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WS-10-20-2389Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number t NE 109TH ST, Miami Shores, FL 33161 1121360110400 :ontacts JUAN & MARIA SANCHEZ Owner A G CONTRACTORS & DESIGN CORP Contractor ANDRES ALVAREZ Other:3053450202 Business:7862384601 CARLOS@AAGCGROUP.COM I il Ins ection Requests: Description: REPLACE 12 WINDOWS AND 1 WINDOWS TO Valuation: $ 9,700.00 305464949 FRENCH DOOR I TotalSq Feet: 0.00 i Fees Amount Application Fee - Other $50.00 CCF $6.00 DBPR Fee $3.45 DCA Fee $2.30 Education Surcharge $2.00 Scanning Fee $12.00 Structural Review ($45) $45.00 Structural Review ($45) $45.00 Technology Fee $5.75 Windows/Shutters Fee $180.00 Total: $351.50 Payments Date Paid Amt Paid Total Fees $351.50 Cash 01/06/2021 $301.50 Cash 10/20/2020 $50.00 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 cong9jbr to do the work stated. Authorized Signature: Owner / Applicant / Contractor / January 06, 2021 Date Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 2 NE 109TH ST, Miami Shores, FL 33161 1121360110400 Contacts JUAN & MARIA SANCHEZ Owner A G CONTRACTORS & DESIGN CORP Contractor ANDRES ALVAREZ Other:3053450202 Business:7862384601 CARLOS@AAGCGROUP.COM ....� � —� ...�. __........�..... ..._...........w_. ....-------._---- �..__.._...�.� — �_ Q Inspection Requests Description: REPLACE 12 WINDOWS AND 1 WINDOWS TO Valuation: $ 9,700.00 I 3fJS 762 4949 \ ,� FRENCH DOOR i Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $6.00 DBPR Fee $3.45 DCA Fee $2.30 Education Surcharge $2.00 Scanning Fee $12.00 Structural Review ($45) $45.00 Structural Review ($45) $45.00 Technology Fee $5.75 Windows/Shutters Fee $180.00 Total: $351.50 Applicant Copy Payments Date Paid Amt Paid Total Fees $351.50 Cash 01/06/2021 $301.50 Cash 10/20/2020 $50.00 Amount Due: $0.00 For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. January 06, 2021 Page 1 of 2 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 PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING REC E��.TEI� B rF, BBC 20 ( � Master Permit No. wJ —1 20 2309 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 2 log S f City: Miami Shores County: Miami Dade Zip: folio/Parcel#: i — 27- i 7 ` 0 Olt OD Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): JUCLA fv " ��1C ' CAPUck �-C��l>q{Rhone#: ', C05 "CiBC4--+95 Address: 2 NG 1vEj- K S'Veet City: t- Icyni State: _FI Zip: TenantLessee Name: Jycdl re?Y,, Scmi-, ( cicku,- , Phone#: Email: "P^e, A/01iG/!/I /i/7,-AF_C1VoJ , r^A CONTRACTOR: Company ' Name: Address: I &-L /� v e /11 City: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: Phone#: 7O Z-3 Zip: ✓t / Phone#: � b C� 1 _Certificate of Competency #: _ Phone#: Address: City: State: I ) Zip: r_ Value of Work for this Permit: $ / Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration New Repair/Replace ❑ Demolition Description of Work: Li U'tn!i°Z n Oi/LPtiV L1M l Q oC. Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ � ffll TOTAL FEE NOW DUE $ (Revised02/24/2014) 0 - R 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 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 commen ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In a sence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. i Signature QUC`l OWNER or AGENT The foregoing instrument was /acknowledged before me this day of 0 I— 20 - O _ by who is pers` onalIv known to me or who has produced ot Cam,, T- t& as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: �� ,77-, zy 4i-1 FC1uL2 N CG ,.204 ;tF +RE=.S: ne 3, 20 E22 APPROVED BY y� Signature CONTRACTOR The foregoing instrument Was acknowledged before me this _9 day of ev, 200,0 by ®S who is personally known to me or who has produced as �2 �. as identification and who did take an oath. ~ NOTARY PUBLIC: Sign: Print: Seal: i i Plans Examiner /) Structural Review ^" CAfi Cr3 Ei0RAC10 G0N7ALEZ, S z .t!4 - My C0N`i&, l: S;0N # GG 224204 - � EXPiRE:G: Jim¢ 3, 2022 �: �kaY.+.k &,'��F * �E�l9PIF7�F1� !N A4!7d??iftiSMP�K�ik7�^*Nf.iE%KaK�K,Y Zoning Clerk (Revised02/24/2014) OFFICE Of THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-011-0400 Property Address: 2 NE 109 ST Miami Shores, FL 33161-7040 Owner JUAN ESTEBAN SANCHEZ ANGEL CLAUDIA P ECHEVARRI GONZALEZ Mailing Address 2 NE 109 ST MIAMI SHORES, FL 33161 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds I Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,956 Sq.Ft Living Area 1,421 Sq.Ft Adjusted Area 1,689 Sq.Ft Lot Size 9,184.41 Sq.Ft Year Built 1952 Assessment Information Year 20201 2019 2018 Land Value $229,623 $229,623 $229,623 Building Value $123,432 $124,4121 $125,391 XF Value $2,878 $3,18 s1 $3,222 Market Value $355,933 $357,216 $358,236 Assessed Value $355,933 $357,2161 $358,236 Benefits Information Benefit Type 2020 2019 2018 Homestead Exemption 1 $25,000 $25,0001 $25,000 Second Homestead Exemption L $25,10001 $25,0001 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 36 52 41 PB 52-33 DUNNINGS MIAMI SHORES EXT NO 7 LOT 8, BLK 215 LOT SIZE 74.670 X 123 OR 19549-2479 03 2001 1 Generated On : 10/6/2021 Taxable Value Information 2020 2019 2018 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $305,933 $307,216 $308,236 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $330,933 $332,216 $333,236 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $305,933 $307,216 $308,236 Regional Exemption Value 1 $50,000 $50,0001 $50,000 Taxable Value 1 $305,933, $307,216 $308,236 Sales Information Previous OR j Sale Price Book- Qualification Description Page 08/14/2020 $518,000 32067- Qual by exam of deed 2635 06/24/2016 $412,000 30132- Qual by exam of deed 0271 05/01/2007 $0 25856- Sales which are disqualified as a result of 3787� pexamination of the deed 03/01/2001 $168,000 19549iSales which are qualified 2479 1 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version 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: Windows, Doors, Skylights or Fixed Glass (cladding) Permits 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 (N/OA). Acknow d ement: e Qualifier/ ner Signature Date Print Name f i t I C \...1 't i d 1 1 A+' r S 1 G CONTRACT PROJECT INFORMATION DATE: 10/01/2020 Owner Name: Claudia Echeverri owner Email Address: rogerfinancialinvesting@hotmaiLcom Owner Address: Owner Phone Number: 305-9861795 Project Address: 2 NE 109 ST Project Number: (AG CONTRACTORS' USE ONLY) #00313 To CLAUDIA ECNEVERRI Please accept our proposal for the scope of work detailed below as per meeting with owner on 10/01/2020. Please see all notes below. We greatly appreciate the opportunity to provide you with these services and look forward to doing business with you. Regards, Carlos Gonzalez and Andy Alvarez SCOPE OF WORK: - Master Building permit - Permit Expediting - Project Supervision - Architectural Drawing - Replace all windows in property ( CGI Impact windows ) - Replace 1 windows to French Door. PROPOSALTOTAL............................................................................................................................. $9,700.00 Carlos Gonzalez carlos@aagcgroup.com (786) 238-4601 www.AAGCGroup.com Andy Alvarez andv@aagcgroup.com (786) 448-0007 Page 1 --i fS L i t , ,.., CONTRACT Exclusions: Permit Fees Interior Design Consulting of Furniture & Fixtures Additional phasing not agreed upon at time of proposal acceptance Unforeseen conditions Additional work requested or required by municipality and/or owner Repairs due to acts beyond contractor's control Any scope not specifically mentioned herein 1st partial payment due at time of contract signing: 3,000.00 2nd partial payment due at upon completion of architectural drawings 3rd partial payment due at time of building department review, approval 2,000.00 4th partial payment due at mobilization 3,000.00 5th partial payment due at time of rough in inspections approvals 6th partial payment due at time of 65% completion 7th partial payment due at 90% completion 8th partial payment due at approval of Building Final inspection/CC 1,700.00 Disclosure: Payment terms are: Due upon receipt of invoice. Failure of prompt payment as specified above may cause delays to the project and official notices of non-payment to be filed. According to Florida's Construction Lien Law (Sections 713.001 to 713.37, Florida Statutes). Those who work on your property, including the contractor, or provide materials and are not paid in the time specified and agreed to herein reserve the right to enforce claim for payment against your property. If a lien is placed against your property, it could be sold against your will to pay for labor, materials, or other services rendered. www.AAGCGroup.com Carlos Gonzalez Andy Alvarez carlos@aagcgroup.com (786) 238-4601 andv@aagcgroup.com (786) 448-0007 Page 2 CONTRACT ACCEPTANCE: I hereby agree with the scope, exclusions and terms mentioned herein. Any change to this agreement by owner or contractor is to be sent in writing to the other party for approval. I understand that changes in or additions to scope will impact time and budget. No work shall proceed without written consent. Acceptable forms of written consent include: mailed letter, email, text messages. If there is an escalation in pricing of materials, Contractor reserves the right to present said escalation to Owner as a change order. In said case, if Owner does not wish to add escalated materials cost to this contract, Owner reserves the right to purchase materials directly and have delivered to Contractor for c Owner Si[nature / Owner Rep. Ck Print Name Witness to Owner S(gna'Wre Carlos Gonzalez carlos@aagcgroup.com (786) 238-4601 A/G Contractors & Design Signature Lt,nI7,r K- tA/�,. ) www.AAGCGroup.com 7 � 11504M, Yin i1r'-M!'V9V,1i 1,41AF • C •actors Andy Alvarez andv@aagcgroup.com (786) 448-0007 Page 3 g]� ,on DeSantis, Governor Halsey Beshears, Secretary Flodda dbpr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION rONSTRtJrTION 1Mnt11—gTRY V1CFNSING ROARD �rc.try t, ry r�nall KVL"� DbI EXPIRATION DATE: AUGUST '31, 2022 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. Local Business Tax Receipt Miami —Dade County, State of Florida —THIS IS NOT A BILL —DO NOT PAY 7234434 BUSINESS NAME/LOCATION A G CONTRACTORS & DESIGN CORP 1866 NE 174TH ST MIAMI, FL 33162 OWNER A G CONTRACTORS & DESIGN CORP r.1) ANIIRFS .in.gF Al VARF7 Worker(s) 1 RECEIPT NO. RENEWAL 7520195 EXPIRES SEPTEMBER 30, 2021 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 SEC. TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR CGC1525813 PAYMENT RECEIVED BY TAX COLLECTOR 45.00 09/26/2020 C RED ITCARD-20-082050 This Local Business Tax Receipt only confirms payment of the Local Business Tax, The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0, above must be displayed on all commercial vehicles — Miami —Dade Code Sec 6a-276. MIAMF� For more information, visit www.miamidade.gov/taxcol lector hS6, Ic OA A/C CONTRACTORS & D E S I G N Date: 01/05/2020 State of: FLORIDA County of: MIAMI Before me this day personally appeared AG CONTRACTORS & DESIGN who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 2 NE 109 ST MIAMI SHORES FL 33161 Contractor Signature Swor to (or affirmed) and subscribed before me this 05 day of January .20 21 , by Personally know_ OR Produced Identification Type of Ide MY COMMISSION # GG 22429 EXPIRES: June 3, 2022 Rype Prin or tamp Name of Notary Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption 1 Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELPW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. r Signature: &Jal j ( Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of L , 20,4. By who is personally known to me or has produced AAA Cas idenlification. Notary: SEUL DIEU RICHARD Notary PLblic —State of Florida 66 4 ' hty Comm. Expires Mar 13. 2022 9oraed ;rro,,gn Na:iora Notary Ass, mmmmm__mnmnm EMEMEMEMEME MEN MEMEMENEEMI'm MEMEMOMMEMOMENEM i0 Ammom sIS"Um, .... ...... I 6 th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY 175 MPH 'ASODESIGN PRESSURES FOR COMPONENTS AND CLADDING 1 INTERIOR 6D RESSURES I Vean DESIGN " PRESSURES (PSF) - ZONE 4 -L.-4 2 Roof of 3- A - Opening (_Sq civArea . 20 30 40 J, 50 -49.0 -47.7 -46.9 1 -46.2 4 iz s d i +45.0 +43.8 +42.9 +42.2 -53.1 -50.9 -49.6 -48.7 _IR - 18 ft +49.0 +46.8 +45.5 +44.6 +43.8 -54.3 -52.0 -50.7 -49.8 -49.1 20 ft , +50.1 +47.8 +46.5 +45.6 444.8 25 ft -56.9 -54.6 -53,2 -52.2 -51.4 +52.5 +50.1 +48.7 +47.7 +47.0 -59.1 -56.7 -55.2 -54.2 -53,4_1 30 ft +54.5 +52.1 +50.6 +49 6 1 +488 11, -61.1 -58.6 -57.1 -56.0 -55.2 35 ft +56.3 +53.8 +52.3 +51.2 +50.4 -58.7 -0.6 -56-- 40 ft .8 + 57.9 +55.30 +53.8 +52.7 +51.9 -6 4.4 -61.7 -60�2 -5 9.1 -5 8 2 45 ft +59.4 +56.7 +55.1 +54.0 +53.2 9-61,5 -60-59.5 50ft .4 +603 +58.0 +56A +55.2 +54.4 i -67.2 -64.4 -628 -616 -60.7 55 ft + 61.9 +59.2 +57.5 +56.4 +55.5 1 ---6-8-.4 -65 6 -63 .9 60 ft +63.1 +60.2 +58,6 +57. MRH:5 60' BASED ON Kd = 1.0 EXPOSURE C MPH = MEAN ROOF HEIGHT EXTERIOR(ja�NE5 PRESSURES ENCLOSED STRUCTURE, FLAT TERRAIN (SEE BELOW) 4 INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES (PSF) - ZONE 5 L 1.' IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE -Roof 3 ea of Opening FIGURE BELOW LEFT OR INFORMATION PROVIDED TbYOU B(,DTHERS. 1.1. ANY QUESTIONABLEDPENIti6; IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE Height 6�7120 30 40 1 50 i 5. �_2. IDENTIFY THE BUILDING ME I AN (AVERA61E) ROOF HEIGHT FROM THE LOWEST GROUND ELEVATION. IF 3 - 58.8 -56.4 -54.6 -53.2 1 THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK (HIGHEST) ROOF HEIGHT, 2.1. ALWAYS ROUND UP ROOF HEIGHTS TO NE)��ATLE VALUE. �4 7) +45.0 +43.8 +42.9 +42.2 -2.2. VAUD FOR ALL ROOF SLOPES. FOR 1 EE AN ENGINEER FOR REDUCTIONS. i -Or U CALCULATE THE TRIBUTARY AREA -THE i IN3 U STION AS THE GREATER OF (HEIGHT - 18 ft 6 -61.1 -58.6 -56.7 -553 ,31.1 WIDTH) OR THE SPAN LENGTH (HEIGHT) - ANEE`FECTIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3), +49.0 +46.8 +4S.5 +44.6 +43.8 3.1. USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. -67.0 -62.5 -59.9 -58.0 -56.6 12. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST 20 ft I (10 SQUARE FEET) SHALL BE USED. +50.1 +47.8- +46.5 +44,8 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER -70.3 -65.5 -- - -62.8 -60.8 -59.3 TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. ��z READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY 25 ft +52.5 +50.1 - +48.7 +47.7 +47.0 - IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF -73.0 -68.1 -65,2 -63.2 -616=-, 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30ft +54,5 +52,1 '07 +50.6 +49.6 i +48.8GENERAL NOTES: ......... __ --- I __.l. ____ __ I __ ' -75.4 -70.3 - - t- -67.4 -65.3 -63.6 i �l, TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 'SECTION 35 ft 1 2.4.1 AND CHAPTER 30 PART I OR 3, USING THE CRITERIA AS OUTLINED HEREIN. + 56.3 +53.8 +52.3 +51:2 1 +�0_4 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED -77.6 -72.3 -69.3 -67AIr -65.4 I 'WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 2 1. ASCE 7-10 RISK CATEGORY 15 INDEPENDENT OF THIS RATING- FIND CATEGORY TO MATCH OR BE LESS 40 ft THAN THE RATED LIMITING WIND VELOCITY ABOVE. +57.9 +55.3 +53.8 +S2�7 +51.9 3 TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. S -79. -74.2 - - - -, -71.0 -68.8 67.1 1 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft 5 VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. +59.4 +56.7 +55.1 +54.0 +53.2 HVHZ = HIGH VELOCITY HURRICANE ZONE. -4 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. -81.3 -75.8 -72.6 -70.4 -68.6 1 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 50ft 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED +60.7 +58.0 +56.4 +55.2 +54.4 OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -82.9 -77.4 -74.1 j -71.8 I -70.0 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASO) AS LISTED. APPLICATION OF THESE 55ft S LISTED HEREIN SHALL TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENT U I LL BE +61.9 +59.2 +57.5 i +55.5 1 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR I+S6.4 APPLICABILITY OF THE USE OF THESE TABLES IS OFFERED HEREIN. 11 -84.5 -78.9 -75.5 -73.1 -71.3 1 10. THIS SPECIFICATION DOES NOT OFFER ANY PRODUCT -APPROVED CERTIFICATION. REFER TO ANY SEPARATELY 60 ft I -L*, 647_�! +63.1 +60.2 +58.6 +57.4 +56.5 SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN &�INSTALLATION INFORMATION AND APPLICABILITY 11 By'lnr.,r OF THESE TABLE VALUES WHICH IS TO BE VERIFIED By HERS IN ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PROTECTION SYS%wTr DINANCES. 12. NO CERTIFICATION IS OFFERED FOR THE INTEG E HOST STRUCTURE. C 13, EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE-4 , EXTERIOR Z0_ N*_EC5_j^k00F HE a= 10% OF LEAST HORIZONTAL DIMENSION OR 401/b OF M_(4N ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED, a a ROOF,'/ HEIGHT AL) 5 41 4-- a Li Irl I ELEVATION a - (A C:) ro' REMARKS DRWN CHKD DATE 0 21 JNIT ISSUE GSS TSB 031 5/1 -ADJUSTED HEIGHTS GSS REV TSB !04/Oill REV 2014 FFC DGNI TSB 0611011 z 2 UPDATES, 2017 FEC FLB FLB 12/17 1 6) ThIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, 4, x AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT I.- WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, Ln ADDITIONS. OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INNIAUDAT E OUR CERTIFICATION. c Ln m w z rA a 'n m j -i ui �ifz En M Z X 0 - 0 0 MI-,O 0 Rt m>mm C)nmm-m,clz-q muzrz- 01;Wz; 1 0 Z --1 rn _>LnLrm> x -n -I m C) 3 1 > cl x0-J - >mocz;, W m z 0 uL,,viLmn Z-Ix�' 1 �_4 0 z I�l a > Z m Ln 0 G) (A ;Q > M z m M > > --i rn > m m ip 0 n > > Z 0 - 0 >�z -n --I r z - � 0 - r- to Ln Q c rra r) - n I- r-i ) 03 _wm&0-OZ~j_ZZM m ' r)0 - R - -0 > G2!M>r YM ,m > �*_ 0 111,- C: Z _rz M, G) �, > X LA w- 0 ::! j) cl 'A 0 m 0 M > - , : m m In > , 1)5�> 'A M -1 z � U) ;a x m z , 0 Z_ MITI. 0 0 r 6TH EDITION FLORIDI or-01111-511MMLICIDE OZ_Z_ZENGINEERING 20*17 *to :oo V EXPRESS ASCE 7-10, CHAPTER 30 160 SW 12th AVENUE, SUITE 106 DESIGN LOADS FOR COMPQW;NIS &• ••DEFRFIELD BEACH, FL 33442 MASTER PLAN :HE�T• P: (954) 354-0660 F: (954) 354-0443 0 0 a CERT OF 4UTH #9885 ASCE71-1: 0": E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM :HT EXPLAINED LEAST HORIZONTAL_ - I DIMENSION PEAK ROOF HEIGHT J, -MEAN ROOF' 2 0 4 EAVE HEIGHT ROOF HEIGHT x 51 4 � PLAN VIEW COMPLEX ISOMETRIC CORNERS 5 Engineering Evaluation Report # 4110-030918 Prepared by: A. Lynn Miller, P.E. 1070 Technology Dr. N. Venice, FL 34275 (941) 480-1600 Florida Registration: #29296 Manufacturer: CGI Windows and Doors 3780 W 104th St. • • • • • • Hialeah, FL 33018 • s • 009:09' 0*0000 Product Description: 000000 0 0• 4110A Series Impact -resistant Aluminum Horizontal Roller Window, (LM & SM) 0000 .. • :•"•: Compliance: • • • • • • 0000 00000 The above mentioned product has been evaluated for compliance with the requirement9 olothe Floride, C partment of - Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 rreftel,1(d). The- product listel herein complies with requirements of the current Florida Building Code. • • • • • • • • This product has been evaluated and is in compliance with the current Florida Building Codeoincluding thed-09h Velocity Hurricane Zone" (HVHZ). Goo* Supporting Technical Documentation: 1. Approval document: drawing number HR4110FLPA Rev B, signed and sealed by A. Lynn Miller, P.E. 2. Test Report(s) No. FTL 17-7535 & 18-7858, signed and sealed by Idalmis Ortega, P.E. Fenestration Testing Laboratories, Medley, FL 33166 TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure Test TAS 203-94 Cyclic Pressure Loading Test 3. Anchor calculations, signed and sealed by A. Lynn Miller, P.E., dated 10/9/18. 4. Miami -Dade RER Product Control Section NOA's; Trosifol PVB Interiayer by Kuraray America, Inc and Saflex PVB Interlayer by Eastman Chemical Company Limitations and Conditions of use: • Units must be glazed per ASTM E1300-09, refer to approval document for glazing details. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame and sash material to be extruded Aluminum. • Units must be installed in accordance with approval document, HR4110FLPA. A. Lynn Miller, P.E. P.E. # 58705 BCIS Home.- Log In User Registration Hot Topics _ Submit Surcharge Stats & Facts f Publications Contact Us -. BCIS Site Map Links Search !: a Product Approval b.., (A r USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail �. FL # FL29477 ;,,,;, Application Type New • • • Code Version 2017 • • • Application Status Approved • Comments •••• • •• ••••• Archived •••••• , , •••• , , ••••• Product Manufacturer EMC Windows and Doors, LLC. • • • • Address/Phone/Email 455 E. 10th Ave. • • • Hialeah, FL 33010 • • • • • • • • • (305) 283-6280 �' ' "" ' ' EMCwindowsdoors@gmail.com 0000 Authorized Signature Yiping Wang mcy@mcyengineering.com Technical Representative Carlos Perez Address/Phone/Email 455 E. 10th Ave. Hialeah, FL 33010 (305)283-6280 EMCwindowsdoors@gmail.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Yiping Wang the Evaluation Report Florida License PE-55983 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Sifu Zhou, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL29477_RO_COI _Certificate of Independence - SS .pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 04/19/2019 08/08/2019 08/15/2019 10/15/2019 • • •••••• 'FL # ? Nobel, Number or Name j Description7. •"•' • • • • 1 29477.1 Outswing French Double Door i Outswing French Doubl2 M r�iLarge MisSiile Pmpact & Small Missile Impact • Limits of Use Installation Instructlpp „ • ,,,,• „•••• Approved for use in HVHZ: Yes FL29477_RO_II_8.0 0 yyf�ENCH DOOR - SS.pdf • Approved for use outside HVHZ: Yes I Verified By: Yiping Wang 55988 •, Impact Resistant: Yes f Created by Independent Third'Party: r'. •, ...... Design Pressure: +65/-65 Evaluation Reports • • • • • • • Other: For maximum door sizes, please see installation FL29477_RO_AE_Evalua41on Report SSAOD • ; •"' instructions Created by Independent Third Party: Yj% •, • Back j t�extl Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: PrivacyStatement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M `k Credit Card safe . . ... . . . ... .. .. „ .. :: ' •' UJTOA44G FRENCH DOUBLE DOOR Vl;ROE MISSILE IMPACT (LMI) •• • • • •• 43/1 • • .GAS• • • O �C w 8\\ O. 140" GLA55LAM 5AFETY-PLU5 II ••W•PO�MALR EXTRUSION TECHNOLOGY,INC' •3/ 1 G" ANNEALED GLA55 1/4° AIR • • 3/ 1 G" TEMP. G GE-5C5 2800 GLA55 TYPE "G I" 7/ 1 G" OVERALL LAM. GLA55 GENERAL NOTE5: - THI5 PRODUCT HA5 BEEN DE51GNED AND TESTED TO COMPLY WITH THE REQUIREMENT5 OF THE 6 TH EDITION FLORIDA BUILDING CODE (201 7) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). - DOOR5 RATED FOR LARGE M1551LE IMPACT, IMPACT 5HUTTER5 ARE NOT REQUIRED. - THE5E DOORS ARE APPROVED FOR AIR AND WATER INFILTRATION. - ANCHORS 5HALL BE A5 LISTED, 5PACED A5 5HOWN ON DETAILS. ANCHOR5 EMBEDMENT TO BA5E MATERIAL 5HALL BE BEYOND WALL DRE551NG OR 5TUCCO. - ANCHORING OR LOADING CONDITIONS NOT 5HOWN IN THE5E DETAILS ARE NOT PART OF THI5 APPROVAL. - MATERIAL5 INCLUDING BUT NOT LIMITED TO 5TEEUMETAL 5CREW5 THAT COME INTO CONTACT WITH OTHER DI551MILAR MATERIALS 5HALL MEET THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (2017) 5ECTION A5 APPLICABLE. - METAL 5TRUCTURE5 NOT BY EMC WINDOW5 AND DOOR5 TO BE DESIGNED TO SUPPORT THE LOADS IMP05ED BY T1-1I5 GLAZING 5Y5TEM AND TO TRANSFER SUCH LOADS TO THE BUILDING MAIN STRUCTURE. - ULTIMATE LOAD OBTAINED FROM A5CE 7-1 0, MULTIPLY BY 0.6 5HALL BE LE55 THAN OR EQUAL TO MAX. DE51GN LOAD IN TH15 DOCUMENT. THE DE51GN LOAD5 SHOWN IN THI5 DOCUMENT ARE ALLOWABLE DE51GN LOAD5. oz O oz uw a 3/ 1 G" ANNEALED GLA55 0.205" GLA55LAM 5AFETY-PLU5 it BY'POLYMER EXTRU5ION TECHNOLOGY,INC' - 3/16"ANNEALED GLA55 GE-5C5 2800 GLA55 TYPE "G2" I " OVERALL INSUL. LAM. GLA55 NOTE: V 8 GLA55 COMPLIES WITH A5TM E 1300-09 I J = (3 5EC. GU5T5). o K 0 w e 8 DO uJ z � Q I N5TRUCTION5: U5E CHART5 A5 FOLLOWS, 5TEP 1: DETERMINE DE51GN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE U51NG APPLICABLE A5CE 7-10 STANDARD. STEP 2: 5EE TYPICAL ELEVATION ON 5HEET E 1 E E2 FOR MAXIMUM 51ZE AND DE51GN LOAD. 5TEP 3: 5EE ANCHOR TYPE ON 5HEET A 1. 5EE 5HEET E 1 4 E2 FOR ANCHOR SPACING. ABBREVIATIONS AND SYMBOLS D.L.O. - DAYLITE OPENING F.H. - FRAME HEIGHT SECTION NUMBER F.W. - FRAME WIDTH W/ - WITH W/O - WITHOUT SHEET NUMBER O.G. - ON CENTER FLORIDA APPROVAL: SE FL # 29477.1 ♦ p ks/ * AD19-16 t Qf s2 4 t �� RL F Via,♦ COVER ,��i�`�'SION�'��♦�♦ 01 OF OS .. .. . . . .. .. . . . . . . . . . . . • •S9 �/8" MAXI • • • • f OD00170FTAME Wlr]Tl• • • • • 3G 1/2" DOOR PANEL WIDTH FROM HEAD/SILL4 0 • • • • • • • END5(TYPJ O.C. _PROM JAMB END5(TYP.) DI O -AU L V' L L U _ K O o m O O � 4 _ 5 D, D2 3G 112" — LEAF W D O . 51NGLE DOOR W/O 51DELITE (X) TYPICAL EXTERIOR ELEVATION MAX. DESIGN LOAD + G5 PSF — G5 P5F NOTE: O=G1 *G2 FROM HEAD/51LL ENDS(TYP.)� 75 1/2" MAX. DOOR FRAME WILL 72 3/8" DOOR PANEL WIDTH 259/1 G" 259/I G" D.L.O. D.L.O. " G" 3' 12" MAX. O.C. 11 35 15/1C" LEAF IDTF U O G A IVE INACTIVE I/ " 2 3' G" 3'' I O.C. Di DOUBLE DOOR W/O 51DELITE (XX) TYPICAL EXTERIOR ELEVATION --,��_FROM JAMB m END5(TYTj — l � U m O ]F2 U' O � U D2 N O OPP. m a m ALUMINUM HINGES BY 5ALIVAN AND ASSOCIATE' HINGE LAYOUT(TYP.) FLORIDA APPROVAL: FL # 29477.1 I'n AD19-16 E1 02 OF 08 . . . . . . . . . . . ....... .... • • • • • • • • • • • 147 1/2" MAX. = • • • Z _L N Z_ F W 0 Z 0 _ z _ W U I ci 2 Opp. J U I J _ 01 J O VI o O w P o U aO m p f7 P z S LL 3 0 3 Q a z =N FROM JAMB of 3 ENDS(TYP.) z L) END5(TYP.) 4 O.C. 2 O.C. N W DI DI 0 0 TYPICAL EXTERIOR ELEVATION W/ SIDELITE (OXXO) a FLORIDA APPROVAL '9 FL # 29477. 1 ' v Ard¢H>�7'7 �* r NOTE: Nb�•wo r' AD19 16 O=GI G2 0 O� :a 03 OF 08 ug 08Ih, 2019 • • • FRAME OVERALL WIDTH 35 i 5/ 16" 75 5/8" 35 I5/16' F-RAME 1MDfH DOOR FRAME WIDTH FRAME WIDTH • • • • • • • • • 72 3/8" • DOOR PANEL WIDTH • f • • • • � 5/•6' • 25 5/b' 25 5/8' 32 5/16' D.L.O. • • • • • • .L. • D.L.O. D.L.O. •• • • • • ••• • I I s I I 115 DI I 36 I/4" D I ALUM. REINF. _ I DOOR LEAF DT I F I I I MULLION MAX' DESIGN LOAD UNREINF. + 60 PSF - 60 PSF REINF. + 65 PSF - 65 PSF . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... • • • • • • • • • • • • •• • • • TYPICAL ANCHOR TYPES: • • . • • •• ••• •• • • • SEE ELEVATIONS FOR SPACING • • • • • • • • • • • • TYPE "A": 1/4" DIA. ULTRACON BY'ELCO' (Fu= 1 77"1, Fy* 1 95 K50 • • 009 • • INTO WOOD 5TRUCTURE WITH 1 1/2" MIN, EMBED THRU I BY OR 2BY WOOD BUCK5 INTO CONCRETE WITH 1 3/4" MIN. EMBED THRU I BY OR 2BY WOOD BUCK5 WITH 1 1/4" MIN. EMBED INTO HOLLOW BLOCK(JAMB ONLY) WITH 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK DIRECTLY INTO CONCRETE(3000 psi MIN.) WITH 1 1/2" MIN. EMBED INTO CONCRETE TYPE "B": 114" TEKS OR SELF DRILLING 5CREW(GRADE 5) (Fu= 120 K51, Fy=92 K51) INTO METAL STRUCTURE 5TEEL: 1/8"THK. MIN. (Fy=36 K51 MIN.) ALUMINUM: 1/8"THK. MIN. (G063-T5 MIN.) TYPICAL ANCHOR EDGE D15TANCE: INTO CONCRETE OR GROUT FILLED d MA50NPY = 2 1/2" MIN INTO WOOD 5TRUCTURE = 1-1/2" MIN. INTO METAL 5TRUCTURE = I" MIN. WOOD 5TRUCTURE / BUCK HEAD, 51LL 4 JAMB: SG = 0.55 MIN. CONCRETE AT HEAD, SILL 4 JAMB: fc = 3000 psi MIN. C-90 HOLLOW/FILLED BLOCK(JAMB ONLY): fm = 2000 psi MIN. 5EALANT5: ALL FRAME CIBER5, JOINTS, MULLION 5EMA5 AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH 51LICONE SEALANT (DOWSIL 775) I X OR 2X WOOD BUCK5 AND METAL 5TRUCTURE5 NOT BY EMC WINDOWS AND DOOR5 MU5T SUPPORT LOADS IMPOSED BY GLAZING 5Y5TEM AND TRANSFER THEM TO THE BUILDING 5TRUCTURE. WOOD TYPICAL ANCHOR5 5EE ELEVATION FOR 5PACING MIN. EDGE D15T,. CONCRETE fc=3000,psi MIN Zo ' K TYPICAL ANCHOR5 ON G TYPICAL ANCHOR5 N TYPICAL ANCHOR5 DN J U � I J = J E O 0 00 w o m p U) 0 2 = LL 3 o Q I- = z O w O u�i a Z z U In w E- 0 0 FLORIDA APPROVALm FL # 29477. 1 `��Or:Rfd«Af1uN °ice i * AD19-16 .. .. . . . .. .. . . . . . . . . . . . . - It MIN.2EDGE D1I •••• • • TYPICAL ANCHORS5EE ELEVATIONFOR SPACINGCONCRETEmfc' =3600 si MIN. EDGE DIST._ W '- W • • •EE:NATION • - � w p 11�5 • CONCRETE `I 2 • • • • • QR SP CTNG w Z 0 • • • • • • • • •fc' = 3060 si MIN i _ •• • •oof • 1 . U � � s 14 ( } 9 I DETAIL a 3 DETAIL U o p DI o o DI W W \ o \ \ J U g 10 \ \ 2n \ o O w 8 w0o<o ❑ o c ru w DO pv1 mg 0<F-e o -- // z0�=m ❑ O w ❑ u) o GI-ai OPTION 1- - GLASS OPTION z 8 ? g v3 w o ~ 0 g 12 0 3 2 DETAIL 4 DETAIL 8 DI DI v 14 1 3/8' X I I18° X 3/8" h FLORIDA APPROVAL: 8� 4 ALUM. CHANNEL N FL # 20477.1f7rj 8 TYPICAL ANCHORS N — 5EE ELEVATION POP, CONCRETE ❑ .*," 98�'i titi* ,o fc' = 3000 psi MI zoo' IN. EDGEDIST. �w L # AD19-16 w CONCRETE - TYPICAL ANCHOR `. F d�� Dl IN. EDGE DIS fc'=3QOO. psiMlN. FOR SPACIN6HE N ��i`'+51flNp"�,M �. 05 OF 08 Aug 0811, 20111 .. .. . . . .. .. . . . . . . . . . . . • • • 5 JEL•f E2 • • 5 • 3-� ACCE55 HOLE • • F R QUR VI!NT • ••INTERIOR • - ••• • •• • ••• ? z_ 2 Za = J = .01 • • • • • • • ••• •. f • • 9 13 W 0 MIN. • • • • • • . • • • • 9 Z u EMBED 12 • • • • • • • • • • • _ > • zz zs LF).._. z^ 11m V 1 8 8 5 11 6 8 I 8 7 7 TYPICAL ANCHORS I " 5EE ELEVATION 2 7/16° D.L.O. 8" D.L.O. 10 I I/16" D.L.O. FOR SPACING = IHIM/2" FRAME WIDTH I J E 8 DETAIL 2 DETAIL EXTERIOR / 0 \' 3 DETAIL � o vzi D2 D2 D2 8 ww e o a 16 m C.,1 TYPICAL ANCHORS o o Q I- s Z 5EE ELEVATION FOR SPACING 10 _ i z m 1- 6'. i 2 INTERIOR OPTION 2 m . /,ALA55 Z c '�"' w o u ac m,O m O _. - TYPICAL ANCHORS 5EE ELEVATION z O 3 z II- m z II m FOR SPACING W � w0 5 12 9 � 9 °wo 4, , o I I z p MIN o MIN oEMBED w - \ MBED w FLORIDA APPROVAL: gm _ FL # 29477. 1 8 - ...,,8 11 s s 8 : T6 ��q F. '." =.=- 1/2" 1 112" 5 114" D.L.O. G. D.L.O. 5 I/4" 1 1/2" 1/21 ,iAty$9>!e'i� 1�+ Hi HIM * AD19-16 FRAME WIDTH ' O� lu .2 4 DETAIL 5 DETAIL EXTERIOR F . nR nA D 2 D 2 FSSI..... OF Aug 081h, 2019 4.000" 0..70" ttl N j5111ELITE HEADI5IWJAMB EMC-OD4 AWM. 6063-T6 750" 0.070' �\ TOP/BOTTOM RAIL BEM.':'. ALUM. 6063-T6 2.587" 0.088" N V 7�� SIDELRE OPEN JAMB EMC-005 ALUM. 6063-TG 0 t` O O 7 N N 1 4.871" 1 .. .. . . . .. .. . . . . . . . . . . . • . �4.0 • • • 0.070" 00 •N • • • • • 2 DOOR HEAD/JAMB FRAME EMC-001 AWM. 6063-T6 4.000" o.o7e' 8 N �l THRESHOLD y EMCFDI ALUM. 6063-T6 0.070' 1 4.261" 1, �U � TZGE STILE EMC-l— ALUM. G063-TG MEETING 8 5TILE I GLAZING BEAD FOR LAM. GLA55 EMGFD3 ALUM.6063-T6 - ALUM. 6063-TG ' O ,d, r I 0" to M • A • • • • 1 . 1 75" • 9GLAZIIJG ADAPTOR GLAZING BEAD FOR IN5UL.-LAM. GLA55 M. CHANNEL KDWOP.CEMENT EMC-003 ALUM. 6063-TG V - ALUM. 6063-TG U - ALUM. 6063-TG M 10 X I" PHILIP5 FIAT HEAD 5115 0-0 DOOR FRAME CORNER 150METRIC DETAIL j Z z = IJ W 7 i W Z OU >. v yz W ] - } B V rF - U J O 8 I J J E y Op O W W a o m 0 in M Z x LL 3 O �a�ww x z 0 °i W u Z z U an W 2 FLORIDA APPROVAL: €m FL # 29477. 1 ♦:... •. s�w � Kyi AD19-16 ��i � FLOP �yG3e� D2 ��4iF3310Na�� 07 OF 08 ' ' ' ' E tki pf MATERIALS- • ITEM PART DEE7MPTIN • • • • • • • • MATERIAL MANUF. / REMARKS ;, F I EMC-004 51DELITE HEAD/51LUJAMB FRAME ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC Z F 2 EMC-001 DOOR JAl[3:RAO • : • • • • ALUM. 6063-TG EMC WINDOWS AND DOORS, LLC o W m v • • • Z 3 EMC-002 TOP BOTTW Pyp • • ••• �• •• ALUM. 6063-TG EMC WINDOWS AND DOORS, LLC W Z o 4 EMCFD I • THRESt101D • • • • • • • • 0 M ALU. 663-TG EMC W WINDOWS AND DOORS, LLC ? > • • ZD N � _- 5 EMC-005 51DELITE OPEN JAMB ALUM. 6063-TG EMC WINDOWS AND DOORS, LLC W a 6 EMCFD2 HINGE STILE ALUM. 6063-TG EMC WINDOWS AND DOOR5, LLC U 7 EMCFD3 MEETING STILE ALUM. 6063-TG EMC WINDOWS AND DOORS, LLC 8 GLAZING BEAD FOR LAMINATED GLA55 ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC 9 GLAZING ADAPTOR ALUM. 6063-TG EMC WINDOWS AND DOORS, LLC 10 GLAZING BEAD FOR INSULATED LAMINATED GLA55 ALUM. 6063-TG EMC WINDOWS AND DOORS, LLC i I - ALUMINUM BUTT HINGE - SULLIVAN AND ASSOCIATES 12 NO. 3252E BULB VINYL AIR SEAL GA5KET(BLACK) MELTPOINT PLASTICS U 13 - WEATHER STRIPPING ui 14 GASKET 0 O F- S O w q 15 1" X 3 3/4" X I" X 0.090" THK. ALUM. CHANNEL REIFORCEMENT ALUM. 6063-TG v p m€ DO p to F 16 CRL GRAY EDGETECH SUPER SPACER - GLASS SPACER 51LICONE FOAM C.R. LAURENCE CO., INC. o a m VJn�w o W p N of Z LOCKS: ACTIVE LEAF: Z 3 POINT LOCK BY' 5ULUVAN A550CIATED5' AT 42 1/4" FROM BOTTOM OF THE LEAF N w A P X 1 1/4" X 1 5/5" ALUM. 7-RIB FLUSH BOLT GUIDE WAS FASTENED TO INACTIVE LEAF LOCKSTILE WITH (2) # 10 X 3/4" PFH SELF -DRILLING 5M5 INACTIVE LEAF: A SETS OF LEVER-ACITIVATED MANUAL SHOOT BOLTS BY'SULLIVAN 4 A550CIATf5' AT TOP/BOTTOM A I"X I 1/4" X 1 5/8" ALUM. 7-RI13 FLUSH BOLT GUIDE WAS FASTENED TO INACTIVE LEAF LOCK5TILE WITH z (2) # 10 X 3/4" PFH SELF -DRILLING 5M5 t HINGES: FLORIDA APPROVAL: (3) ALUM. HINGES BY'5ULLIVAN AND ASSOCIATES' AT 1 1 3/4" FROM TOP AND BOTTOM, 35" O.C. FL # 29477.1 FASTEN TO FRAME WITH liii (3) #12 X I" PFH SELF -DRILLING 5M5 FASTEN TO LEAF WITH ¢e � (3) # 12 X I" PFH SELF -DRILLING 5M5 ` F M �# V �uuwwsxa� AOL 7 �y AD19-16 Lu Is0 Aug 1. rn SERIES 4110A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH, INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. HE O H VERALL -+ 74" OVERALL WIDTH - +� 73" BUCK WIDTH B C 33" REQUIRED SEE NOTE D, THIS SHEET @ CORNERS TYP. XO ELEVATION (OX SIM.) USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7,, 2) KNOWING YOUR WINDOW CONFIGURATION (OX, XO, XOX), SIZE AND GLASS TYPE, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLE 2. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLET ACCORDING TO THE INSTALLATION CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM SHEET 2, VERIFY THAT THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLE 1, AND THAT ALL MIN, REQUIREMENTS FROM THIS SHEET SET ARE MET. 5) INSTALL AS PER SHEET 3, GENERAL NOTES _., 1 ELEVATIONS ....... ........... .. .... 1 ANCHOR SPECIFICATIONS ... .... .. 2 ANCHOR SPACING/QUANTITIES., 2 INSTALLATION. .....,. 3 DESIGN PRESSURES_-_ 4 GLAZING DETAILS . .... 4 CORNER ASSEMBLY ...................... 5 EXTRUSION PROFILES.. ............... 6 PARTS LIST ..... ____ .......... .... ..... . 6 CODES! STANDARDS USED •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 *AISI S100-12 •AISC 360-10 3-3/16" OVI HE A 63" OVERALL HEIGHT 62" BUCK HEIGHT I- DESIGN PRESSURE RATING IMPACT'�TjjCj VARIES, R.IA.II!DfOR LARGE & SMALL* SEE SHEET 4 MISSILE IMPAGT•FZE'S'1$TANCE 111" OVERALL WIDTH - 110" BUCK WIDTH B lit A E 33" =RALL IGHT (�✓� C��t�J 62" BUCK HEIGHT ALWAYS SEE NOTE A, B 3-3/16" )" REQUIRED THIS SHEETT 3" @ CORNERS SEE NOTES B & C, THIS SHEET TYP. XOX (1/3-1/3-1/3) ELEVATION 111OVERALL WIDTH - 110" BUCK WIDTH Ii`B <�D ALWAYS SEE NOTE A, SEE NOTES L__ B REQUIRED THIS SHEET -� 3„ CORNERS @ B & C, WEEPHOLE NOTES: THIS SHEET A. REQUIRED IF WINDOW WIDTH IS OVER 67". B. REQUIRED IF WINDOW WIDTH IS OVER 45" AND UP TO 67". TYP. XOX (1 /4-1 /2-1 /4) ELEVATION C. REQUIRED IF WINDOW WIDTH IS OVER 89". D. REQUIRED IF WINDOW WIDTH IS OVER 45". �- 3-3/16" •••• • •• •••• •••••• •••• • A) 1/4 - 1/2 - 1/4 @ 63" HEIGHT JR, 10/09/18 Co Y Q w of N U) A,9& Q W p > O Q N O aO 7 W c2 � N w LL Z K ay O_ Z p >- = F °°Nca Z Q O 'T Q _ �O ®a mJO�o Z m tuUUo C7 Tz w oN W HMO a � 'j 00 UJ CO a.2 ° LL rn J C O Z — U Z 1aa45. � yoW O CASco _ QO H CC $ z w Z ; Z ca o 0. � � 3 it co W ato�s E 3 3, 0 o Z 0, LLl o 0 F -+ °' _ (n o�iT 0 3 �t 0 ju, °°ate �pNY,LYN�y t LICEIV'T *� No.58705 t� =o' q Ott 70NAt. t/11111111{1O A. LYNN MILLER, P.E P,E.# 58705 -._--..._. 74" OVERALL WIDTH 1 ANCHOR ON EACH SIDE OF 1 ANCHOR THE MEETING 1 ANCHOR AT CORNER RAIL AT CORNER .__. 9" MAX` T t I 56-9/16" % i 57-13/16" f t SASH FIXED " 15" MAX. — VISIBLE OVERALL VISIBLE LIGHT O.C. HEIGHT LIGHT 33-5/16" 33-5/16" SASH ! SASH -� VISIBLE —�" '� VISIBLE -� LIGHT LIGHT 91, MAX' 9" MAX. FROM CENTER -.•— OF MEETING RAIL TYP. XO ANCHORAGE (OX SIM.) & MAX. VISIBLE LIGHT OPENING TA C 1- ..,, --- - 111" OVERALL WIDTH 1 ANCHOR @ MIDSPAN 1 ANCHOR ON 1 ANCHOR ON EACH SIDE OF EACH SIDE OF 1 ANCHOR AT 1 ANCHOR AT THE MEETING tf THE MEETING I CORNER RAIL RAIL CORNER j - 9" MAX. 33-5/16" FIXED VISIBLE f LIGHT i 56-9/16" I 57-13/16" -. 63" OVERALL SASH f FIXED '� _ 15" MAX. HEIGHT VISIBLE __ VISIBLE - O.C. LIGHT LIGHT f 33-5/16" � t SASH VISIBLE k LIGHT Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment or Metal Thickness #12, Steel SMS (Gr. 5 or 410 SS, (min. of 3 threads beyond metal substrate) All Southern Pine (SG = 0.55) 9/16" 7/8" 1-3/8" 6063-T5 Aluminum 3/8" 9/16" 0.060" A36 Steel 3/8" 9/16" 0.050" Gr. 33 Steel Stud 3/8" 9/161, 0.045" (20 Ga) 1/4" Elco UltraCon® Jamb Hollow or Filled Block, (ASTM C90) 2-1/2" 6" 1-1/4" All Concrete (min. 2.85 ksi) 2-1/2" 4" 1-3/8" All Southern Pine (SG = 0,55) 1-1/16" 1-1/16" 1-3/8" 1/4" 410 SS Elco CreteFlexO Jamb Hollow or Filled Block, (ASTM C90) 1-314" 6" 1-1/4" All Concrete (min. 3.35 ksi) 1 2-1/2" 4" 1-3/4" IF THE FRAME CONTAINS A FACTORY COUNTERSINK, UNLY USE I -LA I MLAU ANUMUKJ A I I NA I LUI;A 11UN. (f- 9" MAX. FROM CENTER OF MEETING RAIL TYP. XOX (1/3-1/3-1/3) ANCHORAGE & MAX. VISIBLE LIGHT OPENING -+ - 111" OVERALL WIDTH" 1 ANCHOR ON Z ANCHORS 1 ANCHOR ON EACH SIDE OF FOR FRAME EACH SIDE OF THE MEETING WIDTHS 109" THE MEETING AND OVER, 1 ANCHOR RAIL OTHERWISE 1 RAIL 1 ANCHOR AT CORNER ANCHOR AT CORNER i 9" MAX. I 57-13116" 63" 56-9/16 OVERALL SASH j HEIGHT VISIBLE LIGHT j 24-5/8" 1 SASH VISIBLE { LIGHT �— 9" MAX. — FIXED VISIBLE LIGHT 50-3/8" FIXED VISIBLE LIGHT 9" MAX. FROM CENTER OF MEETING RAIL TYP. XOX (1/4-1/2-1/4) ANCHORAGE & MAX. VISIBLE LIGHT OPENING 15" MAX. O.C. • •••• . •• • • A) 1/4 - 1/2 - 1/4 @ 63" HEIGHT c JR, 10/09/18 Co Y Q w Aaa a ao w N o ? O LU J oT apcj w ci NLij zUj O J O Z O a rn o _ � z 0N 0M 9� W m O LL. LL O 24 �e Z co = W C9 U uo�n ON W U U o w>? JMO ~— V CL LLJo]� o Co I z °' O CV cis 0 c p Z iaays �cs p m°a cc 3� o� Z O Z Cao o z_w ��m > > LL Z aces .cc 0 10 �XC o 0 i� U v o0-j� J Z �0aG Q Q = a11'1 Asap cap:. aj Lyt* r OCENS , No. 58705 jSb E F k! / �I0RIUP• • , ONAL I1111 A LYNN MILLER, P,E. P E.# 58705 OVERALL HEIGHT BUCK O HEIGHT 24 ;_ 14' ,50 _3 2 — 29 5, EXTERIOR —I EDGE DISTANCE X #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 1 32 ` SHOWN 31 '� INSTALLED I DIRECTLY INTO < METAL. s {12, SHOWN INSTALLED THRU 1X BUCKSTRIP � ` t EMBEDMENT VERTICAL SECTION B-B INSTALLED INTO APPROVED ALUMINUM, STEEL FRAMING OR STEEL STUD. BUCK WIDTH OVERALL WIDTH HORIZONTAL SECTION A -A _ 251 5 ' EXTERIOR BUCK WIDTH — OVERALL WIDTH HORIZONTAL SECTION C-C SHOWN •••••• 10 .__ INSTALLED THRU • • • "' 1X BUCKSTRIP9:2 • "" _ EIJftMFNT • • x ..• . .. •0: • • • T000009 •• • .... Ir .. - / y • • • • • 5 -- � 6 � A) 114 - 112 - 1/4 @ 63" HEIGHT -: JR, 10/09/18 0 #12 STEEL SELF DRILLING �MS (G5), SEE TABLE 1 MULLION SECTION APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL. NOTES; 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW, 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1. ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) SEE SHEET 2 & TABLE 1 FOR SPACING REQUIREMENTS. 4) MAX. SHIM THICKNESS TO BE 1/4 5) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS W Y Q w_ � j ^a'� N� N O O J rn oa a_ ajoc w z W O J WO 2 N ~U x Z 0 = a � U% r �- J%r o0 Z W m0o LL O �¢ a Z u• (D h_: v 4 ON =w XUUo w >-z JPAQ <W200 ~ U a a w ° c adz LL M i t"pa O z y l004S wow 0 Z H 4a to ) Z 0 0 O CC 3Q aF Z Z m .0 m m �+, W a�oos E ��r z � U) LL (n 0v o�=� p v O0-1 Q U = ��ao y1GEAN�� _ No.58705 '��N NA1 t;�i';`0 A LYNN MILLER, P.E. P.E.# 58705 TAQ1 p? DESIGN PRESSURE (pst) a, o Overall Height 38-3/8" 43-1/2" 50-5/8" 63" Glass Type 1 Glass Type 2 Glass Type 1 Glass Type 2 Glass Type 1 Glass Type 2 Glass Type 1 Glass Type 2 26-1/2" X L 0 p X +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +55/-65 37" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 45" +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 4911 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 53-1/8" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 61" +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 66" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 74" +551-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55.0/-63.2 +55/-65 53-1/8" —co +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 — 61" co +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 7411 r +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 O 85" `�' +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 97" XO X +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 111" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55.0/-63.2 +551-65 53-1/8" v N X +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 74" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +55/-64.8 +551-65 85" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-57.9 +55/-65 97" +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 +53.5/-53.5 +55/-65 1091, +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +50.4/-50.4 +55/-65 111" x +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 1 +50/-50 +55/-65 5/16" NOM. GLASS STACK 1/8" ANNEALED GLASS .090" PVB 1/8" ANNEALED GLASS 5/16" LAMI. GLAZING GLASS TYPE 1 TART F 3- 5116" NOM GLASS STACK 1/8" HEAT -STRENGTHENED GLASS .090" PVB 1/8" HEAT -STRENGTHENED GLASS 5/16" LAMI. GLAZING GLASS TYPE 2 Laminated Glass Types 1 1/8" Annealed, 0.090" PVB, 1/8" Annealed 2 1/8" Heat -strengthened, 0.090" PVB, 1/8" Heat -strengthened INTERLAYER MAY 13L SAF-LLA F'Vb UK I KUSIrUL HVb NOTES: 1) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. •••• ... • .. 00 C A) 1/4 - 112 - 1/4 @ 63" HEIGHT JR, 10/09/18 00 Y `_ w � co N ^aa Q o n ( N O N z O a ajOQ _J �N 1- W Ir LL Zp a� U) O } � s" < OJ W M l . L ®� ..? a m0Lg 0 =< Lu :r Lu , w x C) J ON C' C00a W >� JMQ U aW`� Wp>� o (D a0z°' LL to v C O Z laa4S yam/ O � 3 O 0 F- y oc 3 zw Z O Z c c 0� Z aloes E3 F o Oa= T r> o J LL = o T_ ino 0 ro orate U pow O J _ 1 Z _ ti Q U r> x .., a�ltl '�saQ sauas. �•` � �f LYN�V L10Etl,�S:" /�ffr * No, 58705 #' ,- x_ STt-1 �i/ P�OR1C1P\� s!0NAL �N.,,, 11111111 A LYNN MILLER, P E. P.E.# 58705 330" —►j .250" ol.180' 1.600" -7 `".:.' SILL ( 3 I SILL ADAPTER '4--- WEEPHOLES WEEPHOLE DETAILS SHOWN WITHOUT WEEPHOLE COVERS. SEE SHEET 1 FOR QUANTITY AND SPACING SASH ASSEMBLY DETAILS MEETING RAIL DOW-899 OR GE-7700 BACKBEDDIN G 1/2" NOM. GLASS BITE EXTERIOR TYP. GLAZING DETAIL C Aj 1/4 - 112 - 1/4 @ 63" HEIGHT JR, 10/09/18 00 00 Y w 00 U?? u >ONZx N 0 J OIL w N � LL Za' C7 atn O r Z p _ F- Z r �MM U tV Q N Q' LU LL. }O� u- ®J = moLLo o 0 Z to I U U iz am°1(1 ON � UVo w ✓IAC Q W Z coU n- o cn w~ W o>� J C4 adz°' g W O O to CA J c O Z -1 O laaus MAOca ca'Cca= 0 o W H Z w o d C C z_w co W > aloes E3 Z0) o ¢=o)o mF-LL'COD = W Z T" o r 00 0 < w O 0 Q _ ICEN& ..Ze 'r No, �( TIT 4ij- it's "" e� QRIOf' N P. E # 58705 TAR[ PA, Item Description i Frame Head 2 Frame Sill 3 Sill Adapter 4 Frame Jamb (Fixed) 5 Frame Jamb (Operable) 6 Heavy Duty Fixed Meeting Rail 7 Side Rail Lock 8 Sash Top & Bottom Rail 10 Sash Side Rail 11 Sash Meeting Rail 12 Dogbone Reinforcement 13 Sash Stop 14 Beading 23 .190" X.200" Q-lon Wstp. (Frame) 24 .187" X.230" Fin Wstp. 25 Bulb Vinyl Wstp. (Sash) 29 Weephole Cover 30 Sweep Latch 31 Roller Housing & Guide 32 Roller 50 Setting Block 3/32" X 1 /4" X 1" 81 Silicone Glazing. Sealant I- 2.000" -1 2,009" 2. OFRAME HEAD 6063-T6 ALUMINUM 2.463" —1 5 } FRAME JAMB (OPERABLE) 6063-T6 ALUMINUM ,•--- 1.932" 11 SASH MEETING RAIL 6063-T6 ALUMINUM 1.457" �-+— 2,000" 2.824" FRAME SILL 6063-T6 ALUMINUM �-�+-- 1-845" 11 s .062" s - 2.010" F .093" .062" `.,✓,HD FIXED MEETING RAIL 6063-T6 ALUMINUM 1,f15" 062" DOGBONE 12 REINFORCEMENT 6063-T6 ALUMINUM --+- 875" L2.610" .062" —+- { 3 J SILL ADAPTER `-� 6063-T6�ALU ALUMINUM + 864" .874" 1.599" —1 { (4 j FRAME JAMB (FIXED) �-' 6063-T6 ALUMINUM .0501, r 926" 1,245" i SIDE RAIL LOCI( ,�--� 6063-T6 ALUMINUM ( 6)-SASH TOP & BOTTOM RAIL 7 L 6063-T6 ALUMINUM r1.113" f 781" 13, SASH STOP 6063-T6 ALUMINUM 065" 1 f 14 LAMI. BEADING PVC 41. -y— 1-931 " .062" 1.853" 10 SASH SIDE RAIL 6063-TS ALUMINUM • • . • A) 1/4 - 1/2 - 114 @ 63" HEIGHT JR, 10/09/18 c 000 Q w 00 nark a w o �� N o J W z J aJo� 7 N f- K LL 0 O z i a � J 0 LL ®� }�C7 m0L� 0 �Q 0zu'cO U � CnL) >? IN W 0 o W 91AC7 W z CO ~ U n O W CLLU > Of � a.!�)z°' O CD C v = p W CCo ! Z — �aauS = y C p Z Z Cac zw (rm > Q=moo �_ %� ¢O W 0 ¢ � �1 JJ -J O /V/ �y �m0 -J <. Q _ U in z t' at7�1 asap sa; ag NO.58705 i JSTAAO�lsCtl I ANAL 4+ �t`�• A. LYNN MILLER, P.E. R E# 58705 SERIES 4100A IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. I AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, 5) SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 5/16" NOM. GLASS STACK 1/8" ANNEALED GLASS .090" PVB 1/8" ANNEALED GLASS 5/16" LAMI. GLAZING GLASS TYPE 1 TA RI C 1 —�- 53-1 /8"" TIP -TO -TIP WIDTH 52-1/8" BUCK WIDTH NO ANCHORS REQUIRED IN HEAD 9" MAX. A 48-13/16" VISIBLE LIGHT a. 8" MAX. FROM SEE CENTER OTABLE 2 MEETING RAIL r A 77" BUCK HEIGHT 8" MAX. FROM 35-1/8" T 78" CENTER OF VISIBLE SEE TIP -TO MEETING RAIL LIGHT 47-11/16" TABLE 2 TIP VISIBLE HEIGHT LIGHT 9" MAX B NO ANCHORS REQUIRED IN SILL TYP. FLANGE FRAME ANCHOR LOCATIONS @ MAX. SIZE 5/16" NOW GLASS STACK �— 1/8" HEAT -STRENGTHENED GLASS .090" PVB 1/8" HEAT -STRENGTHENED GLASS 5/16" LAMI. GLAZING GLASS TYPE 2 Laminated Glass Types 1 118" Annealed, 0.090" PVB, 1/8" Annealed 2 1/8" Heat -strengthened, 0.090" PVB, 1/8" Heat -strengthened INTERLAYER MAY BE SAF-LER F'Vt3 UK I KUNI-UL ruts 52-1/8" BUCK WIDTH SEE O.C. ON ++ TABLE 3, 8-1/2" MAX --.-� _ SHEET 3 —` D C 4G _ VISIBLEBLE LIGHT f SEE O.C. ON I 1 TABLE 3, ;I SHEET 3 35-118" VISIBLE LIGHT 47-11/16" VISIBLE LIGHT 8-1/2" MAX. D 1/2" NOM. GLASS BIT EXTERIOR DESIGN PRESSURE RATING IMPACT RATING +55I-B5 PSF RATED FOR LAFVe&SMALL MISSILE IMPACT RESISTANCE ' •••• �• •••••• • •••• • •• 004 52-1/8"BUCK WIDTH �••� •••• ••; •• ,•••• D ••• •• ••• • C 6" MAX. O.C, C 77" BUCK HEIGHT 1 TYP. INTEGRAL FIN FRAME ANCHOR LOCATIONS 0 MAX. SIZE (INSTALLED WITH SCREWS) DOW-899 OR GE-7700 BACKBEDDING TYP. GLAZING DETAIL Title: SH WINDOW INSTALLATION Description: GENERAL NOTES & ELEVATION Revision. ADDED #12 INTO NAILFIN. SH-4100A I NTS 1 1 OF 4 • I 48-13/16" • VISIBLE LIGHT -.. i 35-1 /8" VISIBLE fi LIGHT 47-11/16" VISIBLE I LIGHT • C 77" BUCK HEIGHT if 2-7/8" MAX. —1 —1 — 6" MAX. O.C. TYP. INTEGRAL FIN FRAME ANCHOR LOCATIONS Q MAX. SIZE (INSTALLED WITH NAILS Impact Resistant Windows &D00tS .LYNNAft �,►CENS 1 Drawn By: J ROSOWSKI omam133Ci0 N©.58705 37BUf1.,94"REG$1 T.I. 305.593.i590 I F,zc 305.593.6502 �k :` Date: PREPARED BY LYNN MILLER O9I2O/17 -U ' 1070 TECHNOLOGY DRIVE N VENICE, FL 34275 , + `. _' ��,�' ST TE F ` Rev. By: Rev. Dote: JR 09/25/18 (941)480-1600 ��,`•.'40RID;`,• �,� Q ��J �// , ) YAL `y\ /� , A.L�'1JI�YYAMI COPYRIGHTO 2018 CGI WINDOWS & DOORS ALL RIGHTS RESERVED Drawing No. Rev: SH4100FLPA C L��1Z, P.E. CERT. OF AUTH. #29296 P.E.# 58705 TIP-TO-T11 HEIGHT B HE NO ANCHORS REQUIRED IN FLANGE FRAME SILL VERTICAL SECTION B-B EMBEDMENT EDGE DISTANCE NOTES 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1 X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, 3) SEE SHEET 1 & TABLE 2 FOR SPACING REQUIREMENTS. 4) MAX. SHIM THICKNESS TO BE 1/4". 5) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. SHOWN IAICTAI 1 1=11 TWIZI 1 -- BUCK WIDTH I TIP -TO -TIP WIDTH 4 HORIZONTAL SECTION A -A TART F ? THRfIt Ir;H-FPAUF- ANr`-HCSRC EXTERIOR IG EMBEDMENT EDGE DISTANCE Anchor Substrate Minimum Edge Distance Minimum Embedment Max. O.C. (Above / Below Meeting Rail) P.T. Southem Pine (SG = .55) 9/16" 1-3/8" 21" / 23" #12 Steel SMS Screw (G5) Aluminum, 6063-T5 min. 318" 0,078" 21" / 23" Steel Stud, Gr. 33 min. 3/8" 0.045" (20 Ga) 21" / 23" A36 Steel 3/8" 0.050" 21" / 23" P.T. Southern Pine (SG = .55) 1" 1-3/8" 21" / 23" 1/4" Steel Concrete (min. 2.9 ksi) 1-118" 1-3/8" 21" / 23" Ultracon Grouted CMU, (ASTM C-90) 2-1/2" 1-3/4" 21" / 23" Ungrouted CMU, (ASTM C-90) 1-1/81, 1-1/4" 12-1/4" / 12-1/4" P.T. Southern Pine (SG = .55) 1" 1-3/8" 21" / 23' 1/4" 410 SS Concrete (min. 3.35 ksi) 1" 1-3/4" 21" / 23" CreteFlex Concrete (min. 3.35 ksi) 2-1/2" 1'" 21" / 23" Ungrouted CMU, (ASTM C-90) 1-3/4" 1-1/4" 21" / 23" 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Title: urvwn SH WINDOW INSTALLATION J ROSOWSKI Description: Dote: INSTALLATION FOR FLANGE WINDOWS 09/20/17 Revision: Rev. By. Rev. Date: ADDED #12 INTO NAILFIN. JR 09/25/18 Series/Model: Scale: Sheet: Drawing No. SH-4100A NTS 2 OF 4 1 SH4100FLPA A u •e•• — • • • • ! •: SH INSTAL CILOWLED bIREINTO ' ML'T • AL! • • INSTALLED INTO APPROVED ALUMINUM, STEEL FRAMING OR STEEL STUD, MULLION SECTION APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL. Impact Resistant WWindows & Doors WE'RE STRONGER- 373• W. 104tk Street, Nlelee•, FL 33811 Tel: 305533.5595 1 FAR: 305.553.855 PREPARED BY LYNN MILLEI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 COPYRIGHT® 2018 CGI WINDOWS 8 DOORS ALL RIGHTS RESERVED CERT. OF AUTH. #29296 ••• • • NG \� h, LYiV A P !f No; 58705 b 4 1 `r' :Ca ST TE �� .�� /ONA A tMNNII IWIl R, P.E- P.E.# 58705 BUG HEIG! VERTICAL SECTION D-D EMBE BUCK WIDTH HORIZONTAL SECTION C-C TABLE 3: THOUGH -FIN ANCHORS Min. Min. Max. Anchor Substrate Embedment or Edge Max. On -center Corner Metal Tickness Distance Distance, O.C. Distance 2-1/2" x A 13" Box Nail P.T. Southern Pine (SG = .55) - 3/9' 6" @ Head/Sill 6" @Jambs 2 7/8" 2-1/2" x .131" Common Nail P.T. Southern Pine (SG = .55) - 3/8" 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG = .55) - 3/8" P,T. Southern Pine (SG = .55) 1-3/8" 1/2" #10 Steel SMS Screw (G5) Aluminum, 6063-T5 min 0.100" 3/8" 17-9/16" @ Head/Sill 8-112" Steel Stud, Gr. 33 min. 0.05T, 3/8" 15" @ Jambs A36 Steel 0,0501, 3/8" PT Southern Pine (SG = .55) 1-318" 9/16" #12 Steel SMS Screw (GS) 17-9/16" @ Head/Sill 8-1/2" Aluminum, 6063-T5 min 0 125" 7/16" Steel Stud, Gr. 33 min. 0.071" 7/19' 20" @ Jambs A36 Steel 0.050" 7/16" 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) PANHEAD, FLATHEAD OR HEXHEAD ARE ACCEPTABLE FOR #10 SCREW; FOR # 12 SCREW, USE ONLY PANHEAD OR HEXHEAD. NOTES 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 3. FOLLOW E EMBEDMENT AND EDGE DISTANCE LIMITS. ANY qCE INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW, 2) 2X WOOD FRAMING OR BUCK, 1-1/2" THICK OR GREATER. 3) SEE SHEET 1 FOR SPACING REQUIREMENTS, 4) MAX. SHIM THICKNESS TO BE 1/4 5) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. RENT APPROVED ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR MULLION SECTION APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL: . . ,)HOW••• 3TALI.E" . �•• CTL%IkITp• METAL. • • .. • .. • #10.STWO 0 0 SELF -DRILLING 0004 ' SMS (G5) #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 2 REMOVE FIN AT MULLION TRMI C A, Item Description 1 Flange Frame Head 2 Flange Frame Sill 3 Flange Frame Jamb 4 Integral Fin Frame Head 5 Integral Fin Frame Sill 6 Integral Fin Frame Jamb 7 Sash Bottom Rail 8 Sash Tap Rail 9 HD Fixed Meeting Rail 10 Sash Side Rail 11 Sash Bottom Lock 12 Vinyl Sash Stop 20 Vinyl Bulb, Flex PVC 70 23 Fixed Meeting Rail Plug Gasket, Rigid PVC 24 Wstp.,18T' X.230" Fin Seal 25 Sash Side Rail Gasket, Polyethelyne 26 113alance Take-out Clip 27 Balance 28 Sash Cam, Nylon 29 Sweep Latch, Zinc 30 #6 X 5/8" Ph. Fl. SMS Latch Screws 31 Setting Block 1/8" x 1/2" x 1", EPDM 36 Sash Bottom Lock Spring 38 Glazing Sealant 40 Glass Bead (Lam. Glass) -- — 2 002" 062" .501" MLO869" i (%",�� FLANGE FRAME HEAD � 6063-T6 ALUMINUM 2.056" 3225" 050" f 1.1 k__ 25.050" —2.056" INTEGRAL FIN FRAME SILL 6063-T6 ALUMINUM 093" 062" —•� 1.763" — 1.009" 0 HD FIXED MEETING RAIL 6063-T6 ALUMINUM 050" .498" .050" L . 2,048" r' FLANGE FRAME SILL ,1 6063-T6 ALUMINUM 1.125" ►j --� 062" 1.999" 050" 975" ,050" f INTEGRAL FIN FRAME JAMB 1� J 6063-T6 ALUMINUM ---1 .926" 370" �i �J i0 SASH SIDE RAIL 6063-T6 ALUMINUM 2.590" .050" 062" i 238" _,, .050" — .062" 2WO" _500" �-+- 062" 050" -� (; Z FLANGE FRAME JAMB 6063-T6 ALUMINUM 062" .926" f } SASH BOTTOM RAIL 6063-T6 ALUMINUM 865" —i T 87yy4" 062"1T 1 SASH BOTTOM LOCK RAIL 6063-T6 ALUMINUM 1.807" +— 1..985" -+r .962" - 1.125" • • "'••• ' • • • •••• •••• -000*0 go 8fi9"�••• .••. • • •.0�2" .062" • • • • • • ... • . .. so 00000 • INTEGRAL FIM FRAME HtACf • 4 6 T5 ALUI IAINOM . 00" : • • • • 2.081" 800" {—I a8 SASH TOP RAIL 6063-T6 ALUMINUM 062" SERIES 4120A IMPACT RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS, 3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS 5) SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. I ALL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN BELOW. HALF CIRCLE/ARCH TRAPEZOID HALF EYEBROW 18" O.C-'"I - 48" TIP -TO -TIP WIDTH — 47" BUCK WIDTH A 9s" TIP-TO-TIP� HEIGHT E 95" BUCK HEIGHT 8-1/2" MAX. --� �- 18" MAX. O.C.--+► TYP. FLANGE FRAME ANCHOR LOCATIONS @ MAX. SIZE SEE O.C., ( TABLE 3, SHE 18" MAX. O.C, 8-1/2" MAX. SEE CORNER DISTANCE, ON TABLE 3, SHEET 3 47" BUCK WIDTH SEE CORNER �-0 --� !—DISTANCE, ON TABLE 3, SHEET 3 k k 95" BUCK HEIGHT 33-9/16" VISIBLE -••- LIGHT 56-7/8" VISIBLE LIGHT DI � I � SEE O.C., ON 1 — II TABLE 3, SHEET 3 TYP. FIN FRAME ANCHOR LOCATIONS @ MAX. SIZE Title: PW APPROVAL - HVHZ Description: GENERAL NOTES & ELEVATION Revision: B) ADDED 983 SEALANT Series/Model: I Scale: I Sheet: PW-4120A NTS 1 OF 5 SEE O.C., ON TABLE 3, SHEET 3 SEE CORNER DISTANCE, ON TABLE 3, SHEET 3 TART P 1 DESIGN PRESSURE RATING IMPACT RATING +55/-65 PSF RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 8 .... '� - 1l2" NOM. •••••• GLASS BITE. • • • • • EXTERIOR 5/16" GLAZING DETAIL (7 n 1 /2" NOM. _ 1 1J GLASS BITE EXTERIOR � U u ( f i101 7/16" GLAZING DETAIL • •••••• • • Laminated Glass Types 1 1/8" Annealed, 0.0W' PVB, 1/8" Annealed 2 1/8" Heat Strengthened, 0.090" PVB, 1/8" Heat Strengthened 3 3/1T Annealed, 0.090" PVB, 3/16" Annealed 4 3/16" Heat Strengthened, 0.OW' PVB, 3/16" Heat Strengthened IN I LKLAYtK MAY BE SAFLEX PVB UK TKU5I1-UL PVB SEE SHEETS 4 & 5 FOR GLASS DETAILS Drawn By- JENS ROSOWSKI Date 01 /09/18 JR 110/03/19 awing No. Rev: PW4120FLPA I B Impact Resistant Windows & Doors WERE STRONGER'" CGI DOORS AND WINDOWS, INC. 3780 W 104TH STREET HIALEAH, FL 33018 (305)593-6590 PREPARED BY A LYNN MILLER 1070 TECHNOLOGY DRIVE N VENICE, FL 34275 (941) 480-16M COPYRIGHT O 2019 CGI WINDOWS & DOORS ALL RIGHTS RESERVED REGISTRATION #29296 140. 53705 r ,��JE F40 "I'l/ 3 J NAI A. L t4h� 3t) , P.E. P.E.# 58705 TIP -TO -TIP HEIGHT BUCK HEIGHT EDGE SHOWN DISTANCE INSTALLED TPWU — EMBEDMENT 1X BUCKSTRIP BUCK WIDTH EMBEDMENT i EDGE DISTANCE 1 5/16" LAMI 7/16" LAMI. 1 = y GLAZING GLAZING ifi SHOWN SHOWN EDGE DISTANCE EXTERIOR j EMBED- _ 5/16" LAMI. i MENT GLAZING SHOWN TIP -TO -TIP WIDTH HORIZONTAL SECTION A -A NOTES: 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. ALL WOOD 7/16" LAMI BUCKS LESS THAN 1-1/2" THICK ARE TO GLAZING BE CONSIDERED 1X INSTALLATIONS. 1X SHOWN WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, 3) SEE SHEET 1 FOR SPACING SHOWN REQUIREMENTS. INSTALLED TPWU 1X BUCKSTRIP 4) MAX. SHIM THICKNESS TO BE 1/4". 5) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO EMBEDMENT MEET DESIGN REQUIREMENTS. EXTERIOR a —� EDGE DISTANCE -� VERTICAL SECTION B-B TART F 2- Anchor Substrate minimum Edge Distance Minimum Embedment P.T. Southern Pine (SG = .55) 9/16" 1-3/8" #12 Steel SMS Screw (G5) Aluminum, 6063-T5 min. 3/8" 0.078" Steel Stud, Gr. 33 min. 3/8" 0.045" (20 Ga) A36 Steel 3/8" 0.050" P.T. Southern Pine (SG = .55) 1" 1-3/8" 1/4" Steel Ultracon Concrete (min. 2.9 ksi) 1-1/8" 1-3/8" Grouted CMU, (ASTM C-90) 2-1/2" 1-314" Ungrouted CMU, (ASTM C-90) 1-1/8" 1-1/4" P.T. Southern Pine (SG = .55) V 1-3/8" 1/4" 410 SS CreteFlex Concrete (min. 3.35 ksi) V 1-3/4" Concrete (min. 3.35 ksi) 2-1/2" 11, Ungrouted CMU, (ASTM C-90) 1-3/4" 1-1/4" #12 STEEL SELF DRILLING SMS (GS) (SEE TABLE 2) EXTERIOR 75 #12 STEEL SELF DRILLING SMS (135) (SEE TABLE 2) 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, 3) ALL ANCHOR HEAD TYPES ARE APPLICABLE. Title: PW APPROVAL - HVHZ Description: GENERAL NOTES & ELEVATION Revision: B) ADDED 983 SEALANT Series/Model: Scaie: Sheet: PW-4120A INTS 2 OF 5 60 • •• • • , INSTALLED INTO APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL. INSTALLED DIRECTLY EXTERIOR INTO APPROVED ALUMINUM, STEEL FRAMING OR STEEL STUD. ••• OImpact Resistant Wis Windows Doors WE'RE STRO GER— �Y` ,�`� ; .... �( .� P t'I`3. 58705 - - ( ST,� TE QF�'"�f v t�1�NI � + k� ` A L/YIV�IIUA, P-E: P.E.# 58705 Drawn By: JENS ROSOWSKI CGI DOORS AND WINDOWS, INC 3780 W 104TH STREET HIALEAH, FL 33018 (305) 593-6590 Date: 01 /09/18 PREPARED BY A LYNN MILLER 1070 TECHNOLOGY DRIVE N VENICE, FL 34275 (941) 480-1600�OF -1 Rev. By: JR Rev. Dote: �j 110/03/19 COPYRIGHT© 2019% CGI WINDOWS & DOORS ALL RIGHTS RESERVED Drawing No. PW4120FLPA Rev. B REGISTRATION #29296 BUCK HEIGHT EXTERIOR a i EDGE DISTANCE 5/16" LAMI. GLAZING SHOWN 7/16" LAMI. GLAZING SHOWN EDGE DISTANCE EMBEDMENT EMBEDMENT 1/4" MAX. SHIM EDGE DISTANCE - —+-I VERTICAL SECTION D-D 1/4" MAX. SHIM —, "2 TART F 3- TI OtlrH-FIN ANCHr]RS 1/4" MAX. SHIM 2, 5/16" LAMI. GLAZING SHOWN 7/16" 7/16" LAMI. GLAZING SHOWN EXTERIOR BUCK WIDTH HORIZONTAL SECTION C-C Anchor Substrate Min. Embedment or Metal Tickness Min. Edge Distance Max. On -center, Distance, OC Max. Corner Distance 2-1/2" x .113" Box Nail P.T. Southem Pine (SG = .55) - 3181, 6" 2-7/8" 2-112" x .131" Common Nail P.T. Southem Pine (SG = .55) 3/8" 2-1/2" x .145" Roofing Nail P.T. Southem Pine (SG = .55) - 3/8" #10 Steel SMS Screw (G5) P.T. Southem Pine (SG = .55) 1-3/8" 1/2" 16-9116" 8-112" Aluminum, 6063-T5 min 0.125" 3/8" Steel Stud, Gr. 33 min. 0.057" 3/8" A36 Steel 0.050" 3/8" #12 Steel SMS Screw (GS) P.T. Southem Pine (SG = .55) 1-318" 9/1T 26" 8-1l2" Aluminum, 6063-T5 min, 0,125" 7/16" Steel Stud, Gr. 33 min. 0.071" 7/16" A36 Steel 0,050" 1 7/16" 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ALL SCREW HEAD TYPES ARE APPLICABLE. NOTES: 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 3, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) 2X WOOD FRAMING OR BUCK, 1-1/2" THICK OR GREATER. 3) SEE SHEET 1 FOR SPACING REQUIREMENTS, 4) MAX. SHIM THICKNESS TO BE 114". 5) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. rifle: PW APPROVAL - HVHZ Description: GENERAL NOTES & ELEVATION Revision: B) ADDED 983 SEALANT EMBEDMENT -+-- EDGE DISTANCE EXTERIOR 15 EXTERIOR ID • • •••••• + • : • • #1 O.STEEL SELF • • .+ ,QRILWNG SMS• • ••. • :(SEE TABLE •a•• •••• • • • •• • a 1N$TALLED INTO 0000 APPROVED-VIJOLION, ' MAYBE VER-MAC OR HORIZONTAL. #10 STEEL SELF DRILLING SMS (SEE TABLE 3) INSTALLED INTO APPROVED ALUMINUM, STEEL FRAMING OR STEEL STUD. Impact Resistant e `` rrli Windows &Doors ��"' L`,t,�' x, raven By. WEM MONGEfl - g�",." JCL'. , .• <` CGI DOORS AND WINDOWS, INC. JENS ROSOWSKI 3780 W 104TH STREETNo, 5,3705 HIALEAH, FL 33018 '- Date: (305) 593-6590 01 /09/18 PREPARED BY A. LYNN MILLER j -0 1070 TECHNOLOGY DRIVET I I Rev. lay: Rev. Date: N. VENICE, FL 34275 1 ,'r'TE OF , JR 10/03/19 (1411480-1600 COPYRIGHT O 2019 /Model: Scale: Sheet: Drawing No. Rev: CGI WINDOWS 8 DOORS �// +UNA `a PW-4120A NTS 3 OF 5 PW4120FLPA B ALL RIGHTS RESERVED A.'LlYNN MILILEk, Pa REGISTRATION #29296 P.E.# 58705 TARLF 4- For Glass Type 1 Window Design Pressure (+i-, psf) Short Side (in) 22" 24" 26" 28" 30" 32" 34" 36" 38" 40" 42" 44"' 4611 47" 56" 1 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-63.1 +55/-61.5 +55/-60.2 +55/-59.5 60" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-64.7 +55/-62.2 +55/-60.8 +551-59.3 +54/-57.8 64" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +551-62.4 +55/-60.6 +55/-58.9 +54.7/-57.3 +53.3/-56 68" +55/-65 +55/-65 +551-65 +551-65 +55/-62.2 +551-60.5 +55/-59 +55/-57.4 +55/-55.6 v 72" +55/-65 +55/-65 +551-65 +55/-62.2 +55/-58.6 +55/-56.8 +55/-55.2 +/-53.9 U) 75" +55/-65 +55/-65 +55/-65 +55/-60.5 +55/-56.7 +/-53.9 +/-52.3 +/-51.3 0r84 +551-65 +55/-65 +55/-62.9 +55/-57.8 +/-53.8 +/-50.7 J +55/-65 +55/-65 +55/-61.3 +55/-56 +/-51.8 +/-48.8 +55/-65 +55/-63.7 +55/-59.3 +/-54.1 +/-50 +55/-65 +55/-62.2 +55/-57.6 +/-52.2 95" +55/-65 1 +55/-62.1 +55/-56.6 +/-51.4 TART F A - For Glass Type 2 Window Design Pressure (+l-, psfl Short Side (in) 22" 24" 26" 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 47" 56" +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 60" +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 64" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +55/-65 68" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 Q 72" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 75" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 O 80" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 J 84" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 88" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 92" +55/-65 +551.65 +55/-65 +55/-65 95" +55/-65 +55/455 +55/-65 +55/-65 NOTES. 1) BUCK DIMENSIONS SHOWN.. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. Title: PW APPROVAL - HVHZ Description: DESIGN PRESSURE TABLES Revision: B) ADDED 983 SEALANT SeriesPW-4120A Scale:/Model: I Shee4 OF 5 5/16" NOM. • • • • • GLASS STACK • • •.•• „ ••• "'. 118"ANNEALED GLASS r+••.• ' 0000. .090" PVB • 1/8" ANNEALED GLASS • •... • an • .. 5/16" LAMI. GLAZING "• ' :"' .••••, GLASS TYPE 1 **so 5/16" GLASS STACK 1/8" HEAT -STRENGTHENED GLASS .090" PVB 118" HEAT -STRENGTHENED GLASS 5/16" LAMI. GLAZING GLASS TYPE 2 QImpact Resistant Windows &Doors rown WE'RE STRONGER" �/ CGI DOORS AND WINDOWS, INC JENS ROSOWSKI 3780 W 104TH STREET JR HIALEAH, FL 33018 )ate: (305) 593-6590 01 /09/1 8 PREPARED BY A LYNN MILLER 1070 TECHNOLOGY DRIVE Zev. Date: N. VENICE, FL 34275 i n/m/1 9 (941) 480-1600 Drawing No. PW4120FLPA COPYRIGHT O 2019 v; CGI WINDOWS & DOORS B ALL RIGHTS RESERVED REGISTRATION #29296 f `10 7Fr1f, ' No, 5C;'w f J [ 1 '. S I: O f ,l�al`l�[ 1 91ih1 A LYNN MILLER, P.E. P_F,# 58705 TABLE 6: Window Design Pressure (+/-, psf) For Glass Type 3 Short Side (in) 36" 381" 40" 42," 44"" 46" 47" 72" +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 75" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 c 80" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 a� a U) 84" +55/-65 +55/-65 +551-65 +55/-65 +551-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 J 92" +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-64.4 +55/-63.4 95" +55/-65 +55/-65 +55/-65 1 +55/-65 +55/-64 +55/-61.9 +55/-60.9 TGRI P 7- Window Design Pressure (+/-, psf) For Glass Short Side (in) Type 4 36" 38" 40" 42" 44" 46" 47" 72" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 75" +55/-65 +55/-65 +55/-65 +55/-65 +55/• 65 +55/-65 +551-65 c a� 80" +551-65 +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +551-65 U) 84" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +55/-65 °? c 88" +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 J 92" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 95" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 7/16" NOM. GLASS STACK 3/16" ANNEALED GLASS .090" PVB 3/16" ANNEALED GLASS 7/16" LAMI. GLAZING GLASS TYPE 3 7/16" NOM GLASS STACK ..� 3/16" HEAT STRENGTHENED GLASS 090" PVB 3/16" HEAT STRENGTHENED GLASS 7/16" LAMI. GLAZING GLASS TYPE 4 2.000" ,062" 1.599" TABLE 8: Item # I Description 1 Flange Frame 2 Integral Fin Frame 3 Glazing Bead, 5/16" Lami & 3/16" Mono 4 Glazing Bead, 7/16" Lami 7 1 Dow 899, 983 or RGS-7700 Silicone 8 lVinyl Bulb Glazing Gasket 10 ISetting Block 3/16" x 5/16" x 1-1/2" 12 1#8 X 1" Panhead SMS (Assembly Screw) -- 2.000" 062" 1.125" 2.224" .062" FIN FRAME 6063-T6 ALUMINUM ►� ,528" �• — 745 --- 050" GLAZING BEAD, 3116 j 6063-T5 ALUMINUM —go .405"�+-- ,745" 1 —�-� .050" 4 GLAZING BEAD, 7/16" 6063-T5 ALUMINUM ••.si, 'kiltifill" Impact Resistant Windows & Doors ' , `a;%/i �� .E j,/ �� r Tithe: Downy: WERE STFIONGEH"' � ` D 3 80IN 110 TH"S° EETOWS, INC PW APPROVAL - HVHZ DENS ROSOWSKI :. No, 53705 _ Description: Date: HIALEAH, FL 33018 = (305) 593-6590 _ DESIGN PRESSURE TABLES & MATERIALS 01 /09/18 )�YF /9 PREPARED BY LYNN MILLER1 1070 TECHNOLOGY DRIVE STXTE ,• NOTES: Revision: Rev. By: Rev. Dote: N. VENICE, FL 34275 i ' w ' • • C� 40mor>-,'� 1) BUCK DIMENSIONS SHOWN. B) ADDED 983 SEALANT JR 10/03/19 (941>48°-,600 > 'gar � " COPYRIGHT@ 2019 Sheet: 7;3 a tit r�/� 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT Series/Model: Scale; Drawing No. Rev. CGI WINDOWS & DOORS ALL RIGHTS RESERVED 1 AVAILABLE WIDTH OR HEIGHT DIMENSION. PW-4120A NTS 5 OF 5 PW4120FLPA B A LYN MiLL1 R, P,I*. REGISTRATION #29296 P.E.# 58705