXXXO(SHOWN) OXXXXXP APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE U TRACKS POCKETS ARE NOT PARE OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. v EXTERIOR v 90' CORNER NL 'O' ON SHEET 22 Iy PANEL WIDTHy 135 CORNER DETAIL 'PON SHEET 22 ...:' OPTIONAL IN LIEU OF J NOTE' 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 9 g c O A � drawing Do. W10-31 DOOR FRAME W. -- • H g 0- . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED s o 0 v as complying with the Florida Building 0.(N ry Cods Non -No. 17-1011.18 209 n . . ... . . . . a:. MAX. FRAME WIDTH REV WMRLOCKS �i D CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �� I.M. • Q• • • • • • H EXTERIOR c1 XO (SHOWN) • • • • • • • • • • R- ooh W„. MAX. FRAME WIDTH REINTERLOCKS /-SEE L CHART ON SHEET 13 71/ � f . j H a C, d&L1 0 EXTERIOR O L1 ID X 3/4" SMS o 0 90' CORNER DETAIL 'O' ON SHEET 22 OXO (SHOWN) 135' CORNER DETAIL 'P' ON SHEET 22 OXO (REVERSE) OPTIONAL IN UEU OF 41 DOOR FRAME WIDTH I rs H H w G J1 OXxo 90 CORNER DETAIL 'O' ON SHEET 22 xxxx(SIMIIAR) 135* CORNER DET, -JL 'P' ON SHEET 22 OPTIONAL IN UEU OF Jl APPROVED CONFIGURATIONS NOTE: NON—POCKETED DOORS (NON -REINFORCED SHOWN) 1.CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. SEE SHEET 13 FOR Op AND REINFORCING OPDONS 2, FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. TWO U TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. I •'� drawing no. W10-31 sheet7 of 28 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS 1R4 M WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o ARE PRESENT. Z m n 3 FOR DOORS USING 90* & 135' CORNER STILES C LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED s o 0 v as complying with the Florida Building 0.(N ry Cods Non -No. 17-1011.18 209 n Expiration Data 09122/2020 V u �. By a .0 N Mlam D • product control 0 LLzo�7?SaLT°� C I O0 O0 lJ is LU C O ^ o M N r 0 M N E C Z CJE IR U OXxo 90 CORNER DETAIL 'O' ON SHEET 22 xxxx(SIMIIAR) 135* CORNER DET, -JL 'P' ON SHEET 22 OPTIONAL IN UEU OF Jl APPROVED CONFIGURATIONS NOTE: NON—POCKETED DOORS (NON -REINFORCED SHOWN) 1.CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. SEE SHEET 13 FOR Op AND REINFORCING OPDONS 2, FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. TWO U TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. I •'� drawing no. W10-31 sheet7 of 28 DOOR FRAME WIDTH �~1 r-- LI 1� W I O 4 S 0 - PX (SHOWN) XP DOOR FRAME W. I I It 4-0 10 I I w I J la al PXXP . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... CAVITY NOT BY CGI TT OF THIS *Qc • • • • • • • DOOR AtAMF WIQT,i • • • • DOOR FRAME WIDTH I � I rS I H H 1 aI ^ I dX I M M I I I I I DOOR FRAME WIDTH tr 01- 0- J jn�0 o- � I K M- PXXXX (SHOWN) PXXXO XXXXP OXXXP .. .. .� • E11TER1 • • • • ®• • •• • • • • • ••• •• OOO�R DOOR FRAME WIDTH 114 NON -REINS INTERLOCKS L �---- SEE CHART ON SHEET 13 Z • Yal 0 H I U �Y pa V 3 lla a 0g�`'e M L1 � a iu iat - -- L O EXTERIOR O Lt Q 13.,- r PXX (SHOWN) XXP DOOR FRAME WIDTH 1 I IY YI I i L Q EXTERIOR 90' CORNER DEmL 'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF A NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. n 2_ FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13, c n 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. $ 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. p w F � C DOOR FRAME WIDTH 3 N M n O NON-REINF. INTERLOCKS d V 3 n SEE CHART ON SHEET 1317 I� �I la nI L/ \l ll 90P CORNER DETAIL '0' ON SHEET 22 t35 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF Jt DOOR FRAME MOTH NON-RDNF. INTERLOCKS SEE CHART ON SHEET 13 i I� I POCKETS ARE NOT PART OF THIS APPROVAL E111-1-1-1 Y j a AND TO BE REVIEWED BY AHJ. L ^ O EXTERIOR Oj O Q ., .`t`.,OI uNtN�r ' o_ v b 90' CORNER DUAL '0' ON SHEET 22 PRODUCT REVISED 135' CORNER DETAIL 'P' ON SHEET 22 29 comp1 Ing with the Florida OPTIONAL IN UEU OF J1 BuildinCodi Building 17.1011.18 Fac iration Date 09122/2020 APPROVED CONFIGURATIONS P POCKETED DOORS (NON -REINFORCED SHOWN) ey SEE SHEET 13 FOR DP AND REINFORCING OPTIONS IWlaml-0a Product ontro TWO (2) TRACKS OF ,Zt drawingv no. ?.. �_-:c�2w W10-31 v �I O'¢z� 8 THIS APPROVAL QUALIFIES DOORS WITH APPROVED a o CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS tyO N 0, WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 a 1u 2 E ARE PRESENT. FOR DOORS USING 90' & 13V CORNER STILES Y. z c - .J c 0 ,I LIMIT MAX. DESIGN LOADS TO ±60.0 PSF Q � m E.K NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. n 2_ FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13, c n 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. $ 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. p w F � C DOOR FRAME WIDTH 3 N M n O NON-REINF. INTERLOCKS d V 3 n SEE CHART ON SHEET 1317 I� �I la nI L/ \l ll 90P CORNER DETAIL '0' ON SHEET 22 t35 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF Jt DOOR FRAME MOTH NON-RDNF. INTERLOCKS SEE CHART ON SHEET 13 i I� I POCKETS ARE NOT PART OF THIS APPROVAL E111-1-1-1 Y j a AND TO BE REVIEWED BY AHJ. L ^ O EXTERIOR Oj O Q ., .`t`.,OI uNtN�r ' o_ v b 90' CORNER DUAL '0' ON SHEET 22 PRODUCT REVISED 135' CORNER DETAIL 'P' ON SHEET 22 29 comp1 Ing with the Florida OPTIONAL IN UEU OF J1 BuildinCodi Building 17.1011.18 Fac iration Date 09122/2020 APPROVED CONFIGURATIONS P POCKETED DOORS (NON -REINFORCED SHOWN) ey SEE SHEET 13 FOR DP AND REINFORCING OPTIONS IWlaml-0a Product ontro TWO (2) TRACKS OF ,Zt drawingv no. ?.. �_-:c�2w W10-31 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . PRODUCT REVISED O g as. eomplyln with the Florida Building Code 0. � p �, NOA-Io. 17-1011.18 • • • • • • • • • • . . ... . . . . ... H H � - _ Gn b Gi XXXX (SHOWN) 1 OXXX xxxo XXXX (REVERSE) ® O EXTERIOR OH DOOR FRAME WIDTH s 0 0 V o U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS IMS M WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 • • • ARE PRESENT. • • • • • • • • • •• • • • • • • • • PRODUCT REVISED O g as. eomplyln with the Florida Building Code 0. � p �, NOA-Io. 17-1011.18 • • • • • • • • • • Product ControlO d t; 2 �QZ�N •• • • • •• ••• •• O Np C i $ — n N • •. • • • • . •. • DOOR FRAME WIDTH • • • • • • • • • • • • • • .NO SEE CHART ON EET 13 3 n P D H H � - _ Gn b Gi XXXX (SHOWN) 1 OXXX xxxo XXXX (REVERSE) ® O EXTERIOR OH DOOR FRAME WIDTH s 0 0 XXXXXXXX (SHOWN) OXXXXXXO NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 C THIS APPROVAL QUALIFIES DOORS WITH APPROVED V o U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS IMS M WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILESLIMIT MAX. DESIGN LOADS TO ±60.0 PSF 71PI'", No 01 a 0 PRODUCT REVISED O g XXXXXXXX (SHOWN) OXXXXXXO NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 C THIS APPROVAL QUALIFIES DOORS WITH APPROVED V o U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS IMS M WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILESLIMIT MAX. DESIGN LOADS TO ±60.0 PSF 71PI'", T,a 01 a 0 PRODUCT REVISED O g as. eomplyln with the Florida Building Code 0. � p �, NOA-Io. 17-1011.18 O N n Expiration Date 09/22/2020 ()o `f of O �i o By OaD� Product ControlO d t; 2 �QZ�N o LL�n_ �1u°m�L O Np C i $ — n N 0`1 0 l 3 O � U n C t ON NON-REINF. INTERLOCKS — O SEE CHART ON EET 13 3 n APPROVED CONFI- AT10NS NON—POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J7 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. Ns- dmwing 9 no. W10-31 sheet 9 of 28 • ••• • • • • •• • DOOR FRAME WIDTH H J H �H H $ H 6- 0 S xxxxxxxx (SHOWN) oxxxxxxo DOOR FRAME WIDTH J O— 0 S XXXXXXXO (SHOWN) oxxxxxxo THIS APPROVAL QUALIFIES DOORS WITH APPROVED . .•. 4.0'n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ... Z q • J FOR DOORS USING 90' h 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED . . . . . . . . . . By 'Product oDiN miam antro 0 a 4g��6 Il.zo=$� QzWmi� C\ . . ... . . . : .. . • ••• • • • • •• • DOOR FRAME WIDTH H J H �H H $ H 6- 0 S xxxxxxxx (SHOWN) oxxxxxxo DOOR FRAME WIDTH J O— 0 S XXXXXXXO (SHOWN) oxxxxxxo THIS APPROVAL QUALIFIES DOORS WITH APPROVED U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS 4.0'n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Z q • J FOR DOORS USING 90' h 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED ¢ o c as complying with the Florlds Qldmg 9 0 N [t, tV NDA -No. 17-1011.18 o � Expiratlon Dab 09/22/2020 0 ti N p V By 'Product oDiN miam antro 0 a 4g��6 Il.zo=$� QzWmi� C\ BD• CORNER DETAIL '0' ON SHEET 22 135 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL N LIEU OF J .......... 90' CORNER DETAIL '0' ON SHEET 22 — v 135 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL N UEU OF J NOTE APPROVED OONFlGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—POCKETED DOORS (NON—REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. SEE SHEET 13 FOR Op AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCADLE PER FBC. I9M 70562 a TATE OF drawing no. �. _.. O... W11 0-311 . . ... . . . ... .... . ...... . . . . . . . . . . . . . ... . . . . ... • . • • • . • :00 •• • • • :0: . • . • • • • DOOR FRAME WIDTH DOOR FRAME WIDTH . • • • • . • NUJ PANEL WI/fFi NON-REINF. INTERLOCKS r- LI I H I o I M H Y a r'n• r � •lagih' ma. �==Jjmm' a am _ 0�' Itl r -lit I_ DOOR FRAME WIDTH S I ¢ la S i M I CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �1s% �Y WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 • • • • • • •• • • • • •• • • • • • • • • • • • • • • ••• • • • mlamFDaroduct ontrol O a o g qWd NNS ry aCIY=� Fo • . • • • . • :00 •• • • • :0: . • . • • • • DOOR FRAME WIDTH DOOR FRAME WIDTH . • • • • . • NUJ PANEL WI/fFi NON-REINF. INTERLOCKS r- LI I H I o I M H Y a r'n• r � •lagih' ma. �==Jjmm' a am _ 0�' Itl r -lit I_ DOOR FRAME WIDTH S I ¢ la S i M I 1 I OI I a I � I � 1 I PXXXXXXXXP (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NDN -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR (1) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. � NON -RD NF. INTFf1LOCKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �1s% �Y WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. �. FOR DOORS USING 90' k 135' CORNER STILES C q LIMIT MAX. DESIGN LOADS TO ±60.0 PSF �a �g PRODUCT REVISED ws complying the Fbrldw Q °O A Il Q NOA-No. 17-1011.18 li G mg Expira0on Date 09/22/2020 L1 o yT epi mlamFDaroduct ontrol O a o g qWd NNS ry 1 I OI I a I � I � 1 I PXXXXXXXXP (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NDN -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR (1) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. � NON -RD NF. INTFf1LOCKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �1s% �Y WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. �. FOR DOORS USING 90' k 135' CORNER STILES C q LIMIT MAX. DESIGN LOADS TO ±60.0 PSF �a �g PRODUCT REVISED ws complying the Fbrldw Q °O A wllh Building Coda Q NOA-No. 17-1011.18 (Y 13 G mg Expira0on Date 09/22/2020 L1 o yT epi mlamFDaroduct ontrol O a o g qWd NNS ry aCIY=� Fo aa�fd 0 ;- l - r--a!!W, ME-=— 101 v v --m L"J DCTERIOR LJ 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. LJ k -m) _ \\\11111111111jr' o ATE OFA drawing9 no. ., .o_.AtomoR•;�� W10-31 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES r' U Z • • • LIMIT MAX. DESIGN LOADS TO 160.0 PSF C b • 2 • • • • • • • • • • • • PRODUCT REVISED as eomplyln with the Florida ° �. s 00 • • • • • • • • • • • • • Building Code 17-1011.18 • • •• • • • • • • • • • • • • • • • • • • • ••• •• NOA-No. Ezphation Date 09/22/2020 By jx at () G o Mia. • ro uct control 0 o a O Q ,1 FRAME WIDTH Q IST 6 a '° NOM. PANEL WIDTH NON-RE1NF. INTERLOCKS YyII 11 2 W E 2 DOOR FRAME WIDTH r--- r-- L ---L- 1 1 SEE CHVtT ON SHEEP 13 IF, i . 3 17 Ip Q 622 I � I I 1 w IX Q pgH gg I� I I M C o I I I PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY OC NOT PMT OF THIS NOI DOOR FRAME WIDTH r - I It o p � M U I PXXXXXXXO (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHMN) SFE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PMT OF THIS APPROVAL AND TO BE REVIEWED BY AIIJ. O � I 1 0 EXTERIOR 90• CORNER DETAIL 'O' ON SHEET 22 135• CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J M 90• CORNER DETAIL 'O' ON SHEET 22 138 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY, 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23, 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. � n O C 1 n Y5' ` as _ 0 W c � c O =N o N In ODM i i O 3 h 301., 0 - 1 1 � a 70592 �'• y�� drawingo no. �o:A?om0�.•'�y1 W10-31 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DE81GN LOAD CAPACITY - PSF (GLASS) ROM. FAMR WIM n01� DOOR E f1D•QE%T.(+) GLASS TYPES 'A' t 'At' ��q o OF 1I/ INP 4I TR•i RE B. IM.(-) EKT. +) MT. -) 24-1/8 30-1/8 36-1/a 42-1/8 Bo 60.0 60.0 solo 110.0 60.0 60.0 60.0 50.0 r-D 60.0 60.0 60.0 60.0 60.0 60.0 60.11 .0 60.0 60.0 60.0 80.0 531 53.3 71.1 7•.1 24-1/8 30-1/8 36-1/6 42-1/5 48-1/6 54-1/8 94 to 60.0 60.0 80.0 .0 10 60.0 60.0 110.0 a0.0 10 60.0 a0.0 s0.0 aoo 10 60.0 60.0 a0.0 60.0 10 60.0 60.0 50.0 60.0 9 531 53.3 71.1 71.1 24-1/810 30-1/8 36-1/5 42-1/8 45-1/8 90 60" 60.0 00.0 80.0 t0 60.0 60.0 60.0 50.0 l0 60.0 60.0 80.0 60.0 10 60.0 60.0 60.0 80.0 9 60.0 60.0 80.0 60.0 24-1/a 30-1/8 38-1/8 42-1/8 48-1/5 96 10 60.0 60.0 60.0 solo to Bo.O 60.0 60.0 80.0 10 60.0 BD.O s0.0 ao.o 10 60.0 60.0 90.0 DOA 9 60.0 60.0 80.0 60A GIASS TYPES 'A', 'E', 'Al'. 4E1' INTERLOCKS WrFJT R111". E%r.(+) Ort.(-) 24-1/6 30-1/8 78-1/5 42-1/6 4a-1/8 54-1/8 102 10 60.o 60.0 10 50.0 60.0 10 - - 60.0 80.0 to 60.0 60.0 10 60.0 60.D 9 54.4 54.4 24-1/8 30-1/9 36-1/8 42-1/8 48-1/5 53-1/8 1011 to 60.0 60.0 10 60.0 00.0 10 - - 80.0 60.0 10 60.0 60.0 1060.0 60.0 9 54.4 54.4 24-1/8 30-1/6 36-1 /a 42-1/8 48-1/5 114 60.0 60.0 60.0 80.0 60.0 8040 r10 60.0 50.0 60.0 60.0 24-1/6 30-1/8 36-1/8 42-1/a 49-1/8 120 10 60.0 60.0 10 60.0 60.0 10 60.0 50.0 10 60.0 60.0 9 60.0 60.0 - r t t TNTERLOCKS INTERLACES W/0 REINF. Wrrff RKI4F. GLASS_•T AC= CH S • • • •• • • • • • • • • • • • -:*NO.. tA18- WIDM00 0• • • • NOM. PM1E1 WDTH R=74 9"OM. PANF1 WIDTH APPLICABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. ® E8.1 N N S0.L RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS ABOVE +60.0 PSF ONLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED ss eom ing with the Florida Building ode .-No. 17-1011.18 Gaplration D•t•09/22/2020 BY MiamFba roduc ontro .'! ..111 111 111;. 17 � 1 � @ a : Browing no. I W 10-31 if it U z Q� g� FZ N S O0OL". mH QUN� ci � � ppeel1 Wo Q W. r0i 0 NNa g It UM a J z . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 3/16' ANN. GLASS 3/16' ANN. GLASS Ura • .. 075' Intarla er • • • Saflex PET • • • • • • • • .075' Interlayer • V CP With Cow • • • • Eastman Chemical ro.' • • • • • • • • • • • • • • Saflex CP With PET Core • • BY 'Eastman Chemical Co., % o m m OR • • • • • • • • • 3 090' Interlayer • • Sanex Clear And Color Glass • • • • • • 090' Interlayer Saflex Clear And Color Glass Q h w ry h By 'Eastman Chemicol Co.' By 'Eastman Chemical Co.' z a OR OR a E N Owp oV Intedaye Sanh'yClaa • • • ij '/ 6' t! •P�CE••• S0e9M0r'"yCIMlaesd p gLr `r • • •• rca, Inc..A'Kuroroy Ame OR raray America, Inc.' O 40 .090' Interco er 3,Mr' TEM.. GLASS aoyer.090- Interyr 0n+. H Tro0 TrosttolPVB By Kuroray America, Inc.' ••• • • • • • • • By 'Kuraray America, Inc.' Cr W 3/16' HEAT STREN'D CLASS 3/18' HEAT STREN'D GLASS O d 0 Q �+ H SILICONE GE SCS 1200 SILICONE GE SCS 1200 Z p DOW CORNING 699 COW CORNING 899 W N o b rn DOW CORNINO 995 ? DOW CORNING 995 _ Z .J M1 M1 XL EDGE SPACER a b ST. STEEL BY 'CARDINAL' OR O DURASEAL BY 'QUANEX'OR M' O SETTING BLOCKS AT 1/4 POINTS ON Lr ES �+ O SUPER SPACER l31' 'OVANIX' _ U a' a 1 WIDER THAN 38' SETTING BLOCKS n LW -r EPDM OVROMETER 85f5 1 AT 1/4 POINTS ALL SIZESEPOM W W OUROMLTER 85±5 a 00 r g 'A' 'A1' 0 LLJ GLASS TYPE GLASS TYPE v 7/16' OVERALL LAM. CLASS 1' OV07ALL INSUL LAM. GLASS C D � c,4 3/16' HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS M I O .075' Interlayer 075' Intercyer Saflex CP With PET Core By 'Eastman Chemical Co.' Soflex CP With PET Core By 'Eastman Chemical Co.' o OR .090' Interlayer OR .090' Interlayer U Saflex Clear And Color Glass By 'Eastman Chemical Co.' Saflex Clear And Color Claes By 'Eastman Chemical Co.' D OR OR 090' Interlayer 3/8- AIR SPACE .090' Interlayer SentrjQ- SentryGlas By 'Kumray America, Inc.' By Kummy America, Inc.' OR 090' Interlayer OR 3/16' TEMP. GLASS 090' Interlayer 9 n p = BY 'Kum PVB By 'Kuroray America, Inc.' Trwifol PJB 'Kuraray u 3/16' HEAT STREN'D GLASS By America, Inc.' 3/16' HEAT STREN'D GLASS u $ ��aaa SILICONE GE SCS 1200 wF SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 — " DOW CORNING 899 DOW CORNING 995 i, m n C vmy� e 3 MI a 3 M7 XL EDGE SPACER n p SETTING BLOCKS \ ST. STEEL BY 'CARDINAL' 'L o Y a AT 1/4 POINTS ON LTTES OR .iJ 'QUANEX' .i WIDER THAN 36' I' DURASEAL BY OM OR O LIUROMETER 85f5 O SUPER SPACER BY'QUANIX' D' 1 SETTINGBLOCKS PRODUCT REVISED ��P� `"•".�1p�'. n F AT 1/4 POINTS ALL SZES as complying with the Florida Code W W EPDM DUROMETER 85±5 NOA_ng NOA-No. 17-1011.18 Expiration Data 09/22/2020 GLASS TYPE 'B' GLASS TYPE 'Bl' ; 67ATE�j}�t�/� y • ., drawing no. 7/16' OVERALL LAM. CLASS I' OVERALL INSUL LAM. GLASS MlEame-0ad roduet Control W10-31 GLAZING OPTIONS clap �'SAA��AIAL1�p�` (sheet 14ot28 . . ••.. ... • . ... .. .. .. .. . . . . . . . . . . . . . ... . . . . a:. TYPICAL ANCHORS TYPICAL ANCHORS 3 KSI IN CLUSTERS 2BY WOOD B{uLCj�(S • • IN CLUIRSE TYPICAL ANCHORSCONCRETE AT SOLESEE 1,'O 11lET 1 AT ATG.E IN CLUSTERS TYPICAL ANCHORS INIEILOCKENDS • i ii • • Lc IMERLpCKS AT MTG. S TILE IN CLUSTERS ISY° SEE CHART•• • 3•K41• • •E T • 18Y WOOD BUCKS h INTERLOCK ENDS AT MTC. STILE METAL STRUCTURES '.FOR'QLWiD, • • • C;NCfTE• IbR QVAM • SEE NOTE SHEET 1 SEE CHART k INTERLOCK ENDS SEE SPEC BELOW • • • �' ly-r,•. ' • FOR QUANTITIES SEE CHART O m p • • • .3.. ��• " FOR QUAMi11ES 6 EDGE•Ildr. - .A3 .5/8' _ : `CONCRETE EDGE 3 5/8" " DIST. O o I Tr_ • • • •• IVOIN �u'-i��D• • • • • Q�y X�1M1 Al ••• � r:yx • • 0 t 2) ANCHOR TYPE A H • • • ANC}I0R•TYAE•1+• • • r N ANCHOR TYPE B it h ANCHOR TYPE C w usi a O s INR) 2BY WOOD BUCKS THRU iBY WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES 0 0 5. q OR WOOD STRUCTURES INTO 3 KSI CONCRETE OR APPROVED MULLIONS 0 d ti a In U) WOOD MUST BUCKSSUSTAIN AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO Q la TRANSFER THEM TO THEBUILDING STRUCTUREOSED BY CLAZNG AND STTD. FLUME HEAD AND SILL RACK AND 3 SYSTEMS WITH TYPICAL ANCHORS: SEE FJ EV. FOR SPACING11 a bE90N 1:010 CAPACITY - P9! (ANCHORS) mrn eNcnotes srrr, axcWoas (TYPE L D r C) (t'1RE 82) aDutEx AT, AT HEAD- - - - - - - - AT JAMBS-- TYP E 'A'- 1/4* X 3-1/4" UI TRACON DY 'EI CO' (Fu -177 KA, Fy=155 KSI) E 'A'- 1 /4" DIA 1 TRA ON BY ' _ .O' (F --17'7K51, Fp155 KSI) i THRU 113Y BUCKS INTO CONCRETE INTO 25Y WOOD BUCKS OR WOOD STRUCTURES 1-1/4' MIN. EMBED INTO CONCRETE I I 1-1/2" MIN. PENETRATION INTO WOOD i THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY 1/2" MIN. EMBED INTO CONCRETE II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4' X 3-t14' ULTRACON BY ' CO (FO„ 177 x55 Fy.155 Ksl) TYPE 'B'- 1/4' D a ULTRACON BY 'ELCO' (F9-177 KSI, Fr -155 im) i DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC, OR MASONRY 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- Ile DIA SELF DRILLING CREWS (GRADE 5 CRS) I I TYPE 'C'- 1!4" DIA SELF URILLING SCREWS (GRADE 5 CRS) INTO MIAMI -RADE COUNTY APPROVED MULLIONS II INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) .. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE _ ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8• THK. MIN. (6063-T5 MIN.) STEEL' 1/6" THK. MIN. (Fy - 36 KSI MIN.) STEEL- 1/8" THK. MIN. (Fy - 36 KSI MIN.) - - - (STEEL IN CONTACT WITH ALUMIMIM TO BE PLATED OR PAINTED) (STEEL N CONTACT WITH ALUMINUM TO BE PLATED (A POINTED) - . - . - . - I . - . - . - . L . - . - . - . - . -AT SILL - ' - - - . - -II ANCHOR EDGE O ST N .ES FT,PE '82'- 1/4' O a ON ET BY ' CO' (F9-177 K51, Fy-155 KSI) I IMO CONCRETE Oft MASONRY = 2-1/2• MIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE - 1" MIN. - 1-3/4" MIN. EMBED INTO CONCRETE NTO - WOOD MAT HEAD OR JAMES SG ETAL STRUCTURE - 3/4- - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS V. a 3000 PSI MIN. Nom' C-90 HOLLOW/FlLLED BLOCK AT JAMES fm - 2000 PSI MIN. ANCHOR CAPACITIES LISTED ON THIS SILL RISERS SHEET TO BE USED IN CONJUNCTION SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS WITH CLASS CHARTS ON SHEET 13AND SHEET 13 FOR CAPACITY LOWER APPLICABLE VALUES CONTROL mx 3 TRACK SYSTEM SHOWN ALSO APPLICABLEV ANCHOR TYPE B x iR ANCHOR TYPE B o TO 2 AND 4 TRACK FRAMES.iR DIRECTLY IMET O 3 KSI CONCRETE PLEASE SEE FOLLOWING SHEETS FOR DETAILS. DIRECTLY INTO 3 KSI CONCRETE pp= F 4 6N \ W � � O 3 PRODUCT REVISED ' . . "' a9 co -Plying with the Florida f -I " 1+++11111 llT ltAlY Building Cod* :' ::..FFI _ ' A\ NOA-Ne. 17-1011.18 .t �pd� F Enpirati•n -[)at* 08/22/2020 By PO ED ,At HARDENED 1 TYPICAL ANCHORS =tr •• ;{T Alam a .duet Control NO-MEfAW /NON -SHRINKAGE JI IN CLUSTERS HIGH STRENGTH GROUT �- AT MTG. STILE •'` fc - 5000 PSI MIN. a:' INTERLOCK ENDS ATE OF OMIT EOR.(+) LOADS TO SOX PSF FOR DOORS W/O REINFORCING ALL SIZES NOT BY C.G.I. SEE CHARTLIMIT EXr.Ii+ UNIT EXT.(+)) CMOS 70 60.0 PSFLOADS TO F FDR DOO SR W/ REINF. ABOVEFOR DOORS W/ REINF. UPTO 9961IN. M. UPTO 12C N. HIGH. TRANSFER SHEAR FOR QUANTITIES ! 111111+ d ' � n � o c � 3 5 drawing no. W10-31 ROM. FAME. wont MalEs DOOR 7AME HIM warts CUlSIFEt AT 579FyN1IEJILOa( SREJMIDSMK BA5 4 8 a 4 6 a EXT.(+) EM.(+) OR.(+) EXT.(,) EXT.(+) EXT.(+) NKr.(- INT.(- INT.C-) INr. - IRT.(- IM.(-) 24-1/8 30-1/6 3a -1/A 42-1/6 4e -1/e 54-1/a 62 Dao 80.0 - - e0.0 ao.0 w.0 - - 70.2 80.0 - 72.4 60.0 - 60.7 50.0 - OILS 80.0 - 63.4 30.0 - 62.8 80.0 595 80.0 60.0 24-1/0 30-1/a 36-1/S 42-1/e 48-//a 54-1/8 64 ODA w.0 ao.0 - - w.0 - - 75.5 60.0 - 71.8 w.o - a7.8 a0A - 64.3 w.o - 92.3 150.0 - 59.1 50.0 00.0 58.4 ao.0 9o.0 55.3 90.0 ao.0 24-1/8 3o-1/8 36-1/8 42-1/3 48-1/8 90 Sao - - 80.0 - - 79.7 60.0 - 75.6 SOX - 99.2 a0.0 - 05.6 90.0 - 61.9 60.0 - 55.7 80.0 80.0 1 56.7 80.0 80.0 1 53.7 8040 w.0 24-1/8 30-1/0 3a -1/a 42-1/a 48-1/a 96 00.0w.0 73.15 150.0 - 60.9 150.0 - 63.9 80.0 w.6 ao.0 57.0 50.0 60.0 54.0 80.0 50.0 51.9 77.9 50.0 49.3 73.9 60.0 24-1/8 30-1/3 36-1/a 42-1/8 48-1/8 54-1/a 102 60.0 - - 00.0 - - 600 - - 60.0 - - 59.3 60.0 60.0 562 60.0 80.0 52.7 60.0 60.0 50.0 60.0 60.0 47.9 60.0 1 60.0 45.5 60.a 60.0 44.3 60.0 80.0 42.0 00.0 60.0 24-1/8 30-1/8 30 -1/a 42-1/8 4D-1/6 108 w.o 60.0 - w.0- 55.3 00.0 60.0 523 ao.0 60.0 49.1 60.0 60.0 4a.6 60.0 60.0 44.5 60.0 00.0 422 60.0 00.0 24-1/6 30-1/8 36-1/8 42-1/a 48-1/8 1 114 60.0 60.0 6a0 57.2 60.0 80.0 61.9 60.0 60.0 49.2 60.0 66.0 45.9 60.0 60.0 43.0 00.0 640 41.5 w.0 80.0 39.4 59.1 iO.o 24-1/8 30-1/S 30-1/D 42-1/a b-I/a 120 - - 60.0 - - 60.0 60.0 54.0 r48.8 w.0 60.0 i0.0 w.0 493 60.0 60.0 60.0 60.0 4043 60.0 w.0 38.9 68.4 60.0 36.9 55.4 60.0 AT HEAD- - - - - - - - AT JAMBS-- TYP E 'A'- 1/4* X 3-1/4" UI TRACON DY 'EI CO' (Fu -177 KA, Fy=155 KSI) E 'A'- 1 /4" DIA 1 TRA ON BY ' _ .O' (F --17'7K51, Fp155 KSI) i THRU 113Y BUCKS INTO CONCRETE INTO 25Y WOOD BUCKS OR WOOD STRUCTURES 1-1/4' MIN. EMBED INTO CONCRETE I I 1-1/2" MIN. PENETRATION INTO WOOD i THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY 1/2" MIN. EMBED INTO CONCRETE II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4' X 3-t14' ULTRACON BY ' CO (FO„ 177 x55 Fy.155 Ksl) TYPE 'B'- 1/4' D a ULTRACON BY 'ELCO' (F9-177 KSI, Fr -155 im) i DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC, OR MASONRY 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- Ile DIA SELF DRILLING CREWS (GRADE 5 CRS) I I TYPE 'C'- 1!4" DIA SELF URILLING SCREWS (GRADE 5 CRS) INTO MIAMI -RADE COUNTY APPROVED MULLIONS II INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) .. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE _ ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8• THK. MIN. (6063-T5 MIN.) STEEL' 1/6" THK. MIN. (Fy - 36 KSI MIN.) STEEL- 1/8" THK. MIN. (Fy - 36 KSI MIN.) - - - (STEEL IN CONTACT WITH ALUMIMIM TO BE PLATED OR PAINTED) (STEEL N CONTACT WITH ALUMINUM TO BE PLATED (A POINTED) - . - . - . - I . - . - . - . L . - . - . - . - . -AT SILL - ' - - - . - -II ANCHOR EDGE O ST N .ES FT,PE '82'- 1/4' O a ON ET BY ' CO' (F9-177 K51, Fy-155 KSI) I IMO CONCRETE Oft MASONRY = 2-1/2• MIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE - 1" MIN. - 1-3/4" MIN. EMBED INTO CONCRETE NTO - WOOD MAT HEAD OR JAMES SG ETAL STRUCTURE - 3/4- - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS V. a 3000 PSI MIN. Nom' C-90 HOLLOW/FlLLED BLOCK AT JAMES fm - 2000 PSI MIN. ANCHOR CAPACITIES LISTED ON THIS SILL RISERS SHEET TO BE USED IN CONJUNCTION SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS WITH CLASS CHARTS ON SHEET 13AND SHEET 13 FOR CAPACITY LOWER APPLICABLE VALUES CONTROL mx 3 TRACK SYSTEM SHOWN ALSO APPLICABLEV ANCHOR TYPE B x iR ANCHOR TYPE B o TO 2 AND 4 TRACK FRAMES.iR DIRECTLY IMET O 3 KSI CONCRETE PLEASE SEE FOLLOWING SHEETS FOR DETAILS. DIRECTLY INTO 3 KSI CONCRETE pp= F 4 6N \ W � � O 3 PRODUCT REVISED ' . . "' a9 co -Plying with the Florida f -I " 1+++11111 llT ltAlY Building Cod* :' ::..FFI _ ' A\ NOA-Ne. 17-1011.18 .t �pd� F Enpirati•n -[)at* 08/22/2020 By PO ED ,At HARDENED 1 TYPICAL ANCHORS =tr •• ;{T Alam a .duet Control NO-MEfAW /NON -SHRINKAGE JI IN CLUSTERS HIGH STRENGTH GROUT �- AT MTG. STILE •'` fc - 5000 PSI MIN. a:' INTERLOCK ENDS ATE OF OMIT EOR.(+) LOADS TO SOX PSF FOR DOORS W/O REINFORCING ALL SIZES NOT BY C.G.I. SEE CHARTLIMIT EXr.Ii+ UNIT EXT.(+)) CMOS 70 60.0 PSFLOADS TO F FDR DOO SR W/ REINF. ABOVEFOR DOORS W/ REINF. UPTO 9961IN. M. UPTO 12C N. HIGH. TRANSFER SHEAR FOR QUANTITIES ! 111111+ d ' � n � o c � 3 5 drawing no. W10-31 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • EDGE WST. • 4/E.- . WEEP SIZE 1 /4S O&oQo REFER TO SHEET 15 FOR VARIOUS . . ... . . . . ... SHEET 15•FOR AN(•SIRS • • • • • • • • • • •• • • • • •• f • • • • • • i 16- • EDSE 4 n Q E n a • • • •. DIS • EDGE WST. • 4/E.- . WEEP SIZE 1 /4S O&oQo REFER TO SHEET 15 FOR VARIOUS 7:--• • • • •• OPTIONAL SLANT SILL ADAPTORS 0 N h D C 1 L Q�Q 0 v DECORATIVE 2 SILL COVER t 2 H V !j1 OPTIONAL c ft n��n N �z h e €g `� 30C2 og O w E&, ER RDABOS'LLVEIFOR -960 PSFS 4 �I POURED & HARDENED HIGH STRENGTH GROUTLLIC NON -SHRINK, "ON-META f.c - 5000 PSI MIN. — NOT BY C01 YON00WS MUST TRANSFER SHEAR LOADS TO STRUCTURE � O � U \Z SEE SHEET 15 FOR ANCHORS EDGE DIST.•• .? .5/l1' } 3 KSI CONC. SEE (3) TRACK DOOR DETAILS SILL RISER RE00. FOR LOADS ABOVE +60 PSF \\\\1111111111rrr' I o :- .� .7OM2 OF i/ W. drowing no. r r Hfu III%, ` sheet 16 of 28 PRODUCT REVISED as com 1 In with the Florida Building Cade o Z NOA-M., 17-1011.18 3 Cxplratlon Data 09/22/2020 0 n z n Q E n a MlaMl mi-0� roduct Control 0` e U O3 �uWW� ♦Y Q C WEEP SIZE 1 /4S O&oQo REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. 4t g 4 � . 'a OPTIONAL SLANT SILL ADAPTORS 0 N h D C 1 L Q�Q 0 v DECORATIVE 2 SILL COVER t 2 H V !j1 OPTIONAL c ft n��n N �z h e €g `� 30C2 og O w E&, ER RDABOS'LLVEIFOR -960 PSFS 4 �I SILL RISER RE00. FOR LOADS ABOVE +60 PSF \\\\1111111111rrr' I o :- .� .7OM2 OF i/ W. drowing no. r r Hfu III%, ` sheet 16 of 28 TYPICAL F01 1. LOCK STILE 1X6 OR LARGER WOOD BUCKS K / EXTERIOR INTERLOCK (REINFORCED) . • • ••0 • • ... 1/2' MAX. .. .. . . . .. .. . ICAL ANG ELEV. SPACING tINO • • •e• • . • • 000 TYPICAL ANCHORS PANEL WWTH • • • SEE ELEV. FOR SPACING • • • • • 1/2' MAX.• G e • • D. • • • • • • • • • • /'� 11'11 �-� • AS REND. REE CINF. 13TON LOAD BEARING SHIM M15A 1 a • SHEET 13 FOR CAPACITY FS 1 oAJ I 11f 1/ •• • R t t 1 OO OO O O A U14A M18A 6 Via. a 8 •. E27 1 E4 v .• DL OPG. 1 EXTERIOR...., o...�, ,....... TYPICAL F01 1. LOCK STILE 1X6 OR LARGER WOOD BUCKS K / EXTERIOR INTERLOCK (REINFORCED) DOOR Fl 1/2' MAX. ICAL ANG ELEV. SPACING tINO O INTERLOCK (REINFORCED) 110 X 1-1/4' SS PH 1 PER O J PER PANEL AT 18' FROM EACH FND AND AT MIDSPAN " 3/4SS FH SMS 1 PER CUP - 4' MAX. BEARIP SHIM FIXED PANEL EXT. _ DOOR FRAME WIDTH PRODUCT REVISED as ComPlying with the Florida Building Stade NOA-No. 17-1011.18 lxpi-tion Date 09/22/2020 By Mlam a roduct Contro THREE (3) TRACK DOOR DETAILS Ll Z RAA O; k n ICoO�N`0 f vo�;m m � � 8 pac<,1 0-1b, N 1, 0 N 8 C b 6 °o C �" C O N o o m G1 M ro -OO i cZ�n 30 METAL U STRUCRIRE U O TYPICAL ANCHORS �" C SEE ELEV. FOR SPACING gd��y u, drawing 9 no. W10-31 I I I I . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . NON -SHRINK, . . ... . . . . a:. • • • • . = • .- SEE SHEET 15 FOR AN • • • • - -- - • • •• • • • • = EOGE 01ST. i 3*• • • • ms 3 KSI CONC. 0 I• • • • M N WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDMONS OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPTIONAL r 1 I l II L4t II II J I SILL RISER E8.1 OPTIONAL FOR LOADS OVE +e0 PSF LOADS PSF PRODUCT REVISED as comPl ng with the Florida Building d• .OA-No. 17-1011.18 Ex pintlon Date 09/22/2020 By ANCHORSMiami- a Product Control TWO (2) TRACK DOOR DETAILS lrll� o O8Nm vQ�;a IS o q t -e y,Za_o n 4bmf� .J.. n U C I N n 017 C Ory n C Z Ci IflfrA'' :• ;H o D�F.;'�= drawingv no. ' ��' W10-31 tt� sheet 18 of 28 11 POURED & HA HIGH STRENGT NON -SHRINK, Yc = 5000 P NOT CW 01 A13 T S LUST TTO LOADS TO STRTR B1 1 = El r+2 = 2 N • I I' h 8 ..' .a I 1 • 3 KSI CONC. EDGE GIST. 1, 3�4' Lei SEE SHEET 15 FOR ANCHORS WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDMONS OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPTIONAL r 1 I l II L4t II II J I SILL RISER E8.1 OPTIONAL FOR LOADS OVE +e0 PSF LOADS PSF PRODUCT REVISED as comPl ng with the Florida Building d• .OA-No. 17-1011.18 Ex pintlon Date 09/22/2020 By ANCHORSMiami- a Product Control TWO (2) TRACK DOOR DETAILS lrll� o O8Nm vQ�;a IS o q t -e y,Za_o n 4bmf� .J.. n U C I N n 017 C Ory n C Z Ci IflfrA'' :• ;H o D�F.;'�= drawingv no. ' ��' W10-31 tt� sheet 18 of 28 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL RS SEE • • ••• •PER • • • • • • • • 1/2' MAX. • • 7 � 1-1/4" PH SMSA • • . . ... . . . . a:. TYPICAL ANCHORS . .. LOAD BEARING K1 L1 o X10 % 1-1/4' SS PH S SEE ELEV. FOR SPACING • • • • • • • • • • DLO. LOADSHIM NG • • • • • • • • • • • • SELEV.PACING FOR SPACING R CUP TYPICAL RS SEE • • ••• •PER • • • • • • • • 1/2' MAX. • • 7 � 1-1/4" PH SMSA • • LOAD BEARING SH G 1 &? • • • # 1 CLIP • O O �8 X 3/4' SS FH SMS S C I A W 0 0 R 1 PER CLIP $ 1 z v rit c 3 m N •- e 3 � � d vz�z 6 3 � METAL STRUCTURE 8 O U o TYPICAL ANCHORS O -SEE ELEV. FOR SPACING BRg� •9 VOWE O o u , E6 E4 I FIX D PAN L D.L.O. INTERLOCK (REINFORCED) EXTERIOR WOOD SUCKS NOTE SHEEF 1 0 0 E9 ASTRACAI 1/2' MAX 4% to n LOAD BEARING K1 L1 o X10 % 1-1/4' SS PH S SHIM PANEL WIDTH UO� I PER C 1/2' MAX. 00 DLO. LOADSHIM NG TYPICAL ANCHORS SEE #B X 3/4' SSP FH SELEV.PACING FOR SPACING R CUP TYPICAL RS SEE 1)1 0 FOR SPACI G_ - - p� 11'm e U. Z m _ o 1 JO� a O S C I A 0 0 R $ � v rit c 3 SEE NOTE SHEET 1 1/4- MAX )AD BEARR SHIM EXT. EXTERIOR ODOR FRAME WIDTH DOOR FRAME WIDTH �' x FIXED PANEL ``1p111Mrrrrrrr '' o ', PRODUCT REVISED �` VQ`O• !l�� P.• �" o n Building —plyingwlth the Florida B Building Code _ _ • $ �' NOA-No. 17-1011.18 _ _ y g E-piration Date 09/22/2020 my OF drawing no. Miamr a vro. uct on ro •C9�� W10-31 TIDO (2) TRACK DOOR DETAILS '''� S ,r OP1AL •r .� rrr 1111111 sheet 19 of 28 4% to n 0 m S _o 3 JJ F 00 OH 1)1 0 p a o < �.aoQi �2hoN 11'm e U. Z m _ o 1 JO� O S C I A 0 0 R $ � v rit c 3 m N •- e 3 � � d vz�z 6 3 � METAL STRUCTURE 8 O U o TYPICAL ANCHORS O -SEE ELEV. FOR SPACING BRg� EXT. EXTERIOR ODOR FRAME WIDTH DOOR FRAME WIDTH �' x FIXED PANEL ``1p111Mrrrrrrr '' o ', PRODUCT REVISED �` VQ`O• !l�� P.• �" o n Building —plyingwlth the Florida B Building Code _ _ • $ �' NOA-No. 17-1011.18 _ _ y g E-piration Date 09/22/2020 my OF drawing no. Miamr a vro. uct on ro •C9�� W10-31 TIDO (2) TRACK DOOR DETAILS '''� S ,r OP1AL •r .� rrr 1111111 sheet 19 of 28 • EE SHE•T9I5 FOR• MOKOR! • • '7' • • • • •• • • • • • • • • • • • • g _ !.. • EE SHE•T9I5 FOR• MOKOR! • • '7' • • • • •• • • =g EDGE DIST. • 3i14 • • •. tDOL• I • • • • • • • • EDGIJDISI g _ !.. • • • • • • • •• • M17 O as fc - 5000 PSI MIN. NOT BY CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE O m � a N �. - 47 n.� .. . .�_ _ •. 3+KSI CONC. a EDGE DIST. SEE SHEET 15 FOR ANCHORS C REFER TO SHEET 15 FOR VARIOUS�v INSTALLATION CONDITIONS. D PRODUCT REVISED Z m • ; Y �omplying with the Florida b J Building Coda 2 �+ a NOA-Nlo. 17-1011.18 F z a Expiration Data 09/22!2020 p u 0 O Q v U °j o Miam -� ro uct o trol 8 WEEP SIZE 1/4' X 1/8"ao° m o 0itag o r. N O Q 16,LL n L6 Zm_- 3 as Jas 1Y E Q W N f F O � N V U � C I n 0 F n U O ! OPTIONAL o o SLANT SILL ADAPTORS v �j s DECORATIVESILL COVER n �OPTIONAL tg C3 v 3 r o di O I� J 5 SILL RISER $d Es., RE=D. FOR LOADS ABOVE +60 PSF o U SILL ED.RISER c 5 # EB IREQ ABOVE F06 LOADS 1 O� b £ O .`�`JpD AM �'% d ■ ` �., EN... i b a OF ;'�� drawingo no. omDT.. '' 'rrr NAL ��` sheet 20 of 2B 11 it 11 ll . • .. . 0:0 . . . . .• •. .. ..• .• .•. .. .. . • . • . • . . . • • as comp)ying with the Florida ►Y 1/2' MAX. • • 2 D • • • ! • • • • • • • • • • • . • ••. • . . . .•• TYPICAL ANCHORS • .. . . . . U v SEE Ems• • • • • P EL1vlD • • • • PRODUCT REVISED n FOR SPACING • as comp)ying with the Florida ►Y 1/2' MAX. • • 2 D • • • ! • • • • • • • • • • • Dullding Code NOA-No_ 17.1011.18 1/4' MAX Z o • ; LOAD BEARING SHIM N1yt 1 • • • • • !1' cpiratlon Dat• 09/22/2020 L3 LOADS BEARING HIM METAL � °' a q 1 O.LO. D Y SFRIICTURE F d . .0 Miami roduct Contml O � 06 U I Gi • • • • • • _ _ _- _ TYPICAL ANCHORS SEE ELEV. N IL y0� y - - • FOR SPACING it O LL �' ua? • 0 N • • • • • • • • cyu I QItGQO 0 .q01 0 -r3r�b rg N N N 1 1 1 O N M14A MICA Y II u\ N C2O ILZo-� O ZZ Q W W f • I ❑ o � N Id C EXTERIOR L ^ °o Ci EXTERIORpto X 1-1/4' SS PH SMS g� O 3 1 PER CLIP of V Vj DOOR FRAME WIDTH L2 3 PER AN C O GER W,� BUIIX,8 'OR CKS AT 18' FROM EACH END M2 N � N c m 1/2' MAX. LOAD BEARING SHIM AND AT MIDSPAN /8 K 3/4' SS R SMS 1 PER CLIP 1/4' MAX. LOAD BEARING SHIM METAL 3 c7 'O C M STRUCTURE Z ii _ i o¢ v LOAD BEARING y U p T�'PICAL ANCHORS SEE ELEV. II SHIM ❑ FOR SPACING TYPICAL ANCHORS SEE ELEV.0 U �! y I Y FOR SPACING TYPICAL ANC RS SEE li FOR SFACI Y II `• N I N � '3 N •_ V O' n � � O ` � G e , -WpJ11IIC S EXTERIOR EXTERIOR t rp�r `Y`ptn •-...• DOOR FRAME WIDTH DOOR FRAME WIDTH �•` y ; o n E 2X8 OR LW" WOOD SUCK OR :• _ f drawing no. WOOD STRUCTURE .... OF W1 0-31 FOUR 14) TRACK DOOR DETAILS r rltlt111yY sheet 21 of 28 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 0 • • • • • • • • • • °� J 0ON`� U • • fV IL 1� • • • • • • • • • • • H • • • • • • • • • 110-16 X 1/2' • • • • • • • • • • • • • HH SELF DRILLING SCREWS AT 6' FROM ENDS h 12' D.C. K ¢ W S pato a 0 Q� o O 80' CORNER O 136 CORNER J o � 3 d 10 FH x!10 -24X 1/2' FH THREAD CUTTING SCREWS 1 n C THREAD CUTTING SCREWS AT 6' FROM ENDS &12. O.C. AT 6' FROM ENDS h 12' O.C. — n # � N ' 0 0 �• - - _ _ _ - O O h c C E32 O M m d •O 3 n c z� ^ 1 0 O Q F FT � B EXTERIOR EXTERIOR a a n U D.L. OPG. 2 u a ib PANEL WIDTH PANEL WIDTH u p � � n DOOR FRAME WIDTH DOOR FRAME WIDTH �18 X 1/2' HH10-SELF DPoLLING SCREWS do AT 6' FROM ENDS 12' O.C. DETAJLS APPLICABLE FOR OUTSIDE CORNERS ONLY 6\\\\\\I1 lw'N PRODUCT REVISED .��4�e1 ?O� i as complying with the Florida Building Code NOA-No. 17-1011.18 - _ N .. •• Expiration Date 09/22/2020 9 drawing no. • 5 OF • l[�� • By MiamF-Dail Product Control . •'••!!�r"�� '��'� W10-31 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • • • • . . ... . . . . ••. ICAL PAA PILE INSTAffri N taelzIO%i . ; • • • • . • ••• • • • • •• • •,.� . • • • • •.• .• TYPICAL AT PANEL 4 CORNERS EXTERIOR MOUNTED POCKETED JAMB O 1-1/8' MIN. SEALANT-. EDGE DIST. POCKET CAVITY NOT BY NOT PART OF THIS TO BE REVIEWED BY IYPICAL ANCHORS TYPE A. B OR C AT B'FROM ENDS AND 9- O.C. INTO WOOD/CONC./METAL 8' O.C. INTO BLOCK ONLY 1-1/2- MIN. WOOD EMBED i-1/4' MIN. BLOCK EMBED 1-314' MIN. CONC. EMBED 1/8 MIN. METAL THICKNESS PRODUCT REVISED As comp)yingg with the Florida Building LYodc . OA -No. 17-1011.18 Expiration Date 09/22/2020 s r g C 0 C, C � 4 3NM'�i 03�n U a 30- n U - . . . . . . .. . . • • •• • • • • • • • • • • • • • • • • • • ICAL PAA PILE INSTAffri N taelzIO%i . ; • • • • . • ••• • • • • •• • •,.� . • • • • •.• .• TYPICAL AT PANEL 4 CORNERS EXTERIOR MOUNTED POCKETED JAMB O 1-1/8' MIN. SEALANT-. EDGE DIST. POCKET CAVITY NOT BY NOT PART OF THIS TO BE REVIEWED BY IYPICAL ANCHORS TYPE A. B OR C AT B'FROM ENDS AND 9- O.C. INTO WOOD/CONC./METAL 8' O.C. INTO BLOCK ONLY 1-1/2- MIN. WOOD EMBED i-1/4' MIN. BLOCK EMBED 1-314' MIN. CONC. EMBED 1/8 MIN. METAL THICKNESS PRODUCT REVISED As comp)yingg with the Florida Building LYodc . OA -No. 17-1011.18 Expiration Date 09/22/2020 s r g C 0 C, C � 4 3NM'�i 03�n U a 30- n U - . . ... . . . ... .. .. . . . .. .. . . . . . . . . a . . . . ... . . . . .:a CODE PART No. DYSC'RIPTION M1T(iRIAL VANUF. E1 CGI -163 2 6063-T8 CGI EXTRUDER - F2 CGI -151 FR" JMB 207111ACK a a a • a a a a 6083 -Ta CGI EXTRUDER © CGI -166H 063-78 CGI EXTRUDER E4 CGI -153 EXTERXW INIERLWK a • 000 a 6063-T6 CGI EXTRUDER E5 CGI -154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - E6 CGI -155 MAIN STILE 6053 -TB CGI EXTRUDER - E7 CGI -156 TDP & BOTTOM HOR2 6063-T6 CGI EXTRUDER - Ea CGI -157. SILL RISE 6083-T8 CGI EXTRUDER - EBA CGI -181 ALT. SILL RTvR(OPIC" a . a a • a • 6063-T6 CGI EXTRUDER - E9 CGI 158 INTERIOR TRACRAS*WA a 6083 -Ta CGI EXTRUDER - E10 CGI -159 INTER OR NG E:F 0.'i a a 6063-T8 CGI EXTRUDER - E11 CGI -182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - E12 CGI -161 FRAME JAMB 3 TRACK 6083 -TB CGI EXTRUDER - E13 CGI -185 FRAME HEAD 3 TRACK 6063-T8 CGI EXTRUDER - E14 CCI -168 OUTER TRACK ASTRAGAL 6063-T8 CGI EXTRUDER Eta CGI -170 POCKET HOOK 6063-Tff CGI EXTRUDER - Eff) CGI -121 7/16' GLASS GLAZING BEAD 6063 -TS CGI EXTRUDER E17 CC -123 1' GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER E118 CGI -153A OTEAIOR INTERLOCK (OPRONAL) 6Oa3-T8 CGI EXTRUDER E19 COI -154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER F20 CGI -155A MAIN SOLE (OPTIONAL) 6063 -TB CCI EXTRUDER E21 CCI -156A TOP & BOTTOM HORR (OPTIONAL) 8Oa3-T8 CGI EXTRUDER - E22 CGI -1500. ASTRAGAL (OPTIONAL) 6063 -TB CGI EXTRUDER - E23 CGI -1 BEA OUTER -TRACK ASTRAGAL (OPTIONAL) 6063 -TB CGI EXTRUDER - E24 CGI -180 DECORATIVE SILL COVER (OPTIONAL) 6063 -Ta CGI EXTRUDER - E25 CGI -184 2, 3 & 4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER E25 CGI -187 2, 3 & 4 TRACK FRAME HEAD SCREW COVER 6083-T5 CGI EXTRUDER E27 CC -188 FRAME JAMB SCREW COVER (OPTIONAL) 6063 -TS CGI EXTRUDER E28 CGI -1028 FRAME HEAD 4 TRACK 6083-T8 CGI EXTRUDER E29 CGI -1029 FRAME S81 4 TRACK 6053-T8 CGI EXTRUDER - E30 CCI -1030 FRAME JAMB 4 TRACK 6053-T6 CCI EXTRUDER - E31 CGI -1057 FEMALE CORNER ADAPTOR (90') 60a3-T8 CGI EXTRUDER E32 CGI -1058 FEMALE CORNER ADAPTOR (135') 5083 -TG CGI EXTRUDER E33 CGI -1059 MALE CORNER ADAPTOR 6053 -TB CGI EXTRUDER M1 CGI -382V GLAZING BULB VINYL (OUROMETER 75-60 SHORE A) PVC - M2 CGI-17IC FIXED PANEL CUP (2-1/2' LONG) 8063-75 3 0 FIXED PANEL M3 CG -173 FIXED PANE_ SHIM NYLON 2 PER FIXED PANEL MIO CGI -178 FRAME HEAD ANTILIR & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR, M11 W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN_ M12 BOTTOM RAIL STIFFENER, 1' LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL Mia TA -51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURIf 2 PER OPERABLE PANEL M14 SGO-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGO-503 M14A PSOI-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO W16A U15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 110X3/4' PH IA15A SGO-507H KEEPER ZINC INTERLOCKS INST. W/ 2 110X3/4' PH M18 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 10X3/4' FH MI -EA PS01-0030-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 110X3/4' FH M17 SGD-5500 HANDLE SET ZINC SULUVANANTERLOCKS M18 SM23DOWH HANDLE SET OPTIONAL ZINC SULLIVAN - M19 SCS2000 SIPRUF SEALANT SILICONE GE - W20 CGI -177 PANEL TOP & BOTTOM OUST PILE WOOL/PVC SULLIVAN OR EQUIV, 4 PER PANEL M21 WS -202 HEAD AND SILL SMALL POE PAD WOOL ULTRAFAB OR EOUIV. 1 PER INTERLOCK/ASTRAGAL U22 WS -201 SILL INTERLOCK PILE PAD WOOL ULTRAFAD OR EQUIV. U23 HO -12-10042 .350' RFArH POCKET SEAL - AMESBURf - S2 - 110 X 1 1/4' LG. PHIL PH. SMS ST/ST, ASSEMBLY SCREW 1 2 OR 3 PER CORNER SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS TWO POINT LOCK BY 'SULUVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40' FROM BOTTOM SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) DOUBLE LOCKS: REOD. AT 90' AND 135' CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40' AND 78' FROM BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART JHD-3310141) SECURED WITH (2) 10-24 X 1/2' FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED CONNECTING BAR (PART #HD -3310142) ZINC HANDLE SET SECURED WITH (2) 6-32 X 1-1/2' ON MS STEEL KEEPER (PART #HD -3310143) SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS PRODUCT REVISED as complying with the Florida Building Code Now -No. 17-1011.18 Expiration Data 09/22/2020 By Miami-gddi Pro uc n ro " � \1111111♦A11�`1�,/TA o N '1 7 \.s•, OF drawing o no. .°..... �?� W10-31 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 4.735 • • • 5.921 • -y 1.340 -yy.... L 070 • • •�0 • • • I �1 I' •675 120 I 1 3� I {�u U .a60 • • •a -I IT n_ .847 0 • • • • • • .84 • .995 .050 .9d 5 995 050 79 3 ^� o _i Z 5 ; 3t.07 I I 3.255 q 250 ..64FRAME HEAD (2 TRACK) FRAME HEAD (3•TRbK) • • 42�VEIL� •• GLAZING BEAD GLAZING BEAD .070 O t3••LAW. GLASS INSUL LAM. GLASS SOC .075 • • • • • • • • .995 O H p 2.800 • • • • • • • • 1506 1.186 ®j V 009"." '070 2.600 O TOP/BOTTOM HORIZ ¢ o .070 _� TOP/BOTTOM HORIZ (OPTIONAL) O a. O g .640 .753 3.000 .725 .085 .684 O ru C .995 1.501 •080 1.831 3.000 0: Z g n 4.733 t 070 � .070N�-.125 .156 t1. 1.415 FIX. PANEL CUP 1.4901.415FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) 3.000.1201®3.730 I^-3.750 005 2.005 2.7ss 070 EXTERIOR INTERLOCK (OPTIONAL) g c � .155 1.366 ® S N .125 E6 MAIN STILE .695 3.750 MAIN STILE (OPTIONAL) m .070 � 3,000 II 2.755 O V 1.610 1.670 995 .265 F^- .125 3.000 ? W 3.510 %47_, .0953.572 _y =o1600 1,870 SILL RISER (OPTIONAL) 1 610 .70 , j r_070 1. 1.415 1.770 1.415 3 NM3.188 3.572 °� •p 2.005 1.255 .070 .070 2.005 3 p � N 2.005 1.623 =I 3 - m ES INTERIOR INTERLOCK .582 U 1255 INTERIOR INTERLOCK (OPTIONAL) O E74 OUTER TRACK ASTRAGAL STILE O INTERIOR TRACK ASTRAGAL STILE 2120 ® 2.005 -�{ 1.186 995 ' .572 INTERIOR TRACK ASTRAGAL POCKET HOOK (OPTIONAL) .741 8 1.507 •060 1.831 .625 p /5 F 2,591 u Ii .156 3.750 3.341 1.020 .062 3.000 .155 I � 2.670 r. n Q°o?a_ E4 EXTERIOR INTERLOCK F.0710 © I .625 �-- o a M .6T5 o s 3.510 SILL COVER(OPTIONAL) Eat SILL RISER (OPTIONAL) t,t„1711„ a 1.600 1.870 ., �% AH, PRODUCT REVISED )P cENsf n nrl 123 1.310 ■e comp Ingg with the Florida _ .. Bullding od• - _ S .005 NOA-No. 17-1011.18 Expir•tionD•te09122/2020 �l•+, ATE OF ;' drawing no. 0 O Y 1 INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) mlwm !Rao Product Control GE2 FEMALE CORNER ADAPTOR .. .. . . . . ... . . • . • . • . . . . • •.•• • 1.615 • • • ��6 • !128• • • • • • • ••• • • • •• •• .125/\ • ••• • • 4 J .774 I .. • •.I� •1•S30 • • 2.614 • • • • • • • • 1.•47 • • • • • • • • ••• • FEMALE CORNER ADAPTOR (1351 c- 1281 Igo 'tom 1.4F 1520 MALE CORNER ADAPTOR FRAME JAMB (2 TRACK) FRAME JAMB (3 510 �260 7 .640 O h ® FRAME HEAD COVER Q �'"Ln 7 640 71ryu� .344J •�6�J � 7 H gs�oa S ® FRAME SILL COVER N ZJ .243D 1.791 u.ZyLLa �wcq .060 09� © FRAME JAMB COVER 3 �y v c 0 .725 a 725 1 v � Q 1.soe L.065 :kf O N nn NM b .664 -moi H- 0 3 M n M2 FIXED PANEL CUP C Z -1 $ o o0 U 6:5 PRODUCT REVISEDr'�``vPo'�w•:!9/ �% d as complying with the Florida n BulldIng Code o , Now -No. 17-1011.18 4= i Expiration Date 09/22/2020�"- 0y drawing no. .s;;:O-M:DR•' \�� -31Mlaml-DrT product Contol W10 . . ... . . . ... . . . . . . . . . . 7.750 • • • • • • • • • •• • • .925 • • !� • • j • • • i �' i.zso • i • • �e FRAME HEAD (4 TR4pgf • • • • • • • • • • •• • • • • ••• •• .080 2.bOO .775J— I I r 7.730----�1—L F25I FRAME SILL (4 TRACK) FRAME JAMB (4 TRACK) F24MF BOTTOM CORNER 4 TRACK SHOWN 2VISED with the Florida 17-1011.18 ,09/22/2020 MI•mW a Product Control O q F� z� � W 0tlo, � aioi 9 Oiiam t�$H 0aaIx oa S 0.3y LL(Zz�oi� Q WOpii S ATE OF.��` drawing r. no. %.s'... .•mac,_, W10-31 FRAME TOP CORNER 3 TRACK SHOWN FRAME BOTTOMGORNER 3 TRACK SHOWN EMME BOTTOM CORN R . 2 TRACK SHOWN m PANEL TOP/BOTTOM QOgt4 R MITERED BEAD CORNER (TYPICAL) PANEL TOP/BOTTOM CORNF SQUARE BEAD CORNER (OPTIONAL) PRODUCT REVISED 13uildirg comptylCodwlth the Florida Bnye NOA-No. 17-1011.18 Expiration Date 09/22/2020 Dy Miami- a ro uct Contro Sz I "v z q n Q � q -A 0 ,!. a dot 2 0 R 0 Log Qo ot;2 L 0 (D .1EMSd � N � U � 8 C j � n O Ja OC=NP� 7 D) n 3 CZ�n o drawg 9 no. I`W10-31 .. .. . • . .. .. . . . . . . . . . . . .... • .i /• �• • • • • FRAME TOP CORNER 3 TRACK SHOWN FRAME BOTTOMGORNER 3 TRACK SHOWN EMME BOTTOM CORN R . 2 TRACK SHOWN m PANEL TOP/BOTTOM QOgt4 R MITERED BEAD CORNER (TYPICAL) PANEL TOP/BOTTOM CORNF SQUARE BEAD CORNER (OPTIONAL) PRODUCT REVISED 13uildirg comptylCodwlth the Florida Bnye NOA-No. 17-1011.18 Expiration Date 09/22/2020 Dy Miami- a ro uct Contro Sz I "v z q n Q � q -A 0 ,!. a dot 2 0 R 0 Log Qo ot;2 L 0 (D .1EMSd � N � U � 8 C j � n O Ja OC=NP� 7 D) n 3 CZ�n o drawg 9 no. I`W10-31 MCHMECTUM DHOW' (mss) 404M i 3 Cor.^zzct4cnt or in 7,4.00" MAX. OVERALL _ Cry rr�i�FRAME WIDTH plastpro tT*,j ;Sv only Aw rt7V511erd'1aSi0it` r•' Iii aorm cr9, uUn givon In *w c .", -i:... _ ,;C m 5200 W. CENTURY BLVD. y�� '"`' Z-` in AN"l6SlO �C"""^�•'•"'�I l�tBCt:9�Itfl �il'':ibl`t^q' �i,• J LOS ANGELES, CA 90045for t' a8 Q9+a i Smooth / Wood Grain / White Wood Grdew*' �L"I'mucli'du��xrn. x x Rusfic / Mahogany - ~� b M w Series O Fiberglass Door 6 INSWING / OUTSWING L L "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product compiles with Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. When used in areas outside of the "HVHr requiring wind bome debris protection this product complies with Section 1609.12 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and Includes Wind Zone 4 as defined In ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "MZ". AN other configurations do not meet the water infiltration requirements for the'HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF COME= CONFIGURATION ` ":.MAX ': FRAME , DIMENSION., - + -SWING R '. :` = -•. DESIGN PRESSURE (PSF)' ' .POSE. ' NEG. :POS. .NEG.POS: NEG.': XX •��Zn INSWING +60.0 -60.0 +50.0 -60.0 +50.0 -60.0 E 74.0••x81.13• OUTSWING . +75.0 ..... ..lr.``% • za0= = i7 i m a N •; g Ea 9m�U �ti 8 �$a a N� 'maGa� 0 C; Z A 3d SO: \i1 CONFIGURATION ` ":.MAX ': FRAME , DIMENSION., - + -SWING R '. :` = -•. DESIGN PRESSURE (PSF)' ENDURAASTRAGAL ,. DLP ASTRAGAL- COLUMBIAASMAGAL .POSE. ' NEG. :POS. .NEG.POS: NEG.': XX 74.0••x82.0•• INSWING +60.0 -60.0 +50.0 -60.0 +50.0 -60.0 E 74.0••x81.13• OUTSWING +75.01-75.0 +75.0 •• ,��+ .. + .� .....,..v. o .n iu my nui na ueolyn prnssura GmNanons �z 13 �� MAX. FRAME IW.U" MAX. VVtRALL FRAME WIDTH 74.0•' MAX.OVERALL FRAME WIDTH i I �I 37.5" MAX. FRAME WIDTH I POS. . NEG.-. �--.POS.: ::NEG.,. POS. -NEG. ,. Oxxo 152.0••x82.0" z p0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 152.0" x 81.13" OUTSWING: •1 0.0 -50.0 :.0 0 •-50.0 +Scro -id e E X e x 0 • = i7 i m CONFIGURATION, MAX. FRAME a 't SWING ', ;': E MPR SURE (PS})• ; -,� ..,.....': EwoeRA ,gsrrR•plt 461jASTRAFAr> a GAr POS. . NEG.-. �--.POS.: ::NEG.,. POS. -NEG. ,. Oxxo 152.0••x82.0" INSWING +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 152.0" x 81.13" OUTSWING: •1 0.0 -50.0 :.0 0 •-50.0 +Scro -id e ....�.,,w..,�....,..��.,w..•no •n iu me nuRno amlyn pr�sur�mm��I�tS _ _ _ � � • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • SCALE: N.T.S. DWG. BY: JK CHK. er: LFS DRAWING NO.: FL -15210.6 SHEET i OF 16 FF 0.7^ 0.1c, CAP (PVC) HINGE STILE (LVL) 35.75" DOOR WIDTH 2 2 m 1 ui 4 s X �� 0 EXTERIOR "w INTERIOR HORIZONTAL CROSS SECTION SECTION 2 z..4�0 CAP (PVC) LATCH STILE (LVL) HARDWARE TARIE MANIlFACTVRERMAX. ' MOp�; ...'. DESIGN TOP RAIL (COMP.) • -PRESSURE 5 `. KWIKSET KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) ±]S SCHLAGE KNOB: 'P SERIES (FSl) +'� DEADBOLT: V SERIES (960/62) ?AMEX LEVER: FL38 SERIES ± %5 • • DEADBOLT: FD7 SERIES • • HOPPE MULTI -POINT LOCK: 3-POINTTONGUE }50 W L F MULTI -POINT LOCK: TRILENNIUM'3000' SERIES +75 SEE HARDWARE See sheets 8 and 9 for multipoint lock details. a TABLE SEE HARDWARE TABLE DOOR MNEL INTERIOR I I III EXTERIOR .a a' FIBERGLASS SKIN 10.125' MIN.THK.) FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) •• ••• •r•' 'LOT: •• BOT1i0A1 RAI • • "' •-�-• • • (COMP.) • • • • VERWCAL CROSS SECTION • • • • • • • • •• • • • • •• • • • • • • ••• • • • • TOP RAIL (COMP.) • • * k.•� o m INTERIOR I I III EXTERIOR .a a' FIBERGLASS SKIN 10.125' MIN.THK.) FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) •• ••• •r•' 'LOT: •• BOT1i0A1 RAI • • "' •-�-• • • (COMP.) • • • • VERWCAL CROSS SECTION • • • • • • • • •• • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rr►nl �� a M m zO U N •; o 0 0IL �• E Eo zm g t g S`o w a yw m' aa� �4 0 E 9z w old o -' zo 0 J oln am 4 am On 0 �I o C. E: 02/16/12 M. N.T.S. er: JK er: LFS WING NO.: FL -15210.6 :Er 2 OF 16 p o CAP C) \ STILE (LVL) H a 0 m 6 G c a D M a E q a g GI G2 0•a" EXTERIOR 0.63" — INTERIOR r rl1 HORIZONTAL CROSS SECTION 3 35.75' DOOR WIDTH 50 SIDELREPANEL TOP RAIL (COMP.) INTERIOR EXTERIOR FIBERGLASS SKIN ' (0.125' MIN. THK.) FOAM CORE (POLYURETHANE 1.9 PCF MIN.) BOTTOM RAIL • "� • • • • • (COMP.) • • • • ( KRTIC?A4LCROS&SECTIOAI • • ••• • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • •• ••• 0.7" w n • • o CAP C) \ STILE (LVL) H a 0 m 6 G c a D M a E q a g GI G2 0•a" EXTERIOR 0.63" — INTERIOR r rl1 HORIZONTAL CROSS SECTION 3 35.75' DOOR WIDTH 50 SIDELREPANEL TOP RAIL (COMP.) INTERIOR EXTERIOR FIBERGLASS SKIN ' (0.125' MIN. THK.) FOAM CORE (POLYURETHANE 1.9 PCF MIN.) BOTTOM RAIL • "� • • • • • (COMP.) • • • • ( KRTIC?A4LCROS&SECTIOAI • • ••• • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • •• ••• • • • • ••• • • • • • •• • • • • • • • ••• • • • ••• • • SCALE: N.T.S. DWG. U•: JK CNK. BY: LFS DRAWRIG NO.: FL -15210.6 SHEET 3 OF16 6 i e 20.50" MAX. D.L.O. WIDTH 24.22" MAX. FRAME WIDTH -.MANUFALMIER MAX DESIGN;-: ... _. �U ODL ± 75 b Q Xi Xi 5 -4 (TYP.) O LLN 4.25" (TYP.) 24" MAX. FRAME WIDTH 20.75' MAX. D.L.O. WIDTH x � to z = O LL o O 3 5/8" GLASS BITE 13 12 EXT. 1"OVERALL GLASS THK. 1 /8" ANNEALED GLASS 0.090' SAFLEJC®PVB INTERLAYER I/8" ANNEALED GLASS AIR SPACE 1/8" TEMPERED GLASS ALUMINUM SPACER 5 12 INT. G1 GIAIING DEFAIL EXT. 1 /7' GLASS BITE 1-1/4' OVERALL THK. GLASS — 1 /8" ANNEALED GLASS 0.097SAFLEX®PVB INTERLAYER I/8" ANNEALED GLASS AIRSPACE 1/8"TEMPERED GLASS J 1 /T NON -GROOVE SWIGGLE- W/ DELCHEM#80 POLYSULFIDE 1 /8" BACKFILL INT. 62 GLALNG DEFAIL * �n ry 'i ,'•. � t L Q M ii O o n ao /�''�lI11 11►\ ►\\ V N o 0 9 Z 0 Z U 0 a - \`ha a �• xw Jmd`� s4 3 EXT. FRAME 4 IM. fRAMEE 0 `o Z S ��,U 8 d Ln � JQ 1 S9' a —� • •1.06" `s 4 i • • • I -A • • • • • • • a1rE: 02/ i 6 12 I.S Sr lr. N.T.S. &n. FRAME • • 16 • FRAM • 17 SCREW CAP DWG. BY: JK • • • CHK. ar LFS • • • • • • • • • • • uwAVAHc NO.: • • • • • • • • • • • • • FL -15210.6 • • •• • • • • • • • • • • • • • SHEET _4 OF 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LfIE FRAME TAl1E -.MANUFALMIER MAX DESIGN;-: ... _. PRessuRs: s ODL ± 75 RSL ± 60 EXT. 1 /7' GLASS BITE 1-1/4' OVERALL THK. GLASS — 1 /8" ANNEALED GLASS 0.097SAFLEX®PVB INTERLAYER I/8" ANNEALED GLASS AIRSPACE 1/8"TEMPERED GLASS J 1 /T NON -GROOVE SWIGGLE- W/ DELCHEM#80 POLYSULFIDE 1 /8" BACKFILL INT. 62 GLALNG DEFAIL * �n ry 'i ,'•. � t L Q M ii O o n ao /�''�lI11 11►\ ►\\ V N o 0 9 Z 0 Z U 0 a - \`ha a �• xw Jmd`� s4 3 EXT. FRAME 4 IM. fRAMEE 0 `o Z S ��,U 8 d Ln � JQ 1 S9' a —� • •1.06" `s 4 i • • • I -A • • • • • • • a1rE: 02/ i 6 12 I.S Sr lr. N.T.S. &n. FRAME • • 16 • FRAM • 17 SCREW CAP DWG. BY: JK • • • CHK. ar LFS • • • • • • • • • • • uwAVAHc NO.: • • • • • • • • • • • • • FL -15210.6 • • •• • • • • • • • • • • • • • SHEET _4 OF 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s O 0 u E ••• • • • • ••• • • d 1 • • • • • • 0 6 X p 3 x ••• O b • ••• • o "r3 / St D 4 D ' .:. J O 10 Q] \\\ U o Z-o U t Q V~ LpLgi 6 aOIL 4N.F ma`� 7A� E c 7 o= 7 7 -4 , IL d of 0 o In / 0o a v] Z 0 4 °w N w 6 X p X m U � O 3 � D F >m LL - s N 4 D 2 7 Z 0 3 6 3 7 6 4 5 0 7 7 7 7 7 7 7 7 1 0 j ELEVATION ()00ELEVATIONJQXXQL w ] • • f • • • • • • • • • • • • • .- O c Z C •• ••• •• • • • • • • •• • DATE. i SME: N.T.S. ` DWG. BY -.JK m • • • • • • • • ONw ar: LFS 3 • • • • • • t • ORAMNC NO.: N • • • • • • • • •• • s • FL -15210.6 • • • • • • SHEET 5 Or 16 w — — ••• • • • • ••• • • d 1 • • • • • • 0 6 X p 3 x ••• O b • ••• • • / / D 4 D ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • NOTE: 1. Spacing for Item K: 6" and 7 more equally sl sldelte (9 total). S 1-1/4" MIN. EMB. (TYP.) �1 HORIZONTAL CROSS SECTION 6 Inswing shown - outswing also approved E C 0.15' D MINK L In'P•) 1 2 7 EXTERIOR 40 . 11 L 11 9 INTERIOR --- —I B 4QHORIZONTAL CROSS SEC1 ON 6 Inswing shown - outswing also approved EXTERIOR INTERIOR E * 1 2 C A `�.�,�, ••. G _ d 2 EXTERIOR SEE NOTE 1 INTERIOR L 111 11 50 o' 1-1/4" MIN. EMB. (TYP.) �] HORIZONTAL CROSS SECTION 6 Shown w/ Ix sub -buck EXTERIOR N n J=U n (J` �•Q" . Q�' m O C1 `i O go 0 m" O N a �a -°={ gE a m•cw a0 E Vz s Sa Z o w o 0o y o w am a o ¢ N D o a= o 2 a a o = z as T-- 02/16/12Z N.T.S. 9 BY.. JK m' LFS 3 � NO.: FL -15210.6 n 0 Er 6 OF 16 N •• • • .• • 7 • • • • • INfNR10R • • • • •�� • 65 70 80• ••• • ' ' •• 3 HORIZONTAL CROSS SECAQN . 6 Outsvnng shown - inst ingalso approved • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• 6:0 • • • • 0:0 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • N n J=U n (J` �•Q" . Q�' m O C1 `i O go 0 m" O N a �a -°={ gE a m•cw a0 E Vz s Sa Z o w o 0o y o w am a o ¢ N D o a= o 2 a a o = z as T-- 02/16/12Z N.T.S. 9 BY.. JK m' LFS 3 � NO.: FL -15210.6 n 0 Er 6 OF 16 N is D 8 Za 71 D C E C L K SEE NOTE 1 40 ) L tnzd 50 1 2 INTERIOR EXTERIOR 1 2 INTERIOR EXTERIOR GVERTICAL CROSS SECTION C1 VERTICAL CROSS SECTION Inswing shown - outswing also approved ) Outswing shown - inswing also approved NOTE 1. Spacing For item K: 6" from each end and at centerline. INTERIOR EXTERIOR INTERIOR 39 40 8 SEE NOTE 1 36 37 38 K 36 37 38 za �� n OE 4 VERTICAL CROSS SECTION 7 Inswing shown C5] VERTICAL CROSS SECIION 7) Outswing shown EXTERIOR,� : Lo ^N d W af z •��y $ W W M `` o n o z 7 `t UN •• o Z z U w 'm4aoiL af° �z EXTERIOR I 50 D (1 VERTICAL CROSS SECTION 7 Outswing shown 3 VERTICAL CROSS SECTION Inswing shown 2 f W ~ 0- 4, • • • z • • • • • �, • • • , DAM 02/16/12 SCALE: N.T.S. Bwc. BY: JK • - 000 • • •• • CHK. BY: LFS • • • rf'1 LWCIL CROSSSE*(V DRAWING No.: • • nor 1AMA t*eshold• • • FL -15210.6 • • • • • • • • • • • • SHEEn 7 --L6- (_5] f16 c 8 E 0 m O E 0 m 0 MANUAL RAISED TONGUE GEAR SYSTEM O O / o^ 0 O O 4 uQ 2.17' HO. MULTI-POfM LOCKSET �J 3•Point'fo,.: oI 1_ OI 0 T� o o < ai Lo O MULTI-POIMSTRIKEPIATE �LATCHANDDEADEOLTSTRIKEPLATE Tongue system jT�IKEi4A1B • • • • • • • • • _ as w • •• • • • • ••• • ...0 11 .. .•• •• • . • •• DATE: 02116112 SCALE N.T.S. • • • • • •• DwO. er: JK • • • • . • • • • • • • • • • . . .• • • • • • • • • • . • • • • • • • • . . • • • • • • • • • • • • • • • • • • • . . • CIIX. er: LFS DRANNO ND.: FL -15210.6 SHEET _�L OF 16 a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . . . . . . .. . . • • • • • • • • . • • • i�i��••..•.... . .. �4`T``� j ro • • • • • . • . • U N •. • . . . . ..• .• 55 i Ep .oeU \ g=g 9 O'W a. ma=a� cZ o y J b � 0 N pp no m � o a U 9 QI O � O ~ a a y >- M U m � a 57 60 0 Z Z W O 62 Q o � 0 M W Z O o Z U DATE: 02116112 i Ste: N.T.S. ° s owc. B+': JK m W & F Triennium 30DO SERIES ASTRAGAL STRIKE DETAIL cNK. e+: LFS 3 3 pt. Lock oNAWWC No.: m FL -15210.6 n 0 SKEET _.L of 16 a . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ELCO 1/t 1-1/4 1' 4 ULTRACON MASONRY EYP. HEAD. • . • & JAMBS • • • • • • �; OPENING TA►CON• CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to matarjoinh. 2. Concrete anchor Iocafiom noted as MAX ON CENTER' must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure tin AMAX. ON CENTER' dknensbn aro not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. ' `-.W&CLEARANCE . . . • • • • . . . .. . . a• • • • • 4..b 4R•• �. • • • • • .. • . .. EDGE b: I • (TYP-) � �.. � • . TA►CON ELCO 1/t 1-1/4 1' 4 ULTRACON MASONRY EYP. HEAD. • . • & JAMBS • • • • • • �; OPENING TA►CON• 2X BUCK — —� o r Tn SUCK ANCHORING ASTRAGAL STRIKE JAMB xx CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to matarjoinh. 2. Concrete anchor Iocafiom noted as MAX ON CENTER' must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure tin AMAX. ON CENTER' dknensbn aro not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. ' `-.W&CLEARANCE MIN.CLEAItANCE 'TOADJACENI;:; TY�E :...- EMBEDMENT;, TOMASONRY - .. EDGE b: .:" ANCHOR rrW TA►CON ELCO 1/t 1-1/4 1' 4 ULTRACON rtw 3/1P '-'14"r 1.1/2• TA►CON• WOOD SCREW INSTALL117ON NOTES: 1. Maintain a mk*rnwn S/8` edge dstance. 1 • end distance. E 1'o.c. spacing of wood screws to prevent the spfHtng of wood. 3" . SEE HINGE RYP)(TY P, 3" DETAIL (TYP.) ) T (TYP-) (TYP-) ( Ir II ( ( m L 2X BUCK SEE DETAIL 2 to MASONRY .. G IX BUCK OPENING TYP, HEAD on FRAME — & JAMBS — 2X BUCK 1 d Ix TYP. SILL D — 2x �0 1 r r► ti S E DETAIL I FRAME ANCHORING HINGE JAMB xx LATCH i DEAD BOLT DETAIL H IX BUCK L 2X BUCK 32 0 DETAIL I DETAIL 2 As haul throw bolts Attach astragal throw bolt of the threshold strike plate to frame (Outswing) as shown Ix 2X HINGE DETAIL Inswing HINGE DETAIL k Outswing a h ^w mQ M� ^O 2 O DATE 02116112 scAu* N.T.S. e JK DEVIL I CHK. BY: LFS Astrathrow bolts DING NO.: at the gOI RAWthreshold (Inswing) FL -15210.6 SHEET 10 OF E6 . . ... . . . ... . . . . . . . . . . • • • • • • •• • • • • •• • • • • • • • • • + MULLION • •• f1 �• • • B"(TYP) �✓T) 77 • 1• •• l i l• • I I • ••• • • • • •• • •• • • MASONRY • • • ••• •• D OPENING _ NP. HEAD & JAMBS 2X BUCK BUCK ANCHORING OXXO CONCRETEANCHOR NOTES: 1. Concrete anchor locations at the camas may be aclusted to maintain the Mn. edge distance to mortar joints. 2. Concrete anchorlocatiom noted os MAX. ON CENTER' mutt be adjusted to maintain the Mtn. edge distance to mortar joints, additional concrete anchors may be required to enstm the WAX. ON CENTER" dkneralon are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN.,. MIN.%CLEARANCE: MIN. CLEARANCE ... 'i TYKE- I I FMbEDMENt,. TO MASONRY To ADJACENT I ..:.. .__ :.EDGE- .:'; ::...., ..ANCHOR I TW * iACON 1/4" 1.1/4" r C ELCO ULTRACON Z o Co o U N •; Z SEE HINGE 1' 4' ITW . 3/16" 1.1/4' r 1-1/r TA►CON L m a' WOOD SCREW iMIALLAWN NOTES: 1. Maintain a n**mmn 5/b• edge distance, i"end distance, d i"o.c. spacing of wood screws to prevent the spitting of wood. 4" T q �IPP.) op.) PP.) � -) �P) �. (i I I I I 1 1 I I I I I I I I r!1� fir• : y��• 6 0� fq go SEE SEE DETAIL 2 Z o Co o U N •; Z SEE HINGE DETAIL (TYP.) N E z° Z m° o L O L BUCK L m a' '.-5 — G 1X BUCK — E oZ NHEAD MULLION MULLION _ — & JAMBS O ZUZ Q �p s� 1W CLQ o D n'P• m z � U SILL 1 1 1 I I I I ^ � � SEE DETAIL 1 ASTRAGAL STRIKE JAMB FRAME ANCHORING OXXO 28 M 27 IATCN b DEAD BOLT DETAIL HINGE DEVIL HINGE DETAIL Inswing Outswing H 1x L 2X 32 O O 61 DETAIL 1 DETAIL i Ashagal throw bolts Astragal throw bolts at the tMeshold at the threshold (Inswing) (Outsw ng) BUCK BUCK DETAIL T Attach astragal throw bolt strike plate to frame as shown N.T.S. i• e+': JK BY. LFS •wc No.: FL -15210.6 Er _I 1 a16 �. 0 ro r!1� fir• : y��• 6 0� fq go �%`` Z o Co o U N •; Z SEE HINGE DETAIL (TYP.) N E z° Z m° o L O 9 , WW c; a .7 m a' '.-5 E oZ o ' � z O ZUZ Q �p s� 1W CLQ o m z � U O a ~ an a HINGE JAMB x r H 1x L 2X 32 O O 61 DETAIL 1 DETAIL i Ashagal throw bolts Astragal throw bolts at the tMeshold at the threshold (Inswing) (Outsw ng) BUCK BUCK DETAIL T Attach astragal throw bolt strike plate to frame as shown N.T.S. i• e+': JK BY. LFS •wc No.: FL -15210.6 Er _I 1 a16 . . ... . . . ... . .. .. . . . .. .. . . . . . . . . . . . . ... . . . . .. . . . •. . . . . . In . . p;Nv • • • • •.• •I PVI \\ • • • • • • • 4•5" . • • • • • •. 0.5 2 h gr°' 9m�W 3.5 3.5' ` a to �Qc°a 11 25 11 25 D o r m a a cG 19.38"z 19.38" € v° c Nl 0 'U. 21.38" 21.W' 31.88" 31.88" o Q J 00 g > J m ASTRAGAL SCREW LOCATIONS W N 3.99" m 0.478" — �{ --- 0.478- 1.75" .476"1.75 N In p Z T+� W O_ 00.346" >n � t7 W 0.975 O00.335 do 2D.0" `4 0.06" I � � � I O II W 00.166" —�{ F-- m Q M � 65 ' 11R �AI CONCEALED STiFFENERSTIFFENER 67 SLIDE EOLT ROD ^ z DLP e° —:02116112 Typ. fop S boflom ofastragol : JK sGA�: N.T.S. top through 1.98" ow—er bottom through 1.98' CNK. Bf: LFS DRAWING NO.: FL -15210.6 I SHEET 12 OF 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . . . . . . •. . . . . .. . . . . . . . . • • • • • • ••• • • • • • • • • • • • • • .•• • •0.e •.• 0 •- • • • • • • • • • • • •• • • • i •• 15' of 30" — 41' .37S' (�— I 1.38" *ALUMINUM ASTRAGAI �� By Columbia 5.5 DEAD BOLT (THRU HOLE) LATCH (THRU HOLE) 6'-8* ALUMINUM ASTRAGAL ASSEMBLY By Columbla 83 82 84 80 VIEW D -D Aluminum Astragal Assembly 0 0.85m 82 $� FLUSHBOLT RETAINER Top I bottom Aluminum 6063-T5 ``````% * r ''I, \�` 33.125 :\�Q�•' .w a 0.75' I�" •• ''•.... ..•. � ``\\ J i � 0 1.75 'life t'1%I �i�z co z 6.75"—f; m U N •; i Zxz. 21.75' OI �`v u 9 6`o a VC a N t m �w a: Q. — 32.75' g n zo '4 ,?IL A ?a Q Mo FLUSHBOLTROD ' z v 84 Steel �� 02/16/12 law owc. 91,K m cHK. ar: LFS 3 oraw1+6 Ho.: � FL -15210.6 N 0 sHEEr 13 of 16 n . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . z 5.5(r 33.125' • • • • • • • *00 • • DEAD BOLT (THRU HOLE) • LATCH (BUND HOLE) ��•, . . ... . . . . .. . . . . • • . . .. . • • • . • . . . . . . . • ••• • • • •�• z 5.5(r 33.125' • • • • • • • *00 • • DEAD BOLT (THRU HOLE) • LATCH (BUND HOLE) ��•, ; t w n • • • • I „ V0�Z �v n Z' .1 g0 5m•cw • • • • • •• • • •• • "fit I11I • 2.7. 2.50" \ ti 3.75" 250" 3.63' \v, a u^ ° c° o l 10.75' 18.75"-26.75 10.50' K � m a a ¢ 4 18.50" E. c Z 26.5U' m v° 8 �a o D O O 00 a� o 6'-d" ALUMINUM ASTRAGAL ASSEMBLY 00 s By Endura U 0: a O a 71 ,r mm 73 70 a s N O W N Z _O VIEW A -A n 0 al Aluminum Astragal Assembly o v � ^w 3 19.63" O ci 1.63" rn z Q F�,.75' a� 02116112 a : N.T.S. 70 ALUMINUMASTRAGAL 73 SUDEBOLT ROD 71 BOLTREfA1NER DG.T.JK m CNK. BY: LFS 3 By Endura Product MATL Steel ML9-3/4" Aluminum DRAWING NO.: FL -15210.6 a a sNeEr 14 Or 16 N . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . g"� OUTSWING THRESHOLD Columbia'gh Dam (SB1J (g OUTSWING THRESHOLD DIP (Qo") I ii _2UTSWING THRESHOLD "� Endura (,_S.Z) e� INSWING THRESHOLD `•fFndura (Z-SedesJ UTSWING THRESHOID i Cohimbia (575) T, L - *NSWING THRESHOLD "� Columbia INMG THRESHOLD DU' ,CS) 4.56" ---�{ I O 2.44"213"—�J POLYFIEERJAME Plaslprp 4.56" ----�{ iv 2.36" — —i— 2.2' Z WOOD JAMS L0 I1- D.sr 7 WEATHERSTRIP Endura Force S 4S6" 29 ADA THRESHOLD DLP �-- 2.5" is1 OUiSWING SIDELIIE ADA � R .aa q11NSWING SIDEl1iE ADAPTER a 2.08T . { o I ��DOOR EO110M SWEEP m S ... ... * .. .. Z n (/—� O� .......... pp 111 ILS o n 0° 4.56" • • a • • •.• • • cw a IL �. Ng ma`L v i `o en O 'TNG THRESHOLD `�) DLP (QOSR) g"� OUTSWING THRESHOLD Columbia'gh Dam (SB1J (g OUTSWING THRESHOLD DIP (Qo") I ii _2UTSWING THRESHOLD "� Endura (,_S.Z) e� INSWING THRESHOLD `•fFndura (Z-SedesJ UTSWING THRESHOID i Cohimbia (575) T, L - *NSWING THRESHOLD "� Columbia INMG THRESHOLD DU' ,CS) 4.56" ---�{ I O 2.44"213"—�J POLYFIEERJAME Plaslprp 4.56" ----�{ iv 2.36" — —i— 2.2' Z WOOD JAMS L0 I1- D.sr 7 WEATHERSTRIP Endura Force S 4S6" 29 ADA THRESHOLD DLP �-- 2.5" is1 OUiSWING SIDELIIE ADA � R .aa q11NSWING SIDEl1iE ADAPTER a 2.08T . { o I ��DOOR EO110M SWEEP sruc: N.T.S. DWG. ar: JK CNK. BY. i FS FL -15210.6 -Er 15 OF 16 m S * _ _ Z n (/—� O� .......... pp 111 ILS o n 0° �j• z° U N•• ti a Eo gid zm.0 cw a IL �. Ng ma`L v i `o sruc: N.T.S. DWG. ar: JK CNK. BY. i FS FL -15210.6 -Er 15 OF 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . • . . 55 U #10X1-1/7'PFHSCREW STEEL 57 BACKING PLATE STEEL 58 #8 X 2" PFH WS STEEL 60 MULTI -POINT STRIKE PLATE STEEL 62 LOCK ASSEMBLY STEEL 65 DLP ASTRAGAL ALUM 66 CONCEALED STIFFENER ALUM 67 SLIDE BOLT ROD ALUM 70 ASTRAGAL BY ENDURA ALUM 71 BOLT RETAINER (9-3/4!') ALUM 73 SLIDE BOLT ROD STEEL 80 ASTRAGAL BY COLUMBIA ALUM 81 FLUSHBOLT RETAINER ALUM 82 FLUSHBOLi RETAINER ALUM 83 FLUSHBOLT ROD STEEL 88 2X REINFORCEMENTSG>=0.55 WOOD PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 55 U #10X1-1/7'PFHSCREW STEEL 57 BACKING PLATE STEEL 58 #8 X 2" PFH WS STEEL 60 MULTI -POINT STRIKE PLATE STEEL 62 LOCK ASSEMBLY STEEL 65 DLP ASTRAGAL ALUM 66 CONCEALED STIFFENER ALUM 67 SLIDE BOLT ROD ALUM 70 ASTRAGAL BY ENDURA ALUM 71 BOLT RETAINER (9-3/4!') ALUM 73 SLIDE BOLT ROD STEEL 80 ASTRAGAL BY COLUMBIA ALUM 81 FLUSHBOLT RETAINER ALUM 82 FLUSHBOLi RETAINER ALUM 83 FLUSHBOLT ROD STEEL 88 2X REINFORCEMENTSG>=0.55 WOOD ,J n 4' a ''''''ffff1.11 f ```` 0 . •p Z no •• MEa Zm°•v N 8 �: 9 ma `o a aaN� a� 4 o oZ 3d o tn o ��J o amiJ � m o a a �m .r 0 N N Z O_ N o � k i w Q i no o c z oArE:02116112 N.T.S. B+' JK a CHK BY, LFS 3 DRAWING FL- 15210.6 NO.: O C sHEEr 76 DF 16 a • • • • I AIERIA • ITEM • DESC • • • • • • • • • MATERIAL A IX BUCK SG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4" MAX. S SPC - D 1/4"X 2-3/4Iff 0 PFH EYCO�OFiITV!�C GR Epp/ STEEL MASONRY - G00 IN•C CQAFORMM TO ACI E 301 OR HO dW O K QONFORMIIIGiO ASTM C0 CONCRETE G 1 /4" X 3-3/x" PFH C OR R R STEEL H 3/16"x3-1/4"PFHfIW CONCRETE SCREW STEEL I 1 /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K #9 X 2-1/2" PFH WOOD SCREW STEEL L #8 X 2-1 /2" PFH WOOD SCREW STEEL M #8 X 1-1 /2" PFH WOOD SCREW STEEL 1 POLY FIBER JAMB COMP. /VINYL 2 FINGER JOINTED PINE FRAME WOOD 3 EXT. FRAME (ODL) ALUM. 4 INT. FRAME (ODL) ALUM. 5 #7-19 X 1-3/4" PPH SELF -DRILLING SMS STEEL 6 # 10 X 1.9/4" PPH WOOD SCREW STEEL 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL �u m 9 4" X 4"BUTT HINGE STEEL 11 #9 X 3/4"PFH WOOD SCREW STEEL 12 NON STRUCTURAL SEALANT SILICONE 13 STRUCTURAL SIUCINE (DOW 995) SILICONE 15 EXT. FRAME (BY ROYAL MOULDINGS PVC 16 INT. FRAME (BY ROYAL MOULDINGS) PVC 17 SCREW CAP (BY ROYAL MOULDINGS) PVC 22 3 POINT'TONGUE" MULTI-POIM LOCKSEi (Mfg. BY HOPPE) STEEL 23 MULTI -POINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL W a. 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 35 OUTSWING SIDELITE ADAPTER VINYL 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP � 39 INSWING SIDELITE ADAPTER VINYL ,0 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 50 SIDELITE PANEL - SEE SIDELITE Halabu Residence Residential Remodel 9632 N.E. 5th Avenue Road Miami Shores, Florida Add'1 Structural Calculations for Relocated Beam "B-3" Design Criteria: The 2017 Florida Building Code, 175 m.p.h. 3 -second ultimate Gust Velocity, Exposure "C", Enclosed Building (GCpi = +/-0.18), Risk Category II. Sheet Index Page i ........................ Cover Sheet Page 2 ........................ Design Load Schedule Pages 3 thru 10 ......... Analysis for Re -located 2nd Floor Beam "B-3" Pages ii thru 14 ......... Analysis for Columns & Foundations Architect: ARCHITECT ONE . COM - ARCHITECTURE 825 S.E. 81h Avenue, Suite 1o1 Deerfield Beach, Florida 33441 Phone: (954) 427-1o69 FAX: (954) 428-9133 Structural Engineer: Thomas M. Kelaher. P.E. — 11o8 Southeast 14th Terrace Deerfield Beach, Florida 3344 Phone: (954) 360-96�.Q`�••••••••.. - FAX: (954) 360 -di ••�CENSC^' � y, NO. 40159 Florida P.E. #40159 A -v -.fl _ A q . I Gu- 1 0'+ i. DESIGN LOAD SCHEDULE - ALL LOADS SHOWN ARE IN POUNDS PER SQ. FT. cG O a W � Cn � O Q w x O w Cn � COMPONENT , a N Cn ROOF FRAMING & SHEATHING 10 - - ROOF SYSTEM 15 - DECKING - CEILING & MECHANICAL BELOW 10 8 FLOOR SYSTEM - 7 _ FLOOR FINISHES - 10 - STAIR CONSTRUCTION - 20 INTERIOR PARTITIONS - 15 - TOTAL DEAD LOAD 35 40 20 TOTAL LIVE LOAD 20 40 60 TOTAL LOAD 55 80 80 Thomas M. Kelaher P.E. Structural Consultants Florida P.E. #40159 1108 S.E. 14th Terrace Deerfield Beach, FL 33441 Phone: (954) 360-9628 Fax: (954) 360-0173 tkelaherengr@comcast.net * ALSO, 300 LB. POINT LOAD PER TREAD, PER FBC 1615.5 AND ASCE 7, TABLE 4-1 Halabu Residence "Residential Remodel" 9632 N.E. 5th Ave. Road, Miami Shores, Florida Details By: T. K. I Job No. 18-05-010 1Date: 05/23/2018 1 Architect: By: T. K. Architect One.com Architecture 21 Icov,�-C-�,� r;;e�V^5 - 16'-0" WET WF I`L i u t, w 41 Lo - •D' TRUSS S 0 16"[.C-. L NEV NOTE: CONTRACTOR SHALL TIE THE EXISTING ROOF DECK TO THE NEW WALL CONSTRUCTION USING RIGID FASTENING, SUCH AS 2X NAILING WITH 12d NAILS OR PAF'S TO THE STEEL BEA 1 � . Thomas M. Kelaher P.E. Halabu Residence Structural Consultants Florida P.E. #40159 "Residential Remodel' 9632 N.E. 5th Ave. Road, Miami Shores, Florida Details By: T. K. Job No. 18-05-010 Date: 05/23/2018 Architect: 1108 S.E. 14th Terrace Deerfield Beach, FL 33441 Phone: (954) 360-9628 Architect Checked By: T. K. Rev. Date: Scale: Fax: (954) 360-0173 One.com tkelaherengr@comcast.net Architecture 811 K Z..ej t l VJIP(--Ir L,L CT � to 1 -/Le -f o S rsr VV W ,V• t_, I, IZ � Ir-ILIc ttiJ4ze,0-1 , ( -71 x +0 ?S f- - 1-1 */L- WU L - 10 Z */L -r - Thomas M. Kelaher P.E. Halabu Residence Structural Consultants Florida P.E. #40159 1108 S.E. 14th Terrace Deerfield Beach, FL 33441 "Residential Remodel" 9632 N.E. 5th Ave. Road, Miami Shores, Florida Details By: T. K. Job No. 18-05-010 Date: 05/23/2018 Architect: Phone: (954) 360-9628 Fax: (954) 360-0173 tkelaherengr@comcast.net Architect One.com Architecture L� I Checked By: T. K. Rev. Date: Scale: HALABU RESIDENCE - New Beam "B-3" Re -located Beam to carry Existing Low Roof Try 8" x 28" Concrete Beam Max. Ultimate Loads Archon Beam Design Program INPUT DATA Beam Type = Beam Classification = W Total Length = 23.00(ft) Unbraced Length = 2.000(ft) Young's Modulus = 3.61E+06(psi) Moment of Inertia = 5333(in^4) Section Modulus = 0(in^3) Strong Axis Bending! Both ends of the beam are pinned. LOADS ( 1) Level Unif. Load = 2285(lbs/ft) Starting 0(ft) from the left side. Over a length of 23.00(ft). OUTPUT Max. Moment= 1.5 1 E+05(ft-lbs) Max. Shear = -2.63E+04(lbs) Max Deflection = 0.747(in) Reaction R1 = 2.63E+04(lbs) Reaction R2 = 2.63E+04(lbs) CODE CHECK DATA, AISC (ASD) 9th Ed. HALABU RESIDENCE - New Beam "B-3" Re -located Beam to carry Existing Low Roof Try 8" x 28" Concrete Beam Max. Ultimate Loads SHEAR DIAGRAM MOMENT DIAGRAM DEFLECTED SHAPE BEAM SYSTEM Max. Moment = 1.51 E+05 ft -lbs = Is-/ 1 iL Max. Def. = 0.747 in HALABU RESIDENCE - New Beam "B-3" Re -located Beam to carry Existing Low Roof Try 8" x 28" Concrete Beam P�sn'' Archon Beam Design Program INPUT DATA Beam Type = Beam Classification = W Total Length = 23.00(ft) Unbraced Length = 2.000(ft) Young's Modulus = 3.61E+06(psi) Moment of Inertia = 5333(in^4) Section Modulus = 0(in^3) Strong Axis Bending! Both ends of the beam are pinned. LOADS ( 1) Level Unif. Load = 1578(lbs/ft) Starting 0(ft) from the left side. Over a length of 23.00(ft). OUTPUT Max. Moment = 1.04E+05(ft-lbs) Max. Shear= -1.81E+04(lbs) Max Deflection = 0.516(in) Reaction R1 = 1.81E+04(lbs) Reaction R2 = 1.81E+04(lbs) CODE CHECK DATA, AISC (ASD) 9th Ed. R HALABU RESIDENCE - New Beam "B-3" Re -located Beam to carry Existing Low Roof Try 8" x 28" Concrete Beam SHEAR DIAGRAM MOMENT DIAGRAM DEFLECTED SHAPE BEAM SYSTEM Max. Shear = -1.81 E+04 lbs EMax.Moment = 1.04E+OSft-lbs Max. Def. = 0.516 in �I "RECTBEAM.xis" Program Version 3.1 RECTANGULAR CONCRETE BEAM/SECTION ANALYSIS Flexure, Shear, Crack Control, and Inertia for Singly or Doubly Reinforced Sections Per ACI 318-99 Code Job Name: JHALABU RESIDENCE I Subject: Re -located Beam "B-3" Job Number: ITry 8" wide x 28" deep (min.) deep beam Originator: T.K. I Checker: Input Data: r Beam or Slab Section? for Beam -Type Section: b=8" Beam Exterior or Interior Exposure? Interior _ Reinforcing Yield Strength, fy = 60- ksi y F, Concrete Comp. Strength, f'c = 4ksi m h=28"� d=25.75" Beam Width, b = 8.000 in. , Depth to Tension Reinforcing, d = Y 25.75_0 a in. J `w Total Beam Depth, h = 28.000_ in. As=1.58 Tension Reinforcing, As = in.^2 _Singly Reinforced Section 1.580 No. of Tension Bars in Beam, Nb = .^ = Av(stirrup)•(12/s2) 2 Icr = Tension Reinf. Bar Spacing, sl = _2.000 4.50_0 Wrt in. d' b Clear Cover to Tension Reinf., Cc = 2 2 in .^ - Av(prov) = 0.26 in.^, O.K. in. Depth to Compression Reinf., d'= 0.000 � in. A's Compression Reinforcing, A's = _ 0.000 in.^z Working Stress Moment, Ma = 104.00-� ft -kips h`¢ d Ultimate Design Moment, Mu = 151.0_0 ft -kips Ultimate Design Shear, Vu=--26.30 kips" r #Total Stirrup Area, Av(stirrup) = _-_0.220 . in A2 `` ` ""w" As Tie/Stirrup Spacing, s2 = 10.0000_ - in. Doubly Reinforced Section Moment Capacity Check for Beam -Type Section: P1 =0.8_5_ P(temp) = c = _ 4.100 in. a = 3.485 in. pb = _ 0.02851 P(Prov) = 0.00767 p(min) = 0.00333 As(min) = 0.687 in.^2 <= As = 1.58 in.^2, O.K. P(temp) = N.A. (total for section) As(temp) = N.A. in.^2/face p(max) = 34.02 ksi 0.02138_ As(max) = 4.404 _ - in.^2 - As = 1.58 in.^2, O.K. Vs = N.A. ksi Wn = 170.69 ft -k >= Mu = 151 ft -k, O.K. Shear Capacity Check for Beam -Type Section: Crack Control (Distribution of Reinf.): Per ACl 318-99 Code: Es = 29000 ksi Ec = 360_5 ksi n = _ 8.04 n = Es/Ec fs = 34.02 ksi fs(used) = 34.02 ksi sl (max) = 12.12 in. - s1 = 4.5 in., O.K. Per ACI 318-95 Code: do = 2 - 2-5 0-0-1 in. Z=[ 116.83 Ik/in. z(allow) = 175.00 k/in. >= z = 116.83 Win., 0. Moment of Inertia for Deflection: �Vc = 22.15kips _ fr = ksi OVs = 28.89 kips kd = _0.474 �� 7.5952 in. OVn = OVc+oVs = 51.04 kips >= vu = 26.3 kips, O.K. Ig = 14634.67 in.^4 OVs(max) = 7 88.59 _ -26,47 -in kips - Vs = 28.89 kips, O.K. Mcr = ft -k Av(prov) = 0 �V0.032 .^ = Av(stirrup)•(12/s2) 2 Icr = _3541.32_ 57.61 ! in.^4 Av(req'd) = 2 2 in .^ - Av(prov) = 0.26 in.^, O.K. Ie =1--59d9.45' in.^4 (for deflection) Av(min) = 0.067 in.^2 <= Av(prov) = 0.26 in.^2, O.K. s2(max) = 12.875 in. >= s2 =10 in., O.K. 1 of 1 to ✓� Thomas A Kelaher P.E. Structural Consultants Florida P.E. #40159 1108 S.E. 14th Terrace Deerfield Beach, FL 33441 Phone: (954) 360-9628 Far: (954) 360-0173 tkelaherengr@comcast.net -t-- 2, o ►= C I, I+. ) `I x zJ- if v,j/ g it 5715 O �_-_ Halabu Residence "Residential Remodel" 9632 N.E. 5th Ave. Road, Miami Shores, Florida Details By: T. K Job No. 18-05-010 Date: 05/23!2018 Architect: Checked By: T. K. Rev. Date: Scale: Architect One.com Architecture WinCrete Column Analysis P B X o e Y H Bending is about M the Y axis. INPUT DATA: Rect. Column is 8.00 inches by 24.00 inches. Column height is 9.75 ft. Concrete compressive strength is 3000.0 psi Rebar yield strength is 60000.0 psi Concrete cover over rebar is 1.50 inches. Minimum number of bars in column is 8 Top of column is prevented from sidesway. Input eccentricity = 1 inches. Applied Axial load is 65900.00 lbs. OUTPUT DATA: Use 8 #5 Vert. Bars. Total Required Steel Area = 1.92 sq -in Resultant eccentricity= 4.11 inches Moment magnification = 0.00 Ultimate Load Capacity = 240636.60 lbs Use #3 Ties. Maximum tie vert. spacing is 8.00 in IZ -r" 5x S:" x 1(6 fjZ_ r"\ 0, � , 5 1 6-9-0"V-- 1� p-v.R.ss V -t -Q- = 1, 5 Y -Z,7 psF- CL -�-, s-00 Ps r Thomas M. Kelaher P.E. Halabu Residence Structural Consultants Florida P.E. #40159 "Residential Remodel" 9632 N.E. 5th Ave. Road, Miami Shores, Florida 1108 S.E. 14th Terrace Deerfield Beach, FL 33441 Details By: T. K. Job No. 18-05-010 Date: 05/23/2018 Architect: Phone: (954) 360-9628 Fax: (954) 360-0173 tkelaherengr@comcast.net Architect One.com Architecture Checked By: T. K. Rev. Date: Scale: ARCHON SINGLE FOOTING OUTPUT: ANALYSIS OUTPUT: Resultant is within middle third! Punching Shear Stress = 32.16 psi Allowable punching Shear Stress= 219.09 psi Concrete Bearing Stress =341.52 psi Allowable Concrete Bearing Stress =1785.00 psi -� Soil Bearing Pressure = 1893.3 Psf Allowable Soil Bearing Pressure =2500. f Rebar area for one layer in center = 0.35 sq-in/ft A #6 bar at 12 in. spacing each way will work. ACI Minimum Reinforcement Governs! Rebar area for two layers, top and bottom = 0.17 sq-in/ft A #4 bar at 12 in. spacing each way will work. ACI Minimum Reinforcement Governs! ANALYSIS SUPPORT DATA: Maximum Bending Moment = 6177.8 ft -lbs Rebar yield strength = 60000.0 psi Concrete Compressive Strength = 3000.0 psi Concrete Density = 145.0 pcf Fill Density = 120.0 pd Fill Height Over Footing = 0.0 ft Rebar Cover = 3.00 in CORNER PRESSURES Upper Left = 1893.33 psf Upper Right = 1893.33 psf Lower Left = 1893.33 psf Lower Right = 1893.33 psf ACI Minimun Steel Area = 0.35 sq -in ACI Maximum Steel Area =3.08 sq -in GEOMETRY/LOADS Slab X Dimension = 5.00 ft Slab Y Dimension = 5.00 ft Column X Side Dimension = 0.67 ft Column Y Side Dimension = 2.00 ft Column Location on Slab, X direction = 2.50 ft Column Location on Slab, Y direction = 2.50 ft Slab Thickness = 16.00 in Applied Load on Column, Factored = 65900.00 lbs Applied Load on Column, Unfactored = 42500.00 lbs Applied Moment about X axis, Factored = 0.00 ft -lbs Applied Moment about y axis, Factored = 0.00 ft -lbs Applied Moment about X axis, Unfactored = 0.00 ft -lbs Applied Moment about y axis, Unfactored = 0.00 ft -lbs Uplift load =0.00 lbs [Alt