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RC-16-1203 (2)o7:�i!`a� SMEAD.' itt No. 75807 emoadcom • Made In USA RE: Permit # igr_JZ-Q_//‘ (Print name and circle License Type) IVliamiShoresilla e 9 16--421) INSPECTION AFFIDAVIT Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 licensed as a (n) FS 468 Building Inspector Contractor Engineer / Architect, License #: CC -C j Z °I On or about Q /10 / 1 ° ! l) , I did personally inspect the roof deck nailing (Date & time) work at)4„g 1 3 ,A4 1:4 _ (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 5 1 Z 1 day of 1 Notary Public, Sate of Florida at Large wit ') 't o (€ 4P VI .EYPP.'; a JUDITH DORELIEN 1*, A' s MY COMMISSION #FF031954 \::tftei iiiiiiii EXPIRES June 27.2017 (407) 398.0153 Fbrtdallotaryservice.com 'General, Buliding, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection pmdcai nn !7)lnnnlAMPlinnno c�- 5ti\i, d-`° -kA"- N\re"gr\io >s►�" 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) 7624949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING MECHANICAL PUBLIC WORKS Master Permi FBC ZON51t1 t Na.F cI- 3 Sub Permit No. ❑ REVISION EXTENSION Ej RENEWAL E CHANGE OF CONTRACTOR JOB ADDRESS: I; (P � I i 0� r l sI 1- 7 1 City: Miami Shores County: Folio/Parcel#: I H SOS V" 0900 Miami Dade ❑ CANCELLATION ❑ SHOP DRAWINGS Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: ` I/1 �k l-1 A y�/� OWNER: Name (Fee Simple Titleholder): F r � �)4 Id � n l LLL • Phone#: 9 L.04:; — I) (/ g Address: LpV mu 1.951-h &t V' 'et • City: U&h m I n I �State: Zip: IIIPS. Phone#:JU43. I I ;( Email:Ma r 1 S1201tf ({_ • ( Or/s&1ee PPGZtbse I-6 co m Tenant/Lessee Name: I 111 1"(11 I a CONTRACTOR: Company Name: 0-iec4 Phone#: Address: ULM nli1) I ,9511n1City:nUa)m((Mt State:• ' 1- I Zip: 3�i( p tVkA'e L UNC -L i��AA) Phone#: 365L044 - 113V Name: 345-1.P4; - 13( State Certification or Registration #: Ct1 C 15 I J� Certificate of Competency #: 04135 QU - ili0V DESIGNER: Architect/Engineer: f-,.s9ez-- 4?CoVeSS1G•Nsz...\ esiQr Phonek305i6s4 8.1-6G Address: !201 SW 7gc-r ' City: IJ1lwr�, State: FI-. Zip: 33IS5 q Q ,.,�OF7 Value of Work for this Permit: $ t i Z�1�((� Square/Linear Footage of Work: 1500 SQ, Type of Work: ❑ Addition VI Alteration del. E New El Repair/Replace ❑ Demolition Description of Work: e Olaf -4._ �pt °°WI4 V15 e%4AR, s IN Q1/20 Kew i et c-1 careckik«P(c� e(eCtrc ret } PkcaM1raet) `dew/ (�c-�5.e Specify color of color thru tile: r` Submittal Fee $ 2:0 Permit Fee $ 5.00 '.R® CCF $ kO t 2-V co/as 56 . Scanning Fee $ / • w Radon Fee $ 9- • S, DBPR $ R • �' Notary $ ‘.34 Technology Fee $ �' CDC) �Trraining/Education Fee $ 3, 0 Double Fee $ (� n-� Structural Reviews $ �`U� .O \2,6 t a) Bond $ 1V . V�,.) TOTAL FEE NOW DUE $ -9( l •'2- (Revised02/24/2014) 1,21 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this _4_ dayof Y1a Art.,, 1 /1,Pnel w -ho is personallykna trOitit , 20 , by me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as f_ t5: ` \ VANESSA A CABRERA • MY COMMISSION #FF169842 4,‘ off: (407) 398-0153 ,sj;+;;dallota Se ice.com APPROVED BY IP (Revised02/24/2014) Signature The foregoing instrument was acknowledged before me this , 20 1 by �A V(lCpl ', who is personally known to (-i day of me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as airtg5-91 erAh-rrz ******************** Plans Examiner Structural Review VANESSA A CABRERA ' •MY COMMISSION #FF169842 S... is amp (407) 398-0153 FloridallotaryService.com ********** Zoning Clerk Client#: 100457 CSPAI ACORD,., CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 06/01/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Advanced Insurance Und. 3250 N. 29th Ave Hollywood, FL 33020 MACT Certificate Department PHONE 954-416-9780 FAX (A/C, No, Ext): (AIC, No): 954-963-9776 ADDRESS: DSS: certificateofinsurance@advancedins.com INSURERS) AFFORDING COVERAGE NAIC # INSURERA: Kinsale Insurance Company 38920 INSURED C & S Paint & Wallpaper Inc 660 NW 125 St Miami, FL 33168 INSURER e : Bridgefield Employers Insurance 10701 INSURER C : 01/28/2017 INSURER D . $1,000,000 $100,000 INSURER E : INSURER F : CLAIMS -MADE COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE IgRL WUVD POLICY NUMBER (MM/DDD/YYYY) (M POLICY EXP LIMITS A GENERAL X LIABIUTY COMMERCIAL GENERAL LIABILITY 01000351910 01/28/2016 01/28/2017 EACH OCCURRENCE� $1,000,000 $100,000 PRE ONS ((Ee p ur,ence) CLAIMS -MADE X OCCUR MED EXP (Any one person) $ Excluded X BI/PD Ded:5,000* PERSONAL &ADV INJURY $1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES —1 POLICY n PROT- JEC PER: LOC PRODUCTS - COMP/OP AGG $2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ A X UMBRELLA LIAR EXCESS UAB X OCCUR CLAIMS -MADE 0100035196-0 01/28/2016 01/28/2017 EACH OCCURRENCE $5,000,000 AGGREGATE $5,000,000 $ DED RETENTION $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y/ N N N / A X 083054458 04/23/2016 04/23/2017 X TORY IMTS - gr E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) Applicable forms: (available upon request) **General Liability** CG2010 0704 Additional Insured Ongoing Operations (Blanket) CG2037 0704 Additional insured Completed Operations (Blanket) (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE .AGtu ll+tCdm-um-a#:44 2e r. -, © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) 1 of 2 The ACORD name and logo are registered marks of ACORD #S1378981/M1378842 BGM DESCRIPTIONS (Continued from Page 1 CAS400$ 0110 Waiver of Transfer of Rights of Recovery Against Others To Lis (Blanket) CAS5003 0110 Primary & Non -Contributing Insurance CAS4005 0310 Amended Aggregate Per Protect or Location **Workers Compensation** WC000313 04.84 Waiver of Our Right to Recover From Others (Blanket) RE: License #CGC 1513784 SAGITTA 25.3 (2010/05) 2 of 2 #S1378981/M1378842 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Expiration: 01/29/2017 Applicant 1561 NE 103 Street Miami Shores, FL 33138- 1132050310220 Block: Lot: M2J4 HOLDINGS LLC Owner Information Address Phone CeII M2J4 HOLDINGS LLC 1561 NE 103 Street MIAMI SHORES FL 33138- (786)290-8051 660 NW 125 Street NORTH MIAMI FL 33168- Contractor(s) Phone C & S PAINT AND WALLPAPER INC (786)290-8051 CeII Phone Valuation: Total Sq Feet: $ 16,689.95 1500 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: REPLACE Stones: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Retum : ROOF, CHANGE DRYWP Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due Bond Type - Owners Bond CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Amount $500.00 $10.20 $50.00 $7.51 $7.51 $3.40 $500.70 $120.00 $160.00 $39.00 $13.60 Total: $1,411.92 Pair Date Pay Type Invoice # RC -5-16-59643 08/02/2016 Credit Card 05/04/2016 Credit Card Bond #: 3182 Amt Paid Amt Due $ 1,211.92 $ 200.00 $ 200.00 $ 0.00 Available Inspections: Inspection Type: Fill Cells Columns Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Review Planning Review Electrical Review Electrical Review Electrical Review Building Review Building Review Building Review Building Review Building Review Structural Review Structural Review Mechanical Review Plumbing 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 AFFIDVIT: I certify that the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhe I authorize the above-named contractor to do the work stated. August 02, 2016 Authorized Snature: Owner / Applicant / Contractor / Agent Building Department Copy Date August 02, 2016 1 Property Search Application - Miami -Dade County Page 1 of 8 IMPORTANT MESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Folio SEARCH: 1561 NE 103 St. Back to Search Results PROPERTY INFORMATION Folio: 11-3205-031-0220 Sub -Division: MIAMI SHORES BAY PARK EST REPLAT OF TR C Property Address 1561 NE 103 ST Miami Shores, FL 33138-2627 Owner MARK LLERENA Mailing Address 1550 NE 103 ST MIAMI SHORES, FL 33138 Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 2 / 0 Floors 1 Living Units 1 Suite http://www.miamidade.gov/propertysearch/ 5/9/2016 Property Search Application - Miami -Dade County Actual Area Living Area Adjusted Area Lot Size Year Built 1,550 Sq.Ft 1,990 Sq.Ft 12,128.04 Sq.Ft 1961 Page 2 of 8 Featured Online Tools Comparable Sales Non -Ad Valorem Assessments Property Record Cards http://www.miamidade.gov/propertysearch/ Glossary PA Additional Online Tools Property Search Help 5/9/2016 Property Search Application - Miami -Dade County Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year Land Value Building Value Extra Feature Value Market Value Assessed Value TAXABLE VALUE INFORMATION COUNTY Exemption Value Taxable Value SCHOOL BOARD Exemption Value Taxable Value CITY Exemption Value Taxable Value REGIONAL Exemption Value Taxable Value BENEFITS INFORMATION Benefit Non -Homestead Cap 2015 $370,162 $138,504 $15,113 $523,779 $523,779 2015 $0 $523,779 $0 $523,779 2014 $327,717 $134,922 $15,164 $477,803 $408,372 2014 $0 $408,372 $0 $477,803 Page 3 of 8 2013. $221,111 $134,922 $15,215 $371,248 $371,248 2013 $0 $371,248 $0 $371,248 $0 $0 $0 $523,779 $408,372 $371,248. $0 $0 $523,779 $408,372 $0 $371,248 Type 2015 2014 2013 Assessment Reduction $69,431 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). FULL LEGAL DESCRIPTION http://www.miamidade.gov/propertysearch/ 5/9/2016 Parcel Owner Report Parcel Number: 1132050310220 1561 103 Street Miami Shores FL 33138 - Tax ID: 1132050310220 Owner Information MARK LLERENA Phone: Current Owner: Yes Cell: (786)290-8051 MRUDULABEN PATEL Current Owner: No Phone: Current Owner: No Company: M2J4 HOLDINGS LLC Phone: (786)290-8051 KISHOR PATEL Current Owner: No Phone: Phone: Current Owner: No Company: WILMINGTON TRUST CO TRS N Monday, May 9, 2016 Page 1 of 2 Related Permits Demolition Electrical - Residential Mechanical - Residential Paint Paint Plumbing - Residential Plumbing - Residential Re -Occupancy Residential Construction Residential Construction Residential Construction Roof Permit Number DEMO -3-16-569 EL -3-08-469 MC -3-08-468 BP2005-994 PT -4-09-575 PL -3-08-470 PL -3-06-718 REOC-10-15-2751 RC -12-07-2505 RC -5-16-1203 RC -2-09-293 RF -4-15-913 Application Date 03/03/2016 03/17/2008 03/17/2008 07/01/2005 04/08/2009 03/17/2008 03/20/2006 10/28/2015 12/17/2007 05/04/2016 02/27/2009 04/17/2015 Expiration Date 09/04/2016 01/01/2999 01/01/2999 01/01/2999 10/17/2015 01/01/2999 01/01/2999 01/01/2999 01/01/2999 10/31/2016 01/01/2999 10/19/2015 Status APPROVED4 '°'- CANCELLED CANCELLED CANCELLED EXPIRED CANCELLED CLOSED CLOSED CANCELLED APPLIED /". CLOSED EXPIRED -2V &JD. Monday, May 9, 2016 Page 2 of 2 PERMIT#: ZGI.�` 1 Lo 3 IVitami Shores Viiiage Building Department RECEIPT DATE: � I /46 I. ctr cc_ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 (Name) ceontractor ><Owner o Architect Picked up 2 sets of plans and (other) Address: the r 6 3 s� From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Departnpnt to continue permitting process. Signature: (SIGNATURE) PERMIT CLERK INITIAL: RESUBMITTED DATE: os PERMIT CLERK INITIAL: 6 Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 6/28/16 Permit No.: RC16-1203 Project Address: 1561 NE 103RD ST. Page 1 of 2 1. PROVIDE TWO COPIES, SIGNED AND SEALED OF ALL STRUCTURAL DESIGN CALC'S, AS REFERENCED IN THE "STRUCTURAL EVALUATION & ANALYSIS " , PREPARED BY JOSE MARTINEZ, P.E., DATED 6/8/2016. 2. MUST PROVIDE PROPER WORKING DRAWINGS TO SCALE, IN COMPLIANCE WITH THE PROVISIONS OF CHAPTER 8, MIAMI-DADE ADMINISTRATION CODE, (REFER TO ATTACHED COPY) 3. ALL DESIGN AND SPECIFICATIONS ON THE PLANS MUST REFERENCE AND COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 5TH EDITION (20140). 4. PROVIDE SIGNED AND SEALED BY FLORIDA ARCHITECT OR ENGINEER, STRUCTURAL CALCULATIONS TO INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING ELEMENTS: A) ALL PROPOSED TRUSS REPAIRS B) DESIGN OF MASONRY WALL INFILLED BLOCK AREAS C) ALL BEARING REINFORCED MASONRY WALLS D) VERIFY DESIGN OF REINFORCED MASONRY WALL TO CARRY THE POINT LOADS OF THE TRUSS GIRDER REACTIONS FALLING ON WALL WITHOUT THE USE OF ADDITION REINFORCEMENT AT THOSE LOCATIONS. CHECK FOR BOTH GRAVITY AND NET WIND UPLIFT LOADING CONDITIONS E) ALL WOOD FRAMED BEARING WALLS AND EXTERIOR WOOD FRAMED CURTAIN WALL SYSTEM F) DESIGN LOADS FOR ALL ROOF FRAMING ELEMENTS, SHOW LOAD REACTIONS FOR EACH MEMBER FOR BOTH WIND UPLIFT AND GRAVITY (DL + LL) REACTIONS AT SUPPORTS G) FRAMING ELEMENTS AND CONNECTIONS DESIGNS H) ANALYSIS FOR ROOF DIAPHRAGM LOADINGS IN BOTH DIRECTIONS 5. STRUCTURAL LOAD CALC'S REQUIRED TO COMPLY WITH FLORIDA ADMINISTRATIVE CODE SECTION 61G15-23. ORIGINAL SIGNATURE, DATE AND SEAL ARE REQUIRED ON BOTH SETS Miami Shores Village, Florida STRUCT. REVIEW COMMENTS (Cont.) Page 2 of 2 6. PROVIDE TWO COPIES OF SPECIAL INSPECTOR FORM, FULLY EXECUTED FOR : A) REINFORCED MASONRY PER SECTION 2122.4 OF FBC 5TH EDITION (2014) CODE B) MIAMI DADE COUNTY ADMINISTRATIVE CODE, ARTICLE II, SECTION 8-22 1) SOIL COMPACTION 2) OTHER: PREFAB TRUSS REPAIRS (REFER TO ATTACHED COPY OF THE INSPECTION FORM) ************************************************************************ ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE Miami Shores Village Building Department 10050 NE 2nd 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 5th Edition (2014) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered architect/professional engineer licensed in the State of Florida. Process umber: 1 J �5pecial Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) _ Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted 1'`oil Compaction _ Precast Attachments _ R)Oing Applications, Lt. Weight. Insul.Conc. _ Other r -6M 1 io n9 Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional 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. Engineer/Architect Name Signed and Sealed Print Date: Address Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 June 24, 2016 Permit No: RC 16-1203 Building Critique Review HOLD- SPOKE TO MARK ON 6/24/16 WE ARE WAITING FOR A COMPLETE DETAIL JOB COST ESTIMATE Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 June 10, 2016 Permit No: RC 16-1203 ELECTRICAL REVIEWER COMMENTS Need electrical permit application. Michael Devaney Chief Electrical Inspector Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING CRITIQUE DATE: 05-23-2016 PERMIT NUMBER: 16-1203 1. Based on the information provided under this application, the information provided on the Miami Dade County Property Appraisers web site and the permit record for this property it is my opinion that the scope of work constitutes a substantial improvement. Please provide plans with details and specifications to comply with the requirements of Section R322 of the 5th Edition of the 2014 Florida Building Code -Residential and in accordance with the Miami Shores Village Flood Ordinance. R322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas (including A or V Zones) as established in Table R301.2(1) shall be designed and constructed in accordance with the provisions contained in this section. 05-23-2016. As per our meeting and according to the permit records and violations for this property he following cost is to be added to the new job cost. This is the cost of the work associated with the project prior to Mr. Llerena purchasing the property. 1. Mold remidiation $2535.00 2. Re -roof $3570.00 Total $5570.00 Ismael Naranjo, B.O, CFM Building Director PERMIT #: RC) Miami Shores Village Building Department RECEIPT I, Ls4,21`\. \aO (Name) DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 o Contractor ❑ Owner `(Architect / Picked up 2 sets of plans and (other) i Address: ) 5 .G)�— From the building department on this date in order to have corrections done to pians And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Departme t to continue permitting process. Signature: GNATURE) PERMIT CLERK INITIAL: A RESUBMITTED DATE: ))6)ga ,---- PERMIT CLERK INITIAL: M• iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING CRITIQUE DATE: 05-09-2016 PERMIT NUMBER: 16-1203 1. Based on the information provided under this application, the information provided on the Miami Dade County Property Appraisers web site and the permit record for this property it is my opinion that the scope of work constitutes a substantial improvement. Please provide plans with details and specifications to comply with the requirements of Section R322 of the 5th Edition of the 2014 Florida Building Code -Residential and in accordance with the Miami Shores Village Flood Ordinance. R322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas (including A or V Zones) as established in Table R301.2(1) shall be designed and constructed in accordance with the provisions contained in this section. Ismael Naranjo, B.O, CFM Building Director MIAM{'01ADE Flood Zones Flood Zone for:1561 NE 103RD ST, 33138 NE 108TH ST Y Z m 2 m M r w r , O '1 = A 2 2 y -1 ✓ ▪ m NE IOSTH ST NE 104TH 5T NE103RDST 4 N 102ND ST Gt NE 101ST ST 1y 5E 99TH 5 Si Z a 2 NE 108TH ST NE QUAYSIDE TER QUAYSIDEl TOWEPSIDE TER NE 105TH ST NE 104TH ST NE 103RD ST NE 102ND 5T 5S NE 101ST 10E1 11E1E7.RD ST, 33138 '11AM1 SHORES ZONE Elevation AE 9 Total Flood Zones 1 Designations: Flood Zones What does it mean?* AIMOINIMIIMMNIMMINIEL ilk 0.2 PCT ANNUAL CHANCE FLOOD HAZARD An area inundated by 2% annual chance flooding. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones. A Zone A is the flood insurance rate zone that corresponds to the 100 -year floodplains that are determined in the Flood Insurance Study by approximate methods. Because detailed hydraulic analyses are not performed for such areas, no Base Flood Elevations (BFEs) or depths are shown within this zone. Mandatory flood insurance purchase requirements apply. AE Zone AE is the flood insurance rate zone that corresponds to the 100 -year floodplains that are determined in the Flood Insurance Study by detailed methods. In most instances, Base Flood Elevations (BFES) derived from the detailed hydraulic analyses are shown at selected intervals within this zone. Mandatory flood insurancepurchase requirements apply. AH Zone AH is the flood insurance rate zone that corresponds to the areas of 100 -year shallow flooding with a constant water -surface elevation (usually areas of ponding) where average depths are between 1 and 3 feet. The Base Flood Elevations (BFEs) derived from the detailed hydraulic analyses are shown at selected intervals within this zone. Mandatory flood insurance purchase requirements apply. Disclaimer: ' Note: The flood zone information provided is intended for use in the unincorporated orporated areas of Miami -Dade County. Municipalities will have their n own floodplain management regulations and flood zone map information, which may differ from the County's information. Miami -Dade County provides this website as a public service to its residents. •• The County is continually editing and updating GIS data to improve positional accuracy racy and information. No warranties, expressed or implied, are provided for the positional or thematic accuracy of the data herein, its use, or itsinterpretation. Although it is periodically updated, this information may not reflect the data currently on file at Miami -Dade County and the County assumes no liability either for any errors,omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. please direct all inquires, comments, and suggestions to gispmiamidade.gov printed: 5/9/2016 MIAMF COUNTY Flood Zones D Areas with possible but undetermined flood hazards. No flood hazard analysis has been conducted. Flood insurance rates are commensurate with the uncertainty of the flood risk. Open water Open Water: large lakes, bay, ocean. VE Zone VE is the flood insurance rate zone that corresponds tothe 100 -year coastal floodplains that have additional hazards associated with storm waves.Base Flood Elevations (BFEs) derived from the detailed hydraulic analyses are shown at selected intervals within this zone. Mandatory flood insurance requirements apply. X Zone X is the flood insurance rate zone that corresponds to areas outside the 100 -year floodplains, areas of 100 -year sheet flow flooding where average depths are less than 1 foot, areas of 100 -year stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 100 -year flood by levees. No Base Flood Elevations (BFEs) or depths are shown within this zone. * Definitions were provided by the Federal Emergency Management Agency (FEMA -->http://www.fema.gov ). Disclaimer: • Note: The flood zone information provided is intended for use in the unincorporated orporated areas of Miami -Dade County. Municipalities will have their n own floodplain management regulations and flood zone map information, which differ from the County's information. Miami -Dade County provides this website as a public service to its residents. •• The County is continually editing and updating GI5 data to improve positional accuracy and information. No warranties, expressed or implied, are provided for the positional or thematic accuracy of the data herein, its u or its interpretation. Although it is periodically updated, this information may not reflect the data currently on file at Miami -Dade County and the County assumes r no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, o action not taken by the user in reliance upon any information provided herein. please direct all inquires, comments, and suggestions to gisiamiamidade.gov printed: 5/9/2016 ICS ROOFING e io May 16, 2016 Miami Shores Village 10050 NE 2nd Ave Miami Shores, Fl 33138 MAY 17 2016 4a44 /',/203 Att: Building Department RE: 1561 NE 103 Street, Miami Shores — Permit No. RF -4-15-913 This letter requests the closing of the above permit. The roofing work could not be finished as the building was "red tagged". AZ,r oF *2% Thank you for your assistance. Regards Alain Gonzalez Vice President ;. -41i ELIZABETH J HUBBARD . MY COMMISSION # EE855796 EXPIRES December 03, 2016 (40?) 398-0153 Floridallo Seryoe corn P.O. BOX 973135, Miami, Florida 33197-3135 TEL: (305) 234-5234 FAX: (305) 234-5753 wwvw.isaacsroofing.com Related Permits Demolition Electrical - Residential Mechanical - Residential Paint Paint Plumbing - Residential Plumbing - Residential Re -Occupancy Residential Construction Residential Construction Residential Construction Roof Permit Number DEMO -3-16-569 EL -3-08-469 MC -3-08-468 BP2005-994 PT -4-09-575 PL -3-08-470 PL -3-06-718 REOC-10-15-2751 RC -12-07-2505 RC -5-16-1203 RC -2-09-293 RF -4-15-913 Application Date 03/03/2016 03/17/2008 03/17/2008 07/01/2005 04/08/2009 03/17/2008 03/20/2006 10/28/2015 12/17/2007 05/04/2016 02/27/2009 04/17/2015 Expiration Date 09/04/2016 01/01/2999 01/01/2999 01/01/2999 10/17/2015 01/01/2999 01/01/2999 01/01/2999 01/01/2999 10/31/2016 01/01/2999 10/19/2015 Status APPROVED CANCELLED CANCELLED CANCELLED EXPIRED CANCELLED CLOSED CLOSED CANCELLED APPLIED CLOSED EXPIRED Thursday, May 19, 2016 Page 2 of 2 Parcel Owner Report Parcel Number: 1132050310220 1561 103 Street Miami Shores FL 33138 - Tax ID: 1132050310220 Owner Information MARK LLERENA Phone: Current Owner: Yes CeII: (786)290-8051 MRUDULABEN PATEL Current Owner: No Phone: Current Owner: No Company: M2J4 HOLDINGS LLC Phone: (786)290-8051 KISHOR PATEL Current Owner: No Phone: Phone: Current Owner: No Company: WILMINGTON TRUST CO TRS N Thursday, May 19, 2016 Page 1 of 2 KEANE SOIL PRETREAT & COMPACTION, INC. (954) 462-0607 Notice of Preventative Treatments for Termites (As required by Florida Building Code (F13C) 109.2.2) 9gm5 103 LS Prod es used Percet}tncentrario I �l u Stage of trealtmen C-5-16-1263 Address of Treatment r.,L7 Chemical used J Are. ( eated Applicator Gallons applied linear feet treated As per 109.2.2 —If soil chemical method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line ALL STATE ENGINEERING (Lc—,s-=1‘-1Zo3 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. TESTING LABORATORIES-ENGINLERS-INSPECTION SERVI('ES-CHEMIST-DRILLING-ENVIROMENTAI. SERVICES 12949 west Okeechobee Road, Unit C-4, Hialeah Gardens, Florida 33018 Phone: 305-888-3373 Fax: 305-888-7443 PROCTOR COMPACTION TEST ASTM D-1557 Date October 13°i , 2016 Order Number 16-376 Client M2J4 Holding, LLC 95% Dry Density 102.1 Address 660 NW 125 Street. North Miami, FL 33168 Project SFR Address 1561 NE 103 Street, Miami Shore, FL 33138 Sample Location Stock pile at the job site Soil Description Sub Grade: Light Brown Sand Sampled by Malick Reported to Sindhu TEST RESULTS Laborato,y Number: 12-292 Sample Number: 01 % Moisture Dry Density 8 104 9.5 106 10.8 107.5 13 105 Optimum Moisture 10.8 100% Max, Dry Density 107.5 98% Dry Density 105.4 95% Dry Density 102.1 Gradation test passing 3/4" Sieve 95.10% Sampled By Tested By Checked By Typed By Malick Sindhu Shafqat Elda >- 0 0 ce 0 Dry Density vs % Moisture 5 6 7 8 9 10 11 12 13 14 10E 0.5 $04 % MOISTURE Respe ' ubmitted by, o Gavarrete, P.E. #51371 ALL STATE ENGINEERING & OCT 1 4 2016 TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations repoiled on our Density Test, All State Engineering & testing Consultants, Inc. is not to he held responsible. Asa mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients. and authorization for publication of statements, conclusions or extracts from our reports is reserved. • - ALL STATE ENGINEERING ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMIST-DRILLING-ENVIROMENTAL SERVICES 12949 West Okeechobee Road, Unit C-4, Hialeah Gardens, Florida 33018 Phone: 305-888-3373 Fax: 305-888-7443 Field Density Test of Compacted Soils ASTM D-5195 Client: M2J4 Holding, LLC Order # 16-376 Address: 660 NW 125 Street, North Miami, FL 33168 Date: 10-13-16 Project: SFR Gauge # 23599 Address: 1561 NE 103 Street, Miami Shore, FL 33138 Phone No: 305-643-1136 Attention: Carmen Llercha Lab ID # Location 16-2058 Over the Trench of Drain Waterline Inside House Moisture Contents 7.7 Description of Material Light Brown Sand Back Fill Malick Sub grade X Base rock Sampled By: Malick Tested By: Sindhu Laboratory Identification Number 16-2058 Reported By Malick Checked By Sindhu Test Number 1 Depth in Inches 8" Field Density LB/Cu Ft. (Dry Density) 106.3 Moisture Contents 7.7 Maximum Density In the Field (%) 98.9 Compaction Requirement by Specs % of Maximum Density 95% 100% Maximum Density (Lab) 107.5 Proctor T- 180 AASHTO Method C 16-292 Optimum Moisture (%) 10.8 Reported By Malick Checked By Sindhu Typed By Elda Res ubmitted by, r ciao Gavarrete, P.E. #51371 ALL STATE ENGINEERING & OCT 1 4 2016 TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be bound different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to he held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. JOSE MARTINEZ, P.E. 24 East 5th Street - Suite 1-D, Hialeah, FL 330 TEL :( 305) 887-4417 - FAX :( 305) 884-3667 Miami Shore Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Owner Name: M2J4 LLC / Mark Llerena Job Address: 1561 NE 103rd Street, Miami Shores, F133138 Re: Structural Evaluation & Analysis Date of Inspection: 05/18/16 Process No. RC -5-16-1203 Date: 07/18/16 STRUCTURAL EVALUATION AND ANALYSIS Dear Building Official: I hereby attest to the best of my knowledge and professional judgment, based upon my on-site inspection and review of plans that the existing structure is adequate and the altered struture will be in compliance with Florida Building Code. My statement is based on the following detailed, methodology procedure: FOUNDATIONS: By reviewing microfilm documents provided by MSV, I was able to determine the footing to be a 10" X 24" continuous footing. SLABS: All slabs are 4" thick resting on grade COLUMNS: Concrete tie columns are 8"X12" TIE BEAMS: Concrete tie beams are 8"X12" BEARING WALLS (WOOD FRAME): N/A ROOF FRAMING: Roof framing consists of prefabricated wood trusses that were installed duriri t$e original • • • construction of the residence. There is a few trusses on the northeast side•th wiII33crQpalred• •• according to plans ••' ' • •� '• • •. ••• • •• • • • . • • • • • • . • • • ; • • • • . • • • • •• • •.. • • • . • : i••• • • : PLYWOOD SHEATHING: 5/8" plywood attached to roof framing with 10d nails at 4" o.c. FIRE SEPARATIONS: N/A ROOFING SYSTEM: Cement Flat Tile In conclusion new work does not involve a substantial structural alteration. Trusses repaired mentioned above, 2 wall openings that will be blocked and 3 wall openings that will be modified are the only changes that involve structural alterations and will be performed in compliace with applicable codes of Miami Shores Village. I hereby certify that the altered structure is not exceeding the load under section 807.4 and 807.5 of the current Florida Building Code, with the permit application and any plans approved by the Building Official. If you should have any questions, please do not hesitate to contact me at 305-4874,417. 45 rTi CP ® Jose Mart': i, P.E. 161' Ategtiethik, g659 24 East 5th Street - Suite G+I.`33010 •• • • • • • •• • • . • • • • • • • • •• • . • •• • • •• • ••• • • ;••. • •• • • . • • •.• .•••••• • • • • •• ••.• •••• •• • • • •••• • ••• • • •• • • • • ; • • • • • • . • :,. • • • •:. •• ••• • • • ••• .• •• Miami Shores Village Building Department 10050 NE 2"a Ave. Miami Shores, FL 33138 305-795-2204/ Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYME INSPECTOR ,UNDER THE FLORIDA BUILDING CODE. 1(We) have been retained by 1Z� }I. )-Lever to perform special inspector services under The Florida Building Code 5+h Edition (2014) and M mi Dade County Administrative Code at the ISG [ N )0.., Si— project on the below listed structure as of (date). I am a registered architect/professional engineer licensed in the State of Florida Process Number: R C-) g - ) ZQS �J Special Inspector for Reinforced Masonry,Section 2122.4 of the FBC 5th Edition (2014) _Miami Dade. County Administrative Code, Article 11 Section 8.22 Special Inspector for Trusses > 35 ft, long or 8 ft. high _ Steel Framing and Connections welded or bolted _ Soil. Compaction Precast Attachments _ Roofing Applications, Lt. Weight Insui. Conc. Other Itross i S Note: Only the marked boxes apply. The follo4ving individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. 4, *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Departmentof any changes regarding authorized 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, wit submit to the Building Inspector at the time of the final inspection the completed a sated statement indicating that, to the best of knowledge, belief and portions of the project outlined above meet the intent of the Florida Building. g rdance with the approval plans. � a e � c TI• inspection i� professia 1 &t Code .s fe in sub 77 rrii 0 11r- Sign r Sign Dat P Name •• ••� • tnginee irclttte`c! •;-ot'",44.6 �►` 1i��• e E Address Print S (r r> • • • .•; ••• ••• •• *• .„•• • • • ••• ••• • • + . • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Mimi -Dade CootItf %ER - Product Control Section to be used in Miami Dade County and other areas where 81 wed by the Mithority....... . Having Jurisdiction (AHJ).• • • This NOA shall not be valid after the expiration date stated below. The Miami -Dads Gdwity Product Control" • • • • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade.€annty) resetaw.tjie right:..: to have this product or material tested for quality assurance purposes. If this prot1tet or maforial.i'ails to perform in the accepted manner, the manufacturer will incur the expense of such't'atlli: and the• A!J mai • ; . . • immediately revoke, modify, or suspend the use of such product or material within thhTr jurisdletten. REB..... reserves the right to revoke this acceptance, if it is determined by Miami—Dads ��►uAty Product Control • • Section that this product or material fails to meet the requirements of the applicably buijdmg coZ ..:. • • ........ • • This product is approved as described herein, and has been designed to comply'wit'h =he Florida Building • • Code, including the High Velocity Hurricane Zone. • • • • • • DESCRIPTION: Series "SGD-3030" Aluminum Sliding Glass Door - L.M.I. APPROVAL DOCUMENT: Drawing No. 3030 -LM -120, titled "Alum. SGD Series 3030, (LM & SM)", sheets 1 through 18 of 18, dated 08/01/07, with revision D dated 06/02/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-1114.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2530 F (786) 315-2599 www.miamidade.Eovleconomv MIAMI.DADE COUNTY APPROVED NOA No. 15-0612.06 Expiration Date: February 14, 2018 Approval Date: September 10, 2015 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-0831.09) 2. Drawing No. 3030 -LM -120, titled "Alum. SOD Series 3030, (LM & SM)", sheets 1 through 18 of 18, dated 08/01/07, with revision D dated 06/02/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. •••. . • . . ••.•• ••.... B. TESTS ' • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : : .: • • • • • • • ... • • 2) Uniform Static Air Pressure Test, Loading pert TAS 202-94 ...... 3) Water Resistance Test, per FBC, TAS 202-V4 ... • • • • 4) Large Missile Impact Test per FBC, TAS 201• f4; .... • • • . 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • .. , • 6) Forced Entry Test, SGD types A -A, B -A air , per ASTM F 842-04 and FBC 2411 3.2.1, TAS 202-94. •.............. • • • • • • along with marked -up drawings and installation diagram of alli iciuun slidipgglass :.... .... door, prepared by Architectural Testing, Inc., Test Report No. ATI -72125.0,1'401-18, dated 08/20/07, signed and sealed by Joseph A. Reed, P.E. (Submitted under NOA No. 07-0831.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 06/08/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. ' QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. Manuel PE. Product Control Liner NOA No. 15-0612.06 Expiration Date: February 14, 2018 Approval Date: September 10, 2015 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated June 5, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 5, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. •... G. OTHERS '.... • 1. Notice of Acceptance No. 12-1114.03, issued to PGT Industries fur their Series:SGD- • • •; 3030" Aluminum Sliding Glass Door - L.M.I., approved on 017.7. 'And expiring on ...... 02/14/18. • • • • • .... •.•. ...... • E-2 • • .. .. ...... • .. • • • . • .• .. . • ...... . • • • / Manuel ' er t Product Control Ex : er NOA No. 15-0612.06 Expiration Date: February 14, 2018 Approval Date: September 10, 2015 • ...••. GENERAL NOTES: LARGE AND SMALL MISSILE IMPACT SLIDING GLASS DOOR GLAZING OPTIONS: 9(18° LAMINATED GLASS CONSISTING OF (2) LITES OF 1/4" 1M" HEAT STRENGTHENED GLASS STRENGTHENED GLASS WITH AN .080 SG °SENTRYGLAS° INTERLAYER BY KURARAY AMERICA INC. .090 SG INTERLAYER CONFIGURATIONS: OX, XO, OXO, OXXO F� - (SENTRYGIAS BY KURARAY AMERICA, INC.) 1/4" HEAT STRENGTHENED GLASS 1. HEAT 2. 9/16° LAMINATED GLASS 3. DESIGN PRESSURES: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 12-15. 6. SHUTTER REQUIREMENT: NONE REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED. 7. REFERENCES: TEST REPORTS, (ATI) 72125.01-401-18; ELCO TEXTRON NOA'S; ANSUAF&PA NDS FOR WOOD CONSTRUCTION; ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. THE MINIMUM WIDTH FOR THE OPERABLE DOOR OF °MEANS OF EGRESS DOORS" MUST COMPLY WITH THE FLORIDA BUILDING CODE. Q k o.876' NOM. GLASS BITE EXTERIOR � 10. FOR CONCRETE OR CONCRETE BLOCK APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1-3/4". HEAD/SILL ANCHORS SHOULD NOT BE INSTALLED WITHIN 3" OF EACH OTHER. JAMB ANCHORS SHOULD NOT BE INSTALLED WITHIN 6" OF EACH OTHER. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 414 WOOD SCREWS. SCREW THREADS MUST BE COMPLETELY EMBEDDED INTO SUBSTRATE. 11. QUALIFIED CONFIGURATIONS; r 120° MAX FRAME HEIGHT L 48" MAX NOM. PANEL WIDTH 1 120° MAX FRAME HEIGHT L 0)0(0 48" MAX NOM. PANEL WIDTH 120° MAX FRAME HEIGHT h—"t48" MAX NOM. PANEL WIDTH OGR 1 108" MAX FRAME HEIGHT lQ 60° MAX NOM. PANEL WIDTH )D Ox 00/02/15 are wrpnm Rabb* Imam UPDATE TO 20/4 IBC, (6TH EDITION) amok J.R. ale 8/0//07 OnluO 1210i—lic I t07876210I0LOGYORNE NOM= FL MN 1829 NOX01409,AFL M274 Vl hb Aauer GLAZING DETAIL •• ••• • • • - • . • • • • • • •• ••• • •i ••• • • ••• pEBION PRESSURES (AU. BQES & CONFIGURATIONS) GLASSTYPE PCB NEO 0118• HEAT STRENGTHENED LAMI +1205 -1205 EASED ON 1b` MASONRY ANCHORS N CONCRETE USING ANCHOR PLATE AND 114.8HM8. OTHER ANCHOR TYPES AND SUBSTRATES AVAIIAB LE, SOME WITH DESIGN PRESSURE LIMITATIONS. SEE ENCLOSED SHEETS FOR SPECIFICS, • • • • _ • EFSAL NOt cgutp/G D;ETAULUP •ALUM. 3D &ALM.testi • ••aae•e . a.t° �• • • 8GD9090 I NTS I 1 • 18 �12o NOA DRAWING MAP GENERAL NOTES 1 GLAZING DETAILS 1 DESIGN PRESSURES 1 ELEVATIONS 23 CONFIGURATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 6 PARTS LIST 7 EXTRUSIONS 8-9 PARTS DETAIL 10-11 CORNER ASSEMBLY 12 PANEL TYPES 12 ANCHORAGE 13-15 DP TABLES 16-18 D PRODUCT REVISED es complying with 2c 140flda AccBuilding � 15-0(012- 06 Exp, Data 27 711C .I$ i)r M•:fT Dada Ptad+M ••• • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • ••• •• • •• • • • ••• •• • • ••• • • EXAMPLE OF: C8+4 14 ANCHORAGE FROM THE TABLES ON SHEETS 18 -18. ANCH "14"` JAMB ANCHORS EVENLY-SPACEDANCHORS oxo •+4" ANCHORAGE I.. -- "c" CLUSTER r "+4" { 112 X a O __I = 1. _k ., -. i= 1 .4--. X (1L> "+4" ANCHORAGE "C6 CLUSTER --H 3" +- "+4" "CB° ANCHORAGE CLUSTER EVENLY - SPACED ANCHORS l` I— 4{148 -- 3RSI , I— { I L — L_ o X (1L> t_ �.1 1 X i i ..- o -� - 1 1 i 1 r i �-a-- I 1 OxxO EVENLYSPACEDANCHORS OX OR XO EVENLY- - SPACED ANCHORS EVENLY -SPACED ANCHORS X2/16 R UPDATE TO 2014 FBC, (6TH EDITION) Under area ,rte R8 110,61. J.R. aVI/07 O9ids0ep ar" IWO ?imam FL NM P.O. BOX 1528 NOXOAM$ F.84274 PST_ VLwt* Better NOTES: 1. ANCHOR LOCATIONS SHOWN REPRESENT A STAGGERED PAIR OF ANCHORS AS SHOWN ON SHEETS 13 & 14. 2. FOR ANCHOR QUANTITIES REQUIRED PER SIZE, DP AND ANCHORAGE, SEE TABLES ON SHEETS 96 -18. 3. FOR IN-DEPTH EXAMPLE, SEE SHEET 15. • 8° EVENLY - SPACED ANCHORS PRODUCT REVISED as complying with the Florida AccOm" ISO"PIZ.Orp 'ration Date ""114. QOI$ ay Miami ede Produa ttttttlli ullr,. • a • •• : : : • • • • \\, \fr.1 1YNN Iy�**! ' /. • • • • • • • } , .. '�tCENSk:•.'•F,Q is • • • • • • • • • • • 4f iY : • No. 58705 :: •. ANCHOR ELEVA -Ic NsTar • ALUM. SGD 3 • • ) • adwitee 8005030 • r •:• • .14 :.. •• % o....��,. D• • "LYNN MIUER, P.E. • • P.E.458705 SERjF� 3017! • NTS II 2 d 18 proven 3030 -LM -120 ••• • • • • ••• • • • • •• . • • •• • • • ••• ••• • • • • • • •• •• • • • • • •• •• • • ••• • • SEE roxo• SHEET3 REINFORCEMENT (2 PER INTERLOCK) FORALL CONFIGURATIONS,1 SEE SHEET 12 1451/18" MAX. WIDTH 41 7/8" MAX. DAYLIGHT OPENING ^( -0 3/16' DAYL OPEP 42" �l 0x0,— 11111 Ilk ll�l —:113°A314.61GMAXHT S. OPENING 120"A HEIE (SEE NOTE 1) FOR ALL. •x• PANELS,- SEESHEET6 oxo 190 7/16" MAX. WIDTH HT 41 7/8" MAX. –+ { DAYLIGHT OPENING SEE 'OX' SHEET3 20" MAX. WIDTH PALL DAYLIGHT —+{ ro PANEL/3,441 SEE SHEETS OPENING r 1 1 53 718" MAX. WEEPHOLE A —1—SEE NOTE 2 (SEE NOTE 1) REINFORCEMENT (2 PER INTERLOCK) ✓ SEE roxx0• SHEET4 0 REINFORCEMENT (2 PER INTERLOCK) WEEPHOLE (SEE NOTE 1) x / a 0 REINFORCEMENT INTERLOCK) OXXO 1 8 110 3/16" MAX. DAYLIGHT OPENING 120° MAX. HEIGHT SEE NOTE 1 XO OR OX NOTES: 1.1-9/16° X 5/16" WEEPHOLES ARE LOCATED 6" FROM EACH END AND AT THE FIXED PANEL CENTER, (SEE SHEET 5). 2. ELEVATIONS ON THIS PAGE ARE FOR A DESIGN PRESSURE OF +/-120.0 PSF. fi bete 6 orator genaep Dire Moll: am*: d.R. u■e Radsioex Tbi6bo■ UPDATE TO 2014 FBC, (5TH EDITION) WOW/OT 0b■Dteeex 1070 TECHNOLOGY ORNE MCAS FL 34276 P.R BOX 1&20 NWKOM$R34274 PST Visibly Better ELEVATIONS • tr■ •• • • • • ALUM. SGD SEPS 30V(LM J Sal) • 3 e 181 3030 -LM -120 ••• • • MAX. GHT ZING 108" MAX. HEIGHT PRODUCT REVISED ac complying tvg6 Me Florida Building Coda 15.o . 2.0e, Accoplance No Dale 7ae1�P: 2D18 • • • • • • • • • • • • • • • ��J` iv( OCENgEM/�� ' • • • Y • • ••*. R.' �' •• ••• •• •• • • ':• No. 58705 • • 14 •• ' � .' • • S 0 '.• • STA E F o. • • •'•�;, NAL ,`. . p• • �,.4Vldl5>dLikP.E. • • • P.E.O 68705 8608090 sok NTS ••• • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• • ••• • •• •• •• * •• •• • • ••• • • �e / I <=I2 JI -0 3/16' DAYL OPEP 42" WEEPHOLE A —1—SEE NOTE 2 (SEE NOTE 1) REINFORCEMENT (2 PER INTERLOCK) ✓ SEE roxx0• SHEET4 0 REINFORCEMENT (2 PER INTERLOCK) WEEPHOLE (SEE NOTE 1) x / a 0 REINFORCEMENT INTERLOCK) OXXO 1 8 110 3/16" MAX. DAYLIGHT OPENING 120° MAX. HEIGHT SEE NOTE 1 XO OR OX NOTES: 1.1-9/16° X 5/16" WEEPHOLES ARE LOCATED 6" FROM EACH END AND AT THE FIXED PANEL CENTER, (SEE SHEET 5). 2. ELEVATIONS ON THIS PAGE ARE FOR A DESIGN PRESSURE OF +/-120.0 PSF. fi bete 6 orator genaep Dire Moll: am*: d.R. u■e Radsioex Tbi6bo■ UPDATE TO 2014 FBC, (5TH EDITION) WOW/OT 0b■Dteeex 1070 TECHNOLOGY ORNE MCAS FL 34276 P.R BOX 1&20 NWKOM$R34274 PST Visibly Better ELEVATIONS • tr■ •• • • • • ALUM. SGD SEPS 30V(LM J Sal) • 3 e 181 3030 -LM -120 ••• • • MAX. GHT ZING 108" MAX. HEIGHT PRODUCT REVISED ac complying tvg6 Me Florida Building Coda 15.o . 2.0e, Accoplance No Dale 7ae1�P: 2D18 • • • • • • • • • • • • • • • ��J` iv( OCENgEM/�� ' • • • Y • • ••*. R.' �' •• ••• •• •• • • ':• No. 58705 • • 14 •• ' � .' • • S 0 '.• • STA E F o. • • •'•�;, NAL ,`. . p• • �,.4Vldl5>dLikP.E. • • • P.E.O 68705 8608090 sok NTS ••• • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• • ••• • •• •• •• * •• •• • • ••• • • OXXO OXO INTERIOR OX (XO SIMILAR) DETAIL A, SHEET V2• x 1-314• ALUMINUM (13145) TVP. / r_- \ INTERIOR SIM TO DETAIL 8, SHEET EXTERIOR DETAIL C, SHEETS DETAIL A. SHEET 6 DETAIL B. SHEET DETAIL D. SHEET 8 EXTERIOR / DETAIL C, SHEET8 ) SIM. TO DETAR A. SLEET 8 PRODUCT REVISED as complying with the Florida Building Coda Acceptance No 1 "06 e. 04 E •kali Date :77!L' 2CI8 4ir Miami n,. e • , •.. , `,,, 111111 •• • • • •_ y aYLYNN7i........../., /,,,• •• ••• • ,,,, •• ••• •• • •••••••No586��. • • lootes J.R. 00,02115 lenitive UPDATE 702014 FRC, (5TH EDITION) Reatten este Rerfikar RCnenn Oft J.R. rkaK 7 Modeles err 1070 TECHNOLOGY ORM NOKOMIS, FL $4275 P.0. RQX 1529 NOXOPAS, R.24214 Buz Wet* Better •G=: • • O FCORIOP,.• � CONFIGURATIOZI - 4110 • ALUM.303Gt RtvoT113d SGD SE ES 1/4114 • (L�INSS�1)• •• • • Iinntl‘ • • , Sao: • lec • • A•LYNN MILLER. P.E. • • • P.E.O 58705 •wWM • • d 18 1 30304M-120 ••• • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • •• • • •• •• • • • •• • • ••• • •• •• SEE NOTE 10 (2) SHEET 1 (1) SEE NOTE 2 NOTES: 1. OPTIONAL, INTERIOR SCREEN MAY BE INSTALLED FLUSH TO THE TRACK (A), OR SHIMMED TO THE FINISHED FLOOR HEIGHT (8). 2. OPTIONAL ANCHOR PLATE (25) INSTALLED IN ALL FRAME MEMBERS, FOR FULL DESIGN LOADS. INTERIOR L� (ALL VERTICAL SECTIONS) EXTERIOR ® I(2)SEENOTEIO(1)I SHEET1 SEE NOTE 1A WEEPHOLE LOCATIONS lel SEE NOTE 1, SHEET 3 J.R.Q tu•eey 0�5 Ada e. o UPDATE TO 2014 FEC (8TH EDITION) tie,: t� R 8/01107 Ctieladix AWN 1070 TECHNOLOGY DRIVE NOKOM8, FL 94278 P.O. BD?t 1540 T FL 94274 Vttlbly Better • • •• • • • • •• ••• • • • • • • •• PRODUCT REVISED m complying with the Florida Building Coda Acceptance No ) Ex ration Date `(0t1YNNT1 .``‘Cpl,I....:.. No. 58705 f .. -'7i S41� • ••• ©• • • :76•'. STT'T.• ,� V nQ4l C�R(�3.93EC�10_NS•.. w �,, t-ttONA1 eC,. t�.tlNLF�DSERO.S� •SMJ //ITTtttut+'` a,e.saec A. LYNN MILLER P.E. P.E188705 SOD9030 agar 1/2 SEE NOTE 1B S s 10 3030 -LM -120 Raz D ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • • •• •• • • SEE NOTE 2 SHEET 4 (1) SEE NOTE 10 SHEET1 (2) DETAIL A IMO 0 DETAIL B TYPE AND QUANTITY OPTIONAL INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR NOTE: 1. REINFORCEMENTS (ITEM 23), MUST BE USED IN THE QUANTITIES SHOWN, REGARDLESS OF REQUIRED SIZE OR DESIGN PRESSURE. DETAIL C SEE NOTE 10 SHEET PRODUCT REVISED ns complying with the Florida Building Code Acceptance No I avicovh.061 Elc Date AllE*1 • • • • • • BY I :17117: • • • ••• I1• • • • • • r "•'' GENS F ® ••DEIA1L D •• : : •••= is No. 56705 ut tit 'rrrrlllll�l� J.R. S RoarIllp Rawl* 8x02/16 UPDATE TO 2014 PBC, (5111 EDITION) Dos OsIx Raioloc lirdasor men li JR. 8!0107 BA•adRA Dar t07OTECHNOLOGY DRIVE 08 NO FL 34278 P.O.I2QX 1828 tom, FL 94274 P d r Vbtbly Better • ••• • • HOZO:4TA , C t SSSgCTJOJVS_ AI!UM. 93D SERIEt Et •0, &Ate • • 8003030 1t2 _ (o - e a 18 30304.M-120 Roc 0 A. LYNN MILLER P.E. P.E9 58705 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• R # Dwg # Description 1 13120 Main Frame Head 2 13121 Main Frame Sill 3 13122 Main Frame Jamb 4 13136 Fixed Panel Adapter Head 5 13136 Fixed Panel Adapter SIII 6 13133 Operable Panel Adapter Head 7 13134 Threshold 8 13132 Track 9 13139 Screw Cover 10 13123 Panel Top Rail 11 13124 Panel Bottom Rail 12 13126 Panel Side Rail 13 13126 Fbked Panel Interlock 14 13127 Operable Panel Interlock 15 13128 Astragal 16 13137 Top Rail Panel Adapter 17 13138 Bottom Rell Panel Adapter 18 13129 Interlock Add On 19 13131 Add On Handle 20 13130 Male Astragal 21 13026 9116' Bead 22 8153 Roller Assembly 23 13146 Aluminum Reinforcement - 8063 T5 24 4439 Gemini Lock 25 13160 SGD Anchor Plate 26 4437 Thumbtum 28 749 Reinforcement Spring Clip 29 13143 Handle Set 30 13144 Fred Panel Gasket 31 61059 Weatherstrip .187 X .210 FS 32 1213 Weatherstrip .187 X .200 33 13116 Glazing Leg Gasket 34 6TP247 Bead Weatherstrip 36 1267 Setting Block DaleE 36 71696K Panel Dust Plugs ttondorts 0 UPDATE TO 2014 FEC, (5TH EDITION) Raaax Ode Render Dean err J.R. 8m1/O7 anliza Riviskew a"oladex Orme # Dwg # Description 37 7PAD1626 Open Cell Foam Pad 38 71420X 1/4-20 x 1.25" Socket Head, SS 39 13021 #10 X 1.25" Ph, PH, SS 40 7103239 Tinnerman Nut, #10-32 41 710X34 #10 x 314" Ph, PH, SS SD 42 71032X #10-32 x 1" Ph. FH. Self -Tap 43 13044 Panel Comer Key 44 S8lcone Glazing GE7700 or Equiv. 45 4317 Joint Sealant 46 1135 #10 x 3/4' Ph, PH, SS 47 8052 Cap Plug 48 4385 Bumper Stop 49 78X38 # 8 x 3/8" Tek 90 4424 Screen, 1 -Track Frame, Sill 91 4426 Screen, 1 -Track Frame:Iliad • # Dwg # Description (Screen) 59 1135 #10-32 X .875 PH Fl. MS 80 653 Jamb Keeper 62 1236 Weatherstrip .170 X .270 FS 63 888 Single Roller, SS 64 4341 X -Cam Latch 85 1692 Screen Spline 68 Screen Cloth, 18 X 16 Mesh 80 4317 Screen Frame Top Rao 81 4318 Screen Frame Bottom Rail 82 4319 Screen Frame Side Rall 85 4320 Screen Frame Interlock 88 4384 Screen Astragal Adapts& • • • • 90 4424 Screen, 1 -Track Frame, Sill 91 4426 Screen, 1 -Track Frame:Iliad • 92 4426 Screen, 1 -Track Frame�Jamb• • • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 9@70 P.QBgx16 NOiOMIA FL 34274 Pc �T Vb#b6i Beate. • ••• • • • • • •• • • • • •• • • • •• • • • • • • • • • •7tr 3,Sr' ••• • • • • • ��- . 6 • •ALUM.6GD SE k •-0Stdl� • abatieek 9009090 fade NTS ES 30 . a7 . 18 �909Q-LM•120 ib km D PRODUCT REVISED as complying with are Florida Building Acceptance eNNo 15-00 2 Ex mnion Date A. LYNN MILLER RE. P.E.O 68705 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 5.593 .125 Typ. Main Frame Head 13120 (49060) 1 1.725 .1_ 0 Operable Panel Adapter Head 13133 (49073) +- 3.121 .075 Typ. .075 Typ. 0 Panel Side Rail 13125 (49065) 2.257 .857 .075 Typ. 6.468 3.907 .125 Typ. Main Frame Sill 13121 (49061) 3.375 TO F..- 3.121 .075 .713 .060 - T 1.750 .L_ 5.312 .125 1 Main Frame Jamb 13122(49082) .075 Typ. 3.120 .075 Typ. 3.601 .075 Typ. 1.725 Fixed Panel Adapter Head 13135 (49075) 2.000 4.000 1 Threshold 8U Track 1 O9 Screw Cover 90 Panel Top Rail 11 Panel Bottom Rail 13134(49074) 13132 13139 13123(49063) 13124(49064) (49072) (49079) .075 Typ. Fixed Panel 0 Operable Panel Interlock Interlock 13126 (49066) 13127(49067) 4.645 --I .076 Typ. •• ••• • 15 Astriaal •; 13128 (4II868)• J.R 00/02118 aw0s UPDATE TO 2014 FBC, (5TH E0171018 80001ltma 00 0 Dar 000* J.R. 88/01/07 10707ECHNOLOOYOWE NOXOMB, FL 34270 P.O. BOX 1822 Nomfat FL 34274 Pc�T Vklbly Bauer • ••• .075 Typ. • • •a•• ••• • • a2 Tap Qat Panel • •• gjl9ater • ••• 13139 (449107) -►{ 1.850 • • • • ttRutiolvC ••• • • ••-• 111- •• MUM. SGD SERI i 0, LACS • • 6303050 6014 .75 3.375 ,076 Typ. H- 3.121 Fixed Panel Adapter Sill 13136(49076) ( ffira 1340,16a 8 er 18 3030 -LM -120 0 PRODUCT REVISED as complying with the Florida Building Coda Acceptance No • Ex JmUon Date \�\{it 1 111th„t \ (4YNN M/c rrrr . Ai * No. 5587055 CC .▪ �•• SAT 'F ••tl/w: rr/ss/O�N- �A E A. LY184 11=, P.E. P.E.O 58705 ••• • • • • • • • • • • 0 • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• .075 Typ. -"1� cul -830 17 Bottom Rail aPanet Adapter 13138(49078) 1.850 .851 .051 NOM. 1.824 1 ()Screen Frame Top Rail 4317 - ►{ 2.364 .652 .049 NOM. 0 Fixed Panel Clip 4356 t- .500 1 1.750 23 Reinforcement Aluminum (13145) .851 .051 NOM. .500 Interlock Add On ?9 Add On Handle 13129(49069) 13131 (49071) 3.684 2.904 1.624 0 Bottom Rail 4318 Aso I1.oa5 b -41.- .064 90 Screen, 1 Track Frame, Sill 4424 .051 1.525 82 Screen Frame Side Rall 4319 -•-�1.oa5+--- 1.319 I _ .064 Screen, 1 Track Frame, Head 4425 .330 125 25 SGD Anchor Plate 13150 .082 1.760 I-0- .126 1.231 �1 .075 1.431 Male Astragal 13130 (49070) � T .051 - 1.525 Ii ()Screen Frame Meeting Rail 4320 -ry+ .050 ...-11.045 F•+--• 1.319 ,� .064 Screen, 1 Track Frame, Jamb 4426 X2/15 UPDATE TO 2014 PLIC, (5711 EDITION) w•aeF Dew RmaaF BF J.R. Psw WaiNkew Dag 8.101/07 mwiroe@ 10707HN0401.00YORN2 NVXOMI& FL34276 P.O. BQX 1878 NOX0228, A 34274 Pc�T Vttfb1, Batter .041 NOM. .050 -11.093 r_ --C 1.00663 Screen Astragal Adapter {�--�{- 11.222 9116" Bead 13025 • 4384 •• • • • • •• ••• • • PRODUCT REVISED an complying with the Merida Building Coda Acceptance No IP -41w Er. ration Des:07%AL tr fa Uy J //.:.: J J.' r. Product • .. • • 1•,,��r1111ruttt 021 -STY 414 4.1, • • • • • 0 Z * ;' • 4.58705 •ti ••• • • �• • • ♦ • • • ••• • •-- • • • ••- EXTRUSIONS (CONT.; .: ALUM. SGD SE • • •& • • RIES 3890, (LM SM) 5003030 .75 Mat a 0 9 d 18 3030 -LM -120 • • • Raw 0 rs r -0 i. ♦STAEO .''• • `�' • PLOIt1os.., G`�: •it•rrri•``„ os 2. LYNN MILLER P.E. PEO 58705 ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • •, ••• • • • • • • • • • •• •• FACTORY -INSTALLED HARDWARE SJR OBead Wstp. 6TP247 1 38 Panel Assembly Screw 1/4-20 x 1.25° Socket Head, SS71420X114SHCFX 28 Reinfor ement Spring Clip 749 (7BRKTM25) X2/16 m4stow D 31 Wstp.187x.210FS 61059 Setting Block 71267N (1267) 32 Wstp .187x .200 QLON 0 Ging Leg Gasket 60200K (1213) 13115 0 Open Cell Foam Pad 7PAD1626 UPDATE TO 2014 IBC. (6TH EDITION) 0 Roller Assembly Side Mount Shown 8153 (78153N) WNdeS flaw r>®ofc J.R. 8101/07 aedld3y OWN 1070 TECHNOLOGY WIVE NORMA FL32275 P.O. BOX 6/29 I X0 O.1134274 Ek T Viably Better PARTS DETAIL PRODUCT REVISED as complying with the Vlodda Budd'mg Code Acceptance No17' O ration Dere •• ••• • • • • • t,tp•utL!,� • 1 •ti�Z ,Z, LYNN 1l/44� /,,, • 17•Q'• •• '•.*t 'k •' No. 58705 _ • ••• •• • �N' • UI' • 0 • ••• • • QAoP..\�� wVr MU' SM) • • •aw•e A. itiI R. P.E.P.E.088705 • • • •• • •• • • • • • • •• ••• •• • ALUM. SGD SERIES 8003090 1/4x awe( ,1h,gllld�•t `,os L 3 ` 1 10 18 3030 -LM -120 www 0 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• FIELD -INSTALLED HARDWARE �3 0 Fixed Panel Gasket GG38500 (13144) 1/2" SS Gemini Lock 443Keeper 24 8 78185X (4439) Frame Assembly Screw #10 X 1.25" Ph, PH, SS 13021 IJ 2�8 Thumb Tum 4437 (type optional) I 1� Handle Set (13143) DL915A (Bronze) DL915DU (Satin) Mortise Latch/Roller Screw 41 Interlock Screw #10-32 x 1" Ph, FH, #10 x 3/4" Ph, PH, SS Self -Tap 71032X1FPFX SD 710X34PPSDAX 0 Double Handle Nut 1137816 (13140) O4 Hole Bumper Stop 4385 (71164W, K, S) 49 Bumper StopScrew # 8 x 3/8" Tek 78X38PPTX Ro,R. MCR 06/02116 RafsbaF UPDATE TO 2014 PBC, (6TH EDITION) Rowley Data Rowlat RondOn Pew IkomOr J.R. 8/01107 43442,48$ Oft 1070 TECHNOLOGY DRIVE NO(OMIS, FL 34273 P.O. tap( 1528 MOWN* 8.34274 113GT Vu7bTy Bxt Keeper Screw #10x3/4" Ph, PH, SS 710X115PPX 1.5X 1.0X.75 Dust Plug 71695K •• ••• • • • • X 1.1 N T4j(� •i� • • • •• ••• 40 Tinnerman Nut 7103239 Cap Plug 47 48052 (8052) PRODUCT REVISED as complying with the Florida Building Code Acceptance No ton Date a1 y By .�..., .:Z • TradoProduct' ,.�.� • • 1111,114tlIrlr4 • ••• t • • PARTS DETAIL (CONT.) • ALUM. SGD SE • • • 60133090 NTS • • • ,+ •;0:6;056 ��.�w� t . FL0111Ufi &\ • •/r•t111i�11` tr. A. LYNN MILLER. P.E. 0 P.E.058T05 RIES 3088, 11;ast06 M MVSM) 11 " 18 030 -LM -120 • • • ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • •• • • • • • ••• • • • • • • • • • •• •• PANEL TYPES PANEL LETTER (ALL INTERIOR v(-, PANEL TYPES)— EXTERIOR Xl L EXTERIOR INTERLOCK JAMB STILE OR JAMB STILE INTERIOR 7 i INTERLOCK XARNXELIORrri ASTRAGAL -7: INTERRLOCK [ ` OL INTERIOR INTERLOCK STILE f l OAR sAME ASTRAGAL 711 v A L �fj EXTERIOR INTERLOCK ASTRAGAL XR JAMB STILE EXTERIOR INTERLOCK OALJAMBIFI LV/ L ASTRAGAL 1----c STILE MAIN FRAME (TYP. HEAD & SILL) INTERIOR PANEL (TYP. HEAD & SILL) INTERtoR rse 0W02/18 UPDATE TO 2014 FSC, {BTM EDITfON) taWE•Rmdar OAK par 1Vi.Sl oam 1070 TECHNOLOGYfOVE NOXOli09, PLUMS P.O. BOX 1820 80K08 9 FL.44274 P�^T VtsIbly Better EXTERIOR .4r 0 EXTERIOR • • •• ••• • • • • PRODUCT REVISED as cmp4y0g with the Florida Building Coda Acceptance No 1 - Oro 2.0{0 tntiun Date • • 4.•• o,ENSF • .• p • • • • :.'•�•s• •• it •• ••• •• • ::a1(' x•58705 • ••• • PANEL TYPES & CORAF.l1ASSEM$Li•; ns • •• • • ALUM. SGD SESM) SERIES Salraliafet 80DS090 NTS 31t3D, (LM+& • 12 d 18 I�3030-LM-120 • • 0 1f • !tl • ST.71 OF�!/,� A. LYNN MILLER P.8. P8058705 ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • f • •• • • • • • ••• • • • • • • • • • •• •• 1" MIN. E.D. TYP. HEAD 2 518" MIN. • #14 WOOD SCREW, CONCRETE ANCHOR 1 3/4° MIN. (SEE NOTE 10, (SEE NOTE 10, SHEET 1) HEAD E.D. TYP. SHEET 1) L 1/4" I MAX. SHIM CONCRETE, 3500 PSI MIN. 1 3/8" MIN. EMBEDMENT 1/4" MAX. WOOD ANCHOR TYP., SEE NOTE 2 DETAIL A 2X WOOD BUCK OR DIRECTLY INTO WOOD FRAMING, SEE NOTE 1 #14 WOOD SCREW, (SEE NOTE 10, SHEET 1) 1/4" MAX SHIM • 4 \ • ' • 1., 4 • .+ • ° a • 4 3 MIN. 1-3/4" EMBED. 1.5° 2.626" INTERIOR (ALL VERTICAL SECTIONS) EXTERIOR NON-METALLIC, NON - SHRINK GROUT, 3.5 KSI MIN., SEE NOTES ON SHEET 14 OF 18 1 3/8° MIN. 1" MIN. E.D. TYP. SILL CONCRETE, 3500 PSI MIN. DETAIL A CONCRETE OR CONCRETE BLOCK SUBSTRATE WITH OPTIONAL 1X WOOD BUCK, SEE NOTE 1 CONCRETE ANCHOR (SEE NOTE 10, SHEET 1) 1/4" MAX w m irLIMIN 111111111r _• a • 4. FRAME SILL N PLAN VIEW, 1/2X (HEAD SIMILAR) NON-METALLIC, NON - SHRINK GROUT, 3.5 KSI MIN., SEE NOTES ON SHEET 14 OF 18 • ' SILL 1-3/4" MIN. di. GE DISTANCE (I .8•EXT.) • • .. •.• MIN. 1-314" INTO • • CONCRETE .4th• . � 2H6 Retiskar D D UPDATE TO 2014 FBC, (6TH EDr770N) eswe6p a Ind ep ,R. betw x/67 Rafter tltl,dep 40701EINN LOOYDItME NOKOMIS, FL 34876 P.O.BQX1623 NOKONIS, FL 34274 PIG" %4slbly !Tetter . ... .. ANCHORAGE DETAILS ALUM. SGD SERIES 38!30, • sBas03O .5 PRODUCT REVISED as complying with the Floras! Building Code Acceptance No • tion Date • • • , ,tiiitrrlt/,• • , •y •0••iE£Nsf'••F'Q e•<' \-• r : 0;3.58705 • • •• • ••• • • • • S at1:1 SM) • •. 3030 -LA -120 I D got Roe 3 a 18 1 : •i'+ylni ntw A. LYNN MILLER P.E. P.E.668705 • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 3/8" MIN. 1/4" MAX. SHIM —"- fl Alitt 1/4" MAX. SHIM r" -- INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR JAM B #14 WOOD SCREW, —(SEE NOTE 10, SHEET 1) DETAIL B 1" MIN. EDGE DISTANCE 1-3/4" MINIMUM INTO CONCRETE 1-1/4" MINIMUM INTO CMU 4 DETAIL B • •' CMU, 1500 PSI MIN. OR CONCRETE, 3600 PSI MIN. ° • CONCRETE ANCHOR, (SEE NOTE 10, SHEET 1) •° 1 3/4" MIN. . E. D., TYP. 2X WOOD BUCK OR DIRECTLY INTO CONCRETE OR CONCRETE BLOCK SUBSTRATE WOOD FRAMING, SEE NOTE 1 WITH OPTIONAL IX WOOD BUCK, SEE NOTE 1 6' 5.5" 2.625" r•••.— FRAME-- FRAME JAMB IN PLAN VIEW, 1/2X NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TYPE ON FOLLOWING SHEETS. 2. FOR WOOD APPLICATIONS USE #14 WOOD SCREWS. 1/4" ELCO CRETE -FLEX ANCHORS MAY BE USED INSTEAD OF #14 SCREWS. 3. WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1 1/2' THICK. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 1(2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2X WOOD BUCKS. SHIMS MAY NOT BE USED. THE ANCHOR SHALL BE A #14 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET. THE RESPECTIVE DESIGN PRESSURES. ANCHORAGE SPACING AND QUANTITIES FOR A #14 WOOD SCREW MAY BE USED. •• ••• • • • •• 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROU!', 3500 PSI4AINI, pow Blf O4IE�itS)• MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD 1154SUBS'f TEIf �UGST 4AA E !S! • WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY Nd apispicgloOlegtout • MAXIMUM THICKNESS TO BE .25". • • • • • • • • • • • • Readey J.R. Reny: Lyda 05 wD Rektor Raweee UPDATE TO 2014 PBC, (SiH EDITION) J.R. x/07 Oahe 1070 TECHNOLOGY DRIVE NOKOMM, FL 34275 P.O. BQX 1843 NOICOMI4 FL 31274 PiGTI Visibly Better PRODUCT REVISED as complying with the Florida Boilding Code Acceptance No 1 unlit= Dute ONs{ LYNN IEj// 4•\•\ ;Cer1si• •.F�' •t %• No. 58705 IY • • 11 �`' e.""ra.,, ••• ••• • ••• •••• •••%��'•,• STAE :'�.; ANCHOR) D{TA1{S N j • . •.. •mar ' •,��CS •,F• CORtO?•'�(y;� ALUM. S€©SE4&S 3030, (ti • • •• `S/O�N�A4 M �uM) • • • •• A. LYNN MIULER, P.E. P.ES88705 eerra•e ease m,• 842123030 I .5 I 14 d 18 3030.LM-120 D ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• •• EXAMPLE 1: FOR A REQUIRED DESIGN PRESSURE OF 112.3 PSF, DOOR SIZE OF 120" X 108", INSTALLED INTO CONCRETE, AND USING AN ANCHOR PLATE TO MINIMIZE ANCHORAGE QUANTITIES: 1. FOR THE DESIGN PRESSURE OF 112.3 PSF, CHOOSE THE CHART - SHEET 18. 2. FOR A DOOR SIZE OF 120° X 108', CHOOSE THE PANEL SIZE OF 80" X 108'. 3.THE DOOR IS TO BE INSTALLED IN CONCRETE WITH THE ANCHOR PLATE, USE THE ANCHOR QUANTITY AS LISTED. 106+6 14 14 ANCHORS (7 ROWS OF 2) NOTES: 1. ANCHOR TYPES: 1.1/4" ELCO ULTRACON INTO CONCRETE/CMU 2. 1/4" ELCO CRETE -FLEX INTO CONCRETE/CMU 3. #14 WOOD SCREW OR 1/4' ELCO CRETE -FLEX, INTO WOOD 2. FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS OF 1.5 MIN. KSI AND CONCRETE OF MIN. 3.5 KSI. 2ANCHORS (1 ROW OF 2 8 ANCHORS (3 ROWS OF 2) 8ANCHORS (3 ROWS OF 2) 6ANCHORS (3 ROWS OF 2) 2 ANCHORS (1 ROW OF 2) 3. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL DP: HEAD/SILL: 6" MAX. FROM TOP CORNERS 18" MAX. ANCHOR TO ANCHOR 6' MAX. TO THE LEFT AND RIGHT OF ASTRAGAL JAMBS: 8" MAX. FROM TOP/BOTTOM CORNERS 18" MAX. ANCHOR TO ANCHOR I I I 1 r 1 O G=1/ X -- 6" MAX 16.00° 108 00° EVENLY SPACED, MAX. OF 18" AT LEAST 3" BETWEEN ANCHORS NO MORE THAN 6" TO FIRST ANCHOR ....- f, 10.875=.-- 10.875=► 120.00" 3. 3" L_ 6" MAX. EVENLY SPACED, MAX. OF 16' PRODUCT REVISED as complying with the Florida Building Code Acceptance No (8'P• '2 L96 imtmn Date V" Mt WW1 13y 4 NOTES: :•• ••• ••• • • • •• \`\`.d•V't YNNt,�/Cz�,,/' 1. HEADER ANCI;QRLO IC�IS:LSZIA�'Pl�l� • ��: ��NSF'•.,•. SILL. LEFT JAMBt.00MI10I S APPLY TO PIGMY • • • • ` Q JAMB. * ' No. 50705 _ lc •tt.Ur gIS 6; ra•. J. . 0802/18 aeaee,< ea+ne? J.R. 8/0157 Itriskes D Mnebo. Rofebre Ori* UPDATE TO2014 PBC, (STH EDITION) DON MISIECKNOL0GYDRIVE NOKOdIS F1.34278 P.O. 1626 , FL 34274 vc,T Visibly Beth • ••• • • Orate. • • • • • • • • • ANCHOFI4 E (CIpN%) • • • • • • ALUM. SOD. SE : • • • STT OF • I[/ S/ONnGL��• ariablot 80133030 NTS F31&S 3030, 1a1�?•SM) .. ears r`aa° 15 a 18 3030 -LM -120 0 A. LYNN MW.ER P.E. P.E.# 58706 ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 41 II-ENE/08 SILL FOR Anchor Quantity Required for Design +120"0 -120.0 THEJASU Ours OF THECLUSTER T� �`D& Pressure of: NOM. PANEL HEIGHT (IN) 80 84 98 108 120 NOM. PANEL WIDTH (IN) FRAME SIDE e- E. F 1 N & H .g CO & t'-' t a & 1-- a` N & Fa t a` CO & 1T g & F g a N & H i CO & 1'-_ t a L. F' t N & F- t d 0, & H g a , & g. t .1 N & ~ t 4 CO & ~ t Head & sill C2+2 C2+2 02+2 C2+2 C2+2 04+2 C4+2 C2+2 C4+2 24 Jamb 10 10 10 90 10 10 12 12 12 NOT AVAILABLE Head & Sill C4+4 C2+4 C4+4 C4+4 C4+4 C4+4 C4+4 C4+4 C4+4 C4+4 C4+4 C4+4 IN THESE SIZES 30 Jamb 10 10 10 10 10 10 12 12 12 14 14 14 Head & S10 C4+4 C4+4 C4+4 C4+4 C4+4 i C4+4 C4+4 C4+4 04+4 C4+4 C4+4 C4+4 C8+4 C4+4 C6+4 36 Jamb 10 10 10 10 10 10 12 12 • 12 14 14 14 14 14 14 Head & 8111 C4+4 C4+4 C4+4 C4+4 C4+4 t C4+4 C4+4 C4+4 C4+4 06+4 C4+4 C6+4 06+4 C8+4 C8+4 42 Jamb 10 10 10 10 10 10 12 12 12 14 14 14 14 14 94 Head & SIB C4+6 C4+6 04+6 C4+6 C4+6 t C4+6 C4+6 C4+6 C6+6 C6+6 04+6 C6+6 C6+6 C8+6 06+6 48 Jamb 10 10 10 10 10 10 12 12 12 14 14 14 14 14 14 Head & S111 04+8 C4+8 C4+6 C4+6 04+6 C4+6 C6+8 C4+6 C8+8 C8+6 C8+6 C6+8 54 Jamb 10 10 10 10 10 10 12 12 12 14 14 14 NOT AVAILABLE Head & SIO C4+8 • C4+8 C4+8 r C4+6 C4+6 C4+6 C6+6 04+6 C6+6 C6+6 06+6 C6+6 IN THESE SIZES 80 Jamb 10 10 10 10 10 10 12 12 12 14 14 14 TABLE KEY TOTAL # OF ANCHORS TOTAL # OF ANCHORS THROUGH THE HEAD AT THE PANEL CENTER & SILL, TO THE LEFT THROUGH THE HEAD & AND RIGHT OF PANEL SILL {NOT INC. CORNER MEETING POINT ANCHORAGE) IC8+10I 18 \ TOTAL# OF ANCHORS THROUGH THE FULL LENGTH OF THE JAMB (INC. CORNER ANCHORAGE) ANCHOR TYPES: 1.1/4` ELCO ULTRACON INTO CONCRETE/CMU 2. 1/4" ELCO CRETE -FLEX INTO CONCRETE/CMU 3. #14 WOOD SCREW OR 1/4" ELCO CRETE -FLEX, INTO WOOD INSTRUCTIONS ON USING THE ANCHORAGE TABLES: 1. DETERMINE THE DESIGN PRESSURE REQUIRED AND CHOOSE THE APPROPRIATE CHART. 2. USING THE NOMINAL PANEL SIZE, AND Till PREi)ETfiRMINED • • • ANCHORAGE TYPE, FIND THE REQUIRE*NCHORAIEQ�F�Ifl�Y.� • • • 3. INSTALL WITH THE ANCHOR CONDITIONS OF THE•idOiES:AN4 D�CTA;L.%i OFSHEETS I3&14OF18. •• ••• •• • • • Jaosx 08/0116 DOK Reis400 wan* X1/07 ,eaf0aa RrAileas Woken ae„mtet UPDATE TO 2014 FBC (6TH ®I77ON) nez 1070 7E011410LOGY DRIVE NOMA FL 8!276 P.O.8QX 1628 NOKOMIS, R.812T4 PcT Vwbh Batter • ••• • • PRODUCT REVISED re complying wtth lbc Partin Building eN 15-0612An° Acceptance No E . ratan Date s?�/!1i* LV'01$ By J/.i , Miem •• ``tt\ttYNNtt��1,i ��.• '��c> NSE ' .F� ;c : No. 58705 • •I"� A LYNN MU t FR, P.E. P.E.# 68705 • • • •• 01 • • • • . • • • ANCH017QCIANVT1ES an no Q1'. • ALUM. SED SERIES 3030, kill SW) • • • • • woo..e,emuroe Dort Mwoo..Nc A seam NTS 18 d 18 3030 -LM -120 ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• •• DIU:REI FOR Anchor Quantity Required for Design +105.0 -105.0 "-E « : �THCCLl�T92At MEI -I O& SLL Pressure of NOM. PANEL HEIGHT (IN) 80 84 98 108 120 NOM. PANEL WIDTH (IN)' FRAME SIDE Anchor Type 1 I N $ IT z Anchor Type 3 Anchor Type 1 Anchor Type 2 Anchor Type 3 Anchor Type 1 Anchor Type 2 Anchor Type 3 Anchor Type 1 Anchor Type 2 Anchor Type 3 Anchor Type 1 Anchor Type 2 Anchor Type 3 24 Head & Sill C2+2 C2+2 C2+2 C2+2 C2+2 C4+2 C4+2 C2+2 04+2 Jamb 10 10 10 10 10 10 12 12 12 r NOT AVAILABLE 30 Head & SIII C4+4 C2+4 04+4 C4+4 C4+4 I C4+4 04+4 C4+4 C4+4 C4+4 C4+4 C4+4 IN MESE SIZES Jamb 10 10 10 10 10 10 12 1 12 12 14 14 14 38 Head & NI C4+4 C4+4 C4+4 C4+4 04+4 C4+4 G4+4 C4+4 04+4 C4+4 C4+4 C4+4 08+4 C4+4 C8+4 Jamb 10 10 10 10 10 10 12 12 ` 12 1 14 14 14 14 14 14 — 42 Head & SIII 1 C4+4 04+4 C4+4 ■ 04+4 C4+4 1 C4+4 C4+4 C4+4 C4+4 C8+4 C4+4 C6+4 08+4 06+4 C6+4 Jamb 10 10 10 10 10 10 12 12 12 14 14 14 ■ 14 • 14 14 48 Head & S81 C4+6 04+6 t C4+6 04+6 C4+6 04+6 04+8 04+6 08+6 06+6 C4+6 06+6 06+6 C6+6 C6+6 Jamb 10 10 10 10 10 10 12 12 m 12 14 14 14 14 14 14 54 Head & SIB C4+6 1 C4+6 04+6 04+6 04+6 • C4+6 C8+8 C4+6 C6+8 C8+6 C6+6 C6+6 Jamb 10 10 10 10 10 10 12 12 12 14 14 14 NOT AVAILABLE I 60 Head & SIII 04+8 1 C4+6 • 04+6 1r 04+6 04+8 I C4+6 C6+8 C4+8 C8+6 C8+8 08+6 C6+6 IN THESE SIZES Jamb 10 10 10 10 10 10 12 12 12 14 14 14 TABLE KEY TOTAL # OF ANCHORS TOTAL # OF ANCHORS THROUGH THE HEAD AT THE PANEL CENTER & SILL, TO THE LEFT THROUGH THE HEAD & AND RIGHT OF PANEL SILL (NOT INC. CORNER MEETING POINT ANCHORAGE) C8+102 18 TOTAL # OF ANCHORS THROUGH THE FULL LENGTH OF THE JAMB (INC. CORNER ANCHORAGE) ANCHOR TYPES: 1.114" ELCO ULTRACON INTO CONCRETE/CMU 2. 1/4" ELCO CRETE -FLEX INTO CONCRETE/CMU 3. #14 WOOD SCREW OR 1/4" ELCO CRETE -FLEX, INTO WOOD INSTRUCTIONS ON USING THE ANCHORAGE TABLES: 1. DETERMINE THE DESIGN PRESSURE REQUIRED AND CHOOSE THE APPROPRIATE CHART. 2. USING THE NOMINAL PANEL SIZE, AND TNS PRE#T6RMWED • • • ANCHORAGE TYPE, FIND THE REQUIRED•#4NCHORAAE NTI Y. • • • 3. INSTALL WITH THE ANCHOR CONDITIONS OF THSNONESi•4NS DCTA�� • OFSHttiS13&14OF18. •• ••• •• • • • 08f02t1S 1 UPDATE TO 2014 FBC, (8TH EDMON) Rawer ane *Ram Oce ormer J.R. bVl1/07 ane romTE0101OLOGYORIE NOK01IS rime P.O.90X 1829 NOXOWS. PL9m1 Visibly Bettor • ••• • PRODUCT REVISED as complying with to Florida Building Code l5- -12.0 6 Acceptance No O G •.:tion Date ',7�C_ Dy,/l<i... T,. Product Control, •• to 111 14r/, • `' I LYNN l4/, 1 • • • • 58705 %%I.( IY - • • • • • • • • ANCHOR'Qe,ANr1TI $ Pen ?Q5 4P. • _ _• rte •• ALUM. S�• SERES 3030, • & SM) • •: 1101230:10 NTS 17 d 18 3030•LM•120 • • ta�131'•. siAT . OF •' • ",' /ONNat-F" A /LYNN M LER P.E. P.E.868105 Rat D ••• • • • • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• • • • • • • • • • Anchor Quantity Required for Design +80.0 _50.0 FOR TIE JA � E OF THEa THE ICAO & SILL USTER Pressure of: NOM. PANEL HEIGHT ON) 80 84 98 108 120 NOM. PANEL WIDTH (IN) FRAME SIDE $ F 2 Q Anchor Type 2 Anchor Type 3 Anchor Type 1 Anchor Type 2 Anchor Type 3 Anchor Type 1 N it' k E Anchor Type 3 Anchor Type 1 Anchor Type 2 Anchor Type 3 Anchor Type 1 Anchor Type 2 Anchor Type 3 24 Head & SUI C2+2 C2+2 C2+2 C2+2 C2+2 C4+2 04+2 C2+2 C4+2 Jamb 10 10 10 10 10 10 12 12 12 NOT AVAUABLE 30 Head & SIII C4+4 C2+4 C4+4 C4+4 C4+4 C4+4 C4+4 04+4 C4+4 C4+4 C4+4 C4+4 IN THESE SIZES Jamb 10 10 10 10 10 10 12 12 12 14 14 14 36 Head & SIII C4+4 C4+4 C4+4 C4+4 C4+4 C4+4 C4+4 04+4 C4+4 C4+4 C4+4 C4+4 C8+4 C4+4 C6+4 Jamb 10 10 10 10 10 10 12 12 r 12 14 14 14 14 14 14 42 Head & SIII C4+4 C4+4 C4+4 C4+4 04+4 C4+4 C4+4 C4+4 C4+4 C8+4 C4+4 06+4 08+4 06+4 C8+4 Jamb 10 10 10 10 10 10 12 12 12 14 14 14 14 14 14 48 Head & SUI C4+6 C4+6 C4+6 C4+8 04+8 C4+6 C4+8 04+6 08+6 08+8 04+6 C8+8 C8+6 08+6 06+8 Jamb 10 10 10 10 10 10 12 12 12 14 14 14 14 14 14 54 Head & SIII 04+6 t C4+8 C4+8 04+8 C4+8 C4+8 08+6 C4+6 06+6 C8+8 06+8 C8+6 Jamb 10 10 10 10 10 10 12 12 12 14 14 14 NOT AVAILABLE 80 Head & SIII 04+6 04+8 C4+6 04+8 C4+6 C4+8 C8+8 C4+6 C8+8 08+6 C8+6 C6+6 IN THESE SIZES Jamb 10 10 10 10 10 10 12 12 12 14 14 14 TABLE KEY TOTAL # OF ANCHORS TOTAL # OF ANCHORS THROUGH THE HEAD AT THE PANEL CENTER & SILL, TO THE LEFTTHROUGH THE HEAD & AND RIGHT OF PANEL \ / SILL (NOT INC. CORNER MEETING POINT ANCHORAGE) C8+10 18 \ TOTAL # OF ANCHORS \ THROUGH THE FULL LENGTH OF THE JAMB (INC. CORNER ANCHORAGE) ANCHOR TYPES: 1.1/4" ELCO ULTRACON INTO CONCRETE/CMU 2. 114° ELCO CRETE -FLEX INTO CONCRETE/CMU 3. #14 WOOD SCREW OR 1/4° ELCO CRETE -FLEX, INTO WOOD INSTRUCTIONS ON USING THE ANCHORAGE TABLES: 1. DETERMINE THE DESIGN PRESSURE REQUIRED AND CHOOSE THE APPROPRIATE CHART. 2. USING THE NOMINAL PANEL SIZE, AND ItiVIPREMITEPIMINED • • • ANCHORAGE TYPE, FIND THE REQUIRED iNCHORACt Gii1411:TTI1r. • •• • • • • ••• 3. INSTALL WITH THE ANCHOR CONDITION SOF THE •R•OTES ROTES • �B1'AI#IS • OF SHEETS 13 & 14 OF 18. Raeder J.R. X2116 om lbofdroxawing0 D UPDATE TO 2014 PBC, (6171 EDITION) Date Deft 8A01,37 Rabb= tNeotydet Date 1070 TECHNOLOGY A'CAR. 61276 P.g, 1687 FL 54274 P4G1- • ••• • • PRODUCT REVISED ISOD�� as emptying tho ABui' Noding Code 17-k1 0Co 'ration Date •• • it u t „I,,, • •• : Q4;` .�r No. 58705 PW• tr 5: A. LIMN MICE'., Pi. P.E.# 58705 • • • • • • ANCHORtITANME$ F '0:31: - • • - i ALUM. SGD SERIES 3030, M) • • • • • Nat 18 a 18 3030 -LM -120 I D VWbI t Ba BOOsaso NTS ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.gov/economy • • .▪ . .•• • • •••• • • • . . • • This NOA is being issued under the applicable rules and regulations governing.fhe• two of OMttyction • materials. The documentation submitted has been reviewed and accepted by Miami ttade Count/ ZtER - Product Control Section to be used in Miami Dade County and other areas where g,1eyved by tin Auttority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Mimi—Dade County 'roduct Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dada Colit1tj')'ftserve. the right to have this product or material tested for quality assurance purposes. If this product •or•tau tenial. fails to perform in the accepted manner, the manufacturer will incur the expense of such testing £md 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 "PW -701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -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, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety.. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 13-0502.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 15-0528.26 Expiration Date: February 19, 2019 Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. .• 2. Drawing No. MD -720-820.1, titled "Fixed Window Installationaiidelines., sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 09121615, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • • •... . • •... ••.. B. TESTS •... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • . .... 2) Uniform. Static Air Pressure Test, Loading prt•P•Bc, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-14 • 4) Large Missile Impact Test per FBC, TAS 261,.4' •.. • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •.. • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 13-0502.03) 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 along with marked—up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E-1 . • . . • . • . . • . . • Manue[Perez Product Control Exa fer NOA No. 15-0528.26 Expiration Date: February 19, 2019 Approval Date: July 09 2015 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amerjca, Inc. &qr. "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, dxpfriflg on 12/11/16.• • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America:Inc. for tbdir: • "Kuraray SentryGlas® (Clear and White) Glass InterIayerr.d.At.dd.06/25/1.5, • • expiring on 07/04/18. •� • • •, . .... • *•• • 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket. cQ plying wwtjt e . following: •• •• •••• a) ASTM C864 Specification for Dense Elastomeric Compresstdil al Gaskets, . • Setting Blocks, and Spacers with Option II exceptions. • b) ASTM D412 Standard Test Methods for Vulcanized Rubber.oc ;Thermpplistic : • Elastomers—Tension of 1600 PSI. • . . c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulc ni7ed Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`h Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 13-0502.03, issued to PGT Industries for their Series "PW - 701/720/820" Aluminum Fixed Window – L.M.I." approved on 07/18/13 and expiring on 02/19/19. Manucl Pei Product Control ami er NOA No. 1 1 :.26 Expiration Date: February 19, 2019 Approval Date: July 09 2015 E-2 DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2-5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE GENERAL NOTES: SERIES 7201820 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. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KM PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1.1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2• THICK OR GREATER. IX 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 (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) MAX. 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. W000 BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 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 714E FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850 & 7212; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: ANSVAFBPA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. A 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. A SHEET 8 12' MAX O.C. 48' TIP -TO -TIP WIDTH -.-- 47 BUCK WIDTH --► UGHTWIDT VISIBLE LIGHT WIDTH ►B,S HEETBH I; I I 1 f - 8' MAX. A SHEETS J 95' BUCK HEIGHT 92-1/4' VISIBLE LIGHT HEIGHT C SHEET7 -.- 48' BUCK WIDTH -.-- _ 45-1/4' VISIBLE LIGHT WIDTH D. SHEET -4.-- 8' MAX. C SHEET 1r MAX. O.C. 98' T TIP TO TIP HEIGHT I I SHEET 6 �- 12MAX 0.C. TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES ........ 1 ELEVATIONS. 1 GLAZING DETAILS....._.....__..... 2-5 DESIGN PRESSURES 2-5 INSTALLATION. FLANGE.._... 8 INSTALLATION, EQUAL -LEO 7 INSTALLATION, INT. FIN A...._8 INSTALLATION. INT. FIN 9 CORNER ASSEMBLY 10 EXTRUSION PROFILES ..... _..___10 PARTS LIST .................-...._...,__ 10 MAX 1 D-- SHEET 7 1 88° BUCK HEIGHT 93- /4' VISIBLE LIGI-IT HEIGHT + 48' BUCK WIDTH -�• 45-1/4' VISIBLE UGHT WIDTH F.SHEET 8 H SHEET 9 I-4- 2' MAX. E. SHEET 8 O, SHEET 9 I-.-• 12' MAX O.C. 2, TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT) E, SHEET 8 0,-HEET9 5' MAX O.C. F, SHEET 8 H, SHEET 9 93-1/4' VISIBLE UGHT HEIGHT 98' BUCK HEIGHT 5' MAX. O.C. TYP. FIN FRAME ELEVATION (TESTED UNIT) SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6' MAX. FROM CORNERS AND 1r O.C. MAX FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. WIDTH WIDTH -"-I-WIDTH —. 1 ice' WIDTH u'11i O .I%• .. OeaortFBon Sheat 0 1 7/18° Lead (3/1r An - .090' PVB - 3/18' HS) 2 2 7/18' Laml (3/18' HS -.097 PVB - 316' HS) 2 3 1-1118'Land. IG(3118`T-7/18'Atr-3/16'An•.090'PVB• 3/18' HS) 3 4 1.1/18'LEIRi.K3(3/18'T.7/18'Air-3716'HS-.090'PVB -3!18'HS) 3 8 7/18'Lnadrow An-.090'80-3/16'An) 4 8 7/18'Lam((3118•HS-.090'80-3/18' HS) 4 7 1.1/18' Lot FG(3118'T-7/18'Alt -3118'An•.090' SO - 3718' An) 8 8 1.1/18'LemL1013/18'T-Mr Alt -3/18"HS-.0W'SG-3N8`HS) 5 'SG' ='KURARAY SENTRYOLAS•INTERLAYER' BY KURARAY AMERICA. INC. 'PVB` .."KURARAY BUTACITE"'PVB INTERLAYER' BY KURARAY AMERICA. INC. (_WIDTH --=i .1 PRODUCT REVISED as complying with Ore Florida Building Cole Ac talion Date ceplaaee No 15-0 11 t a" " =re t'rodua • 5TH EDITION FB UPDATE DATE: 07/02/15 n k r a N zI�] 5{,UV_ XN F m 0 o o0 .-z az O tP M elaU 0 8 uxaq a csi d ,MQ 0 0 Mon as eau •2$43(1 0011405 `\*, 1LYWI/ • LtCENSF'•.�'< No. 58705 1 •' C(`S'••F<0FIID?'..•'4' -11/11/1110 A. LYPNN.EA8870MILLE5R P.E. ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • J LONG SIDE 1 ,AOL= C: Window Design P+essure (+1-, pet) for Glass Type 1 Long Side (in 67.7/8 87-718 72 78 80 84 88 92 96 190 104 109-112 81 S N 30 040 +1.80 +180 +1.80 +180 +140 +1.80 +1.80 +/80 44.80 +780 32 +1.80 +140 0-80 .1-60 *180 +140 +1.80 44.80 4440 4180 +140 34 +1-60 +180 +180 +180 +480 +680 +140 +/40 +1-80 +/19.8 +1.79.4 38 +180 +140 +1.80 44.80 4440 *140 +1-79.1 44.77.2 *175.1 +1-73.4 +1.72.2 38 4/40 +780 44.80 +140 +1-80 M-78.1 44-75.2 +1-725 +1.70.3 .188.5 +186.3 40 +1.80 +140 +140 +1.79.8 +1-77.2 +1-74.3 +/-71.3 +147.9 +145.1 +143.4 +/41.6 42 +180 +4.80 +180 +1.77.4 +1.74.3 .1.71.3 +188.2 0847 .781.8 +149.8 +/-58.2 44 +480 +1-80 +1-76.9 +7.75.4 472.1 +4889 +145.6 +/.622 +159.7 45/.5 44.83.9 48 +180 040 +177.2 +1.73.6 44-70.1 +788.6 +143.5 .140.3 +157.7 +1.68.1 .785.1 48 +140 +4.79.3 +/.75.6 +/-71.9 +148.3 4444.9 4441.5 44582 +/-72.3 049.5 0.858 50 +140 +/-77.5 +1.74.1 44.70.3 +4.88.7 .7.631 4449.7 +/-75.3 44-71.3 047.5 52 +/-791 +1-75.6 +1-724 +188.8 +785.1 +/41.5 0.77.7 0.73.5 0.69.5 64 +1.77.4 +7-73.8 +4-70.5 +/-87.3 +143.5 +1.79.8 +1.78 *1-71.8 56 +1.75.8 +1.72 +448.8 +/435.3 +780 0-77.5 +7.73.8 58 +1.742 +4.70.3 +188.8 4110 0.79.4 0.75.4 80 +1.727 +1.88.7 +4.65 «710 0.77.6 0.73.5 62 44.71.2 +147.1 62 +/80 0.75.6 84 .189.7 +745.5 84 +/-788 0.74 66 +1883 88 +1-77.2 87.7/8 +147 67.778 +/-74.9 7118' LAMINATED Imo. GLASS STACK I .090' PVB INTERLAYER 3116' HEAT STRENGTHENED GLASS 3116' ANNEALED GLASS USED AT CURVED FRAME MEMBERS 11-7/8* O.C. MAX. ��,i,ll GLASS BITE SHORT EXTERIOR SIDE m ® i GLASS TYPE 1 NOTES: BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT "FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ,ADL= 0; Window Design Pressure (+f•, pef) for Glass Type 3 Lang Side 0n) 67.7/8 72 76 80 84 88 92 98 180 104 109.112 _ 0. -0 81 30 +140 +1-80 +/10 +180 480 +140 +/19 +740 +440 .180 44.80 32 040 +410 +1.80 4480 .780 +7-80 .7-83 44.130 +140 +110 +1-80 34 4440 +740 +140 .7.4.0 +140 +740 .7-80 44.80 *740 44.80 +/.60 36 0.80 +180 +7-80 +4-80 +140 0.80 «788 +/-80 +740 +7.50 +1-80 38 +1-80 0.80 +7.80 0-80 +140 +1.80 +110 +/80 0-79.4 +1.76.4 474.3 40 +1-80 010 +/80 +1.80 +180 +/40 +740 +746.7 +/-73.5 0-70.9 +788 42 +480 010 +7-80 010 +/40 44.80 +1.77 +7.73.1 089.8 088.9 +188.2 44 .1.40 +710 +4.90 +/.80 080 +/-77.8 44-74.1 +/-70.3 +147.5 44.83.9 48 +1.80 +1-80 0-80 040 +1.79.2 +1-754 +1-71.7 +1.68.1 .785.1 46 +710 +110 _ 010 +1-80 +1-77.2 +/-72.3 049.5 0.858 50 010 +740 41.10 +1-79.4 +/-75.3 44-71.3 047.5 52 0.80 +719 0.0 0.77.7 0.73.5 0.69.5 54 0.80 040 +1.79.8 +1.78 *1-71.8 58 «/40 +780 0-77.5 +7.73.8 58 4110 0.79.4 0.75.4 80 «710 0.77.6 0.73.5 62 +/80 0.75.6 84 +/-788 0.74 88 +1-77.2 67.778 +/-74.9 1-1118' NOM. GLASS STACK 3/18" TEMPERED GLASS 7716' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 11-7/8" 0.C. MAX. !VOTES: BUCK DIMENSIONS NOTENSINS SHOWN. FOR ROUND FFLANGED N THE NEXT WINDOWS, _ WS, SUBTRACT O" FROM THE TIP -TO -TIP RT OR LONG DIMENSION. DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) B 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. EXTERIOR a T - SHORT SIDE �-- LONG SIDE -•-{ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7718' LAMINATED GLASS STACK 3/16' HEAT STRENGTHENED GLASS 3/16" ANNEALED CLASS OBD' PVB INTERLAYER 618' GLASS BITE 0 0 •� ••• • • GLASS TYPE • • • • • • •• ••• •• • ••• • • • • • • • • • • •• •• • SHORT SIDE • •--1 SIDET • • • • • •• • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • ••• • PRODUCT REVISED us complying with the Merida Building Code Acceplanca No) '• 7.8170. Dine NO CHANGE THIS SHEET DATE: 07/02/15 U x377 `1 N 0 aaa0 N800 Ae+ d 2 `0040 0 0 N 145 Iz- Z *70 5 sauas ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • TABLE 4: Window Design Pressum (4d•, paf) for Glass Types 2 & 4 Long 6i0 (N) 144 677-718 72 76 80 64 e8 92 96 100 104 109.112 112 118 120 124 128 132 138 140 30 0.86 +1.80 +140 +1-80 +/-80 +IAB +140 +1.80 0.80 +1.80 +680 +1.80 +180 H410 +/.80 +1.80 +1-90 +110 +IAO 44480 32 +/430 040 040 +140 +1.80 +680 +1-80 +/430 +140 +1.80 +1-80 .1-80 +1-80 +1-80 +140 .1.80 +1.80 +1-0 +1am 34 040 +480 040 +140 040 +140 0.80 +140 *140 +/46 44-80 +140 +140 +1.80 +140 040 +140 36 44.80 +1430 +140 040 0430 +140 0-80 +1.60 0430 +1-80 040 +140 040 +140 040 .140 38 040 +140 +1S0 +/-80 +140 +1-80 +1430 040 +4410 +/40 040 +140 040 +/.80 40 .IAO +140 +1-80 0-80 +140 +/-80 +/.80 +140 +/40 +1-80 +/-80 +1.80 42 040 +140 +140 +140 +680 +140 +/-80 0430 +680 +1A0 +1.80 44 040 +140 +140 +1.80 +140 +140 +/-80 +140 +/40 +/40 € 48 +140 +4-80 040 +/40 +140 +140 +/40 +140 0.80 -8 48 +1.80 +1.80 +140 +140 *460 +140 +1-80 0430 61 50 +140 +140 +140 +/.80 *140 +660 +140 5 52 +1.80 +/40 +140 +140 0430 +1.791 m 54 040 +140 +/40 +/-80 +/-78.6 56 0430 +1-80 040 +1.79-1 58 040 +/.80 +/-80 60 040 +140 +1-79.3 82 040 0.80 84 +1.80 +1.80 88 +140 67.718 +/-80 NOTES: WINDOWS. _ 2) BUCK FOR SIZEIMS NOTOSHOHN, ROU D UP 0 THE NEXT AVAILABLESTSHORT OR LONG DIMENSION. DIMENSION • FROM THE 11P -TO -TIP TO DETERMINE THE BUCK DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16° NOM. _ TABLE DIMENSIONS MAYBE GLASS STACK7/16• 7/16' LAMINATED LAMINATED - GLASS STACK ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. GLASS STACK 3/18' HEAT STRENGTHENED GLASS /' �, .090' PVB INTERLAYER 3118' TEMPERED OlA33 PVB 3118' HEAT STRENGTHENED GLASS 7/16' AIR SPACE 6 3/18' HEAT STRENGTHENED GLASS 3118' HEAT STRENGTHENED GLASS I...- 6 .090' PVB INTERLAYER Tj SHORT LONG SIDE -•+- t / LONG O CO © SIDE 9/ I SHORT I USED AT CURVED USED AT CURVED - i h� FRAME MEMBERS ONLY Q 011-7/8' O.C. MAX. �- III FI fi,,, I 8!8' FRAME MEMBERS ONLY Q . GLASS BITE 0311-7/8' O.C. MAX F} i1= �i� .:n:. isir , ( GLASS BITE le ► ,,, '�-�"f 6XTE_® �F =0 }rte LONG SIDE -� j EXTERIOR 0 0 a 0i 0 GLASS TYPE 2 GLASS TYPE 4 SHORT4 SIDE •• •• • • •111 �j LONG • • • • • • •4 • •4pE • • •• ••• • • • • • • •• ••• •• • • • ••• • • •I •1 • f • ••• • • • • • ♦ • • • • • ••• • • •• • • •• • • • •• 8 • • SHORT SIDE • • • • •• • ••• • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • PRODUCT REVISED 0* complying wild 1ho Florida Building Codo Acceptance No 16--0528 �j(e imt , Me .17 I(i4 -iJ ByLJ, • 0: NO CHANGE THIS SHEET DATE: 07/02/15 'M 1 Z 010+5 RR 0/52 .,66a 00/05 *`c. No.58705 rl lli 11t155�• A. LYNN MOAER. P E P.E.958705 • .---- Window Design Pressure (+N, psf)forGiess type 5 Lang Side On 67-7/8 67718 72 76 80 84 88 92 98 100 104 109.92 - ei id 1 30 +901-125.4 +901-120 +907-115.5 +901-111.5 +907-108.5 +901.108 +90/.104.5 +901-103.5 +901.1025 +907-1087 +901.97.9 32 +901-1189 490.1108 +90.105.3 +901.101.8 +901-98.7 +90/45.7 +901-923 +90/-98.6 .90/-90.3 +7.89.9 +1.89 34 .90-108.9 +90/-103 .90.988 +901.95.1 +901.91.8 0482 +1.84.4 41-81.5 ./80.1 +1-79.8 +1-79.4 38 +901-102.8 +901-97.1 +90/-928 +1.88.9 +145.5 +1.82.6 +679.7 +7.77.2 +175.1 +173.4 +/-72.2 38 +9098.4 +90-92.2 +688 7 +143.2 +/40.7 41.781 +675.2 .1.72.5 .1.70.3 ./48.5 .748.3 40 +90/.94.6 +148.2 +/-82.8 +/.79.9 +1-77.2 +1-743 +/-71.3 +1.87.9 +105.1 +143.4 +141.6 42 +90/-91.3 +1.84.7 4180.7 +1.77.4 +1.74.3 +1.71.3 +688.2 +7.647 +141.8 +159.8 +1-58.2 44 4/483 +1.82.4 +178.9 +1-75.4 H-721 +1488 4145.6 +1422 .159.7 +157.6 46 48 .1-85:4 +7.80.8 +1.77.2 +673.8 +7-70.1 4146.8 +143.5 +/40.3 +/57.7 48 48 +1-827 +7.79.3 +1-75.6 +1-71.9 +1-88.3 +7.84.9 +141.5 +7562 59 50 +740.9 +1.77.5 +1-74.1 +1-70.3 +146.7 4158.1 4159.7 62 52 +/-791 +/-75.8 +672.4 +148.8 +145.1 +141.5 64 64 +/-77.4 +/.73.8 +7.70.5 +147.3 4143.5 58 58 H-758 41-72 +748.8 +7.85.3 68 58 +7-742 +1.70.3 +148.8 80 80 41.727 +148.7 +I.85 82 62 +7.71.2 +1.87.1 84 64 +149.7 +/..5 88 88 +148.3 67.778 67.7/8 4157 7116' LAMINATED GLASS STACK 3116" ANNEALED GLASS .090' SO INTERLAYER 3116' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY (� 11-7/8' O.C. MAX. NOTES: 2) BUCK BUCK RES SONSSHHO ROUND UP FLANGED THE INNDDOT A , SUBTRACT SHO OR LONG DIMENSION. DIMENSION TO DETERMINE THE BUCK DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. • 6/8' GLASS BITE EXTERIOR a GLASS TYPE 6 1-1/16" NOM. GLASS STACK 3/16' TEMPERED GLASS 7/16' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 11.7/8" O.C. MAX. NOTES:. 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT • FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW 8¢e IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITMN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. EXTERIOR 1 SHORT SIDE 1 SHORT SIDE Hi-- LONG SIDE -{ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16' LAMINATED GLASS STACK 3/16' ANNEALED GLASS 3116' ANNEALED GLASS .090' SG INTERLAYER 6/8' GLASS BITE 0 0 0 GLASS TYPE 7• • •• ••• SHORT SIDE • • • • S) I T •SIDE • • • • • ••• • ••• • • • • • • •• • • •• •• • •• • • • •• • • • • • ••• • • • • • • • J LONG SIDE 1 • • • • •• •• • • • •• • • •• • ••• • PRODUCT REVISED to complying with 0• Florida Building Coda t=+ Acceptance No -�'-7ilV'Im pine Date .2(o MI • •ado NO CHANGE THIS SHEET DATE: 07/02/15 co a +100 4 8 4 MD -720-820.1 ON 080 O a 0 .4 !0045 01111 'as7 \‘�NV /LYNN �FA?i4 �''i", Va��'•i.\CENSF'••.Q 58705 A LTNN MkI.ER. P.5. P.E.066708 ••• • • • • ••• • • • • • • •lb • • • • • • • • • • • • • • ••• •• •• • • • •• •• •• • ••• •• • Window Design Pressure (+1-, psf) forams 1\ pe 7 Lcn9 Side 9n) 67-7/8 72 76 50 84 68 92 98 10D 104 10942 8 i x ,E • 30 +907-130 .90-130 . +90.130 +907-126 +90-1226 +901-119.8 ' +90.1161 .901.117 +90/.1158 +90-112.7 +901-109.9 32 +906130 +907-1251 +90.118.9 +90.114.8 +90-111.5 +90-108.1 +90.104.3 +901-102.4 +90.102 +901-101.4 +901-99.7 34 +906123.1 +907.1164 +90.111.7 +907.107.5 .90-1088 +90-99.7 +90695.3 +90.92.1 +90.90.5 41-90 4189.6 38 +90.118 +907-1098 +90-104.8 +90-100.5 +90/.988 +101.93.3 .1-90 +1-87.3 +/.84.9 +7.82.3 +741.2 38 +90.111.2 +90-104.2 +901-97.9 +90-94 +9791.1 +7.882 4.84.9 4.81.9 +179.4 +1-76.4 *1.74.3 40 +90.108.9 +90149.8 +90934 +901.90.1 +1.67.2 41.84 040.5 */-767 0.785 0.70.9 049 42 +90.103.2 +90'-95.7 +901-91.2 +1V.4 +184 +1.0.6 +1.77 +1-731 +189.6 0489 0452 44 +90/-99.7 +90.93.1 0$9.1 0.85.2 +1-81.4 +1-77.8 +1-74.1 0-70.3 +757.5 083.9 46 +901-98.5 +90/91.3 +147.2 .7.83.2 0.79.2 +/-754 0-71.7 .7.861 +145.1 48 +90/43.5 089.8 +745.4 041.2 +1.77.2 4/-73.3 +/49.5 .7.658 59 +901.91.4 .747.8 .143.7 0.79.4 +1.75.3 +1-71.3 +1.87.5 62 +749.4 +116.6 +181.8 +1-77.7 +7-73.5 +1.89.5 64 +167.5 +743.4 +1.79.6 ./-78 +1.71.8 58 .1858 +141.4 +7-77.5 0-73.8 68 +1.858 +/-79.4 41-75.4 80 0821 +/-71.8 +7.73.5 82 0484 +1.75.8 84 +7-788 41-74 88 0.77.2 67.778 +/-74.9 6/8' GLASS BITE EXTERIOR a GLASS TYPE 6 1-1/16" NOM. GLASS STACK 3/16' TEMPERED GLASS 7/16' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 11.7/8" O.C. MAX. NOTES:. 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT • FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW 8¢e IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITMN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. EXTERIOR 1 SHORT SIDE 1 SHORT SIDE Hi-- LONG SIDE -{ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16' LAMINATED GLASS STACK 3/16' ANNEALED GLASS 3116' ANNEALED GLASS .090' SG INTERLAYER 6/8' GLASS BITE 0 0 0 GLASS TYPE 7• • •• ••• SHORT SIDE • • • • S) I T •SIDE • • • • • ••• • ••• • • • • • • •• • • •• •• • •• • • • •• • • • • • ••• • • • • • • • J LONG SIDE 1 • • • • •• •• • • • •• • • •• • ••• • PRODUCT REVISED to complying with 0• Florida Building Coda t=+ Acceptance No -�'-7ilV'Im pine Date .2(o MI • •ado NO CHANGE THIS SHEET DATE: 07/02/15 co a +100 4 8 4 MD -720-820.1 ON 080 O a 0 .4 !0045 01111 'as7 \‘�NV /LYNN �FA?i4 �''i", Va��'•i.\CENSF'••.Q 58705 A LTNN MkI.ER. P.5. P.E.066708 ••• • • • • ••• • • • • • • •lb • • • • • • • • • • • • • • ••• •• •• • • • •• •• •• • ••• •• • TABLE 7: Window Design Pressure (44-, psf) for Glass Types 8 & 8 Long Side (kI) 67-718 72 76 80 84 88 92 96 100 104 109-112 112 116 120 124 128 132 136 140 144 5- t 01 k N 30 +90/-130 +901-130 +90/-130 +931.130 *90/.130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +96-130 +901.130 +901.130 +901-130 +90/430 +90/-130 +901.130 +901-130 +901-130 +981.130 32 +901-130 +901-130 +901.130 +90/.130 +901-130 +901-130 +901.130 +901.130 +901-133-1 +90/130 +901-130 +99130 +901.130 +901.130 +90/-130 +907.130 +901130 +901-130 +90/-130 34 +901.130 +90/433 +981.130 .901.130 +90-130 +901-130 +96-130 +991-130 +901-130 +901-130 +90/430 +901.133 +901430 +90/-130 +90/-130 +90/-130 *90/130 36 +901.130 +901-130 +96-130 +981.130 +0/130 •90.130 +90/.130 +901-130 +90/.130 +90/130 +90/-130 +981.130 +901.130 .901.130 +901-130 +901.130 38 +901130 +901-130 +90/430 +90/-130 +901.130 +90/-130 +901-130 +90/.130 *90/130 +90/-130 +901430 +90/130 +901-129.2 +90/127.3 40 +90/430 +901-130 *90/-130 +981-130 +90/130 +901.130 +90/-130 +901.130 +901.130 +901-126.8 +901-123.2 +90.122 42 +90/-130 +0/-130 +981-130 +901.130 +901.130 +901-130 +981-130 +96-129.3 +96-123.2 +96.119.7 +90/116.4 44 +906130 +90/-130 +901.130 +90/130 +90/-133 +901-130 +901.130 +991-124.5 +90'-119.4 +901.116 48 +90/.130 +90/.130 +90/130 +901.13) +90/136 +90/-130 +90/-126.9 +901-120.8 +90/-115.3 48 +98-133 +90/.130 +901.130 +90/.130 +9011-130 +96-129.7 +901-123 +991.116.5 50 +90/130 +90/-130 +9W-130 +901-130 *907-130 +96.128.2 +89.4/419.5 62 +90/-130 .90/-130 +981-130 +981-130 +90/.130 +888/423 54 +981-130 +981-130 +96.133 +96-130 +88.81.127.1 58 +90/-130 +901-130 +901.130 +89.41-129 58 +981-130 *901.1311 +96.130 60 +90/-130 +981-130 +89.61-128.3 62 +90/130 +981-130 84 +981-130 +981-130 66 +981-130 67-7/8 +981.130 PRODUCT' REVISED as complying with the Florida Building Code AccepIBnce No1&-b 528. Ex Date 'y]�!lti�11.eEl By L/!u .::(:41 Miam' L NO CHANGE THIS SHEET DATE: 07/02/15 0 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT ° FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/18• LAMINATED L..� GLASS STACK 3/16" HEAT STRENGTHENED GLASS .090' SO INTERLAYER 3/16' HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY Q 11-78' O.C. MAX. GLASS TYPE 8 1.1/16° NOM. GLASS STACK 3/18' TEMPERED GLASS 7/16' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 011 11.7/8' O.C. MAX.® i 7/18' LAMINATED GLASS STACK 3/16' HEAT STRENGTHENED GLASS 3/18' HEAT STRENGTHENED GLASS EXTERIOR a .090' SG INTERLAYER 5/8' GLASS BITE GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. SHORT SIDE •• ••• •S RT • . • E• • • •K • • •• • • • • • • • • • • •• ••• •• • • • •• h.-- LONG SIDE --r{ • ••• • • • • • • • • • • • • • • • • • ••• • • • • • •• • •• • • • •• • • • • • • •• • • • ••• • J LONG SIDE 1 SHORT SIDE SHORT SIDE J LONG SIDE 1 1""° - oU' N g g 2,71-k § o 0/00p _zzn.z- 3 8 DESIGN PRESSURE TABLES 4 0 0 b *0703 ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • 0 •• •• INSTALLATION TYPE A EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET • EMBEDMENT f 1 0 AFL WINDOW BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT EXTERIOR a VIS BLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2 -314' O -11/4• MAX SHIM O TYP. ANCHOR TYPE, EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY Q 114/8" 0.C. MAX. 0 EDGE DISTANCE • INSTALLATION TYPE C EMBEDMENT 114` MAX I SHIM 0 INSTALLATION TYPE B IX WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET O CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR 512 STEEL SELF -DRILLING SMS (05), SEE TABLE 8, THIS SHEET O INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING • EMBEDMENT INSTALLATION TYPE B 1/4" MAX SHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL. FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET I 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EDGE DISTANCE VERTICAL SECTION B -B CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET EMBEDMENT VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH m HORIZONTAL SECTION A -A • CONCRETE/CMU PER ANCHOR REQUREMENT EDGE DISTANCE .. ___ _. Anther Substrate MD eteltdC�e MN. Embedment Spacing 812 or 014 410 8S Screw P.T. hem Pbte (80=098) 8/18• 1.3/8` 12' AIw tnum. 8083.76 min. 318' 0.083' • 12' A36 Steel 3/8' 0.083' • 12' Steel Stud, Gr. 33 mu. 3/8' 0.046' (18 Ga) ' 12' P.T. Southern Pine (SG=0.65 8118' 1-3/8' 12' Aluminum, 8083.78 min. 3/8' 0.083" 12' 812 or 014 Steel Screw (OB) A38 Steel 3/8" 0.083' • 12' Steel Stud, Gr. 33 min. 3I8' 0.048' (18 (3a) • 12' V4.410 SS CreuFtez Ungreuted CMU. (ASTM CS0) 2-112' 1-1/4' 12' Concrete (min. 3.35 ke0 1' 1-3/4' 12' I/4' Steel IAlretwn Concrete (min. 2.85 kW) P 13(4' 12' Concrete (min. 2.85 kW) 21/2' 13/8' 12' Ungrouted OW, (ASTM C-50) 21/2' 1.1/4" 12' Grouted CMU, (AS1M C-90) 2-1/2' 13/4' 12' 8/18' Steel Ullmaon Conorete (mhi• 3.6 kel) 1-1/4' 1-3/4' 12" Grouted CMU, (ASTM C•90) 2-1/2' 1.5(4' 12' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. •• ••• • • • • • •• • • • • INSTALLATION NOTES: • • • • •� !�• • • • • • • • • 1. USE ONLY ANCHORS LISTED ON THIS SHEET. "&LOY EE4AEDNAPAND LObGE dIST14CL•LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 9X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1f?.1X WOOD BUCK ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 7X' ARE 1-112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOODIBUCKS1109BE ENGINEERED BY OTHERS OIBAS APPROVED BY AUTHORITY HAVING JURISDICTION. • • • • • • • • • • • • • ••• • • • • • 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MI ER•SHA(.1( Oc A TLE 10 MAME I•l1LL%UPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOYbOR k+IGLLION NO% RALIES %3 WHOLE SYSTEM. PRODUL? es complying with the Florida BnlldifgCodo • : - � Acapuoce No 16 imt Dau �;�1'.lV�• I' M ��de Product NO CHANGE THIS SHEET DATE: 07/02/15 0100 co 0 8 1140/0 •A0a 0 ON LL 0 CO VMS CO wora rein `,,QNY I \x`‘LYNM RO/r/��i � 'CEN fY; No. 50705 79 4 ST TE OF ( O E`,• //I I IbII't A. LYNN MILLER, P.E. P.E.858705 ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• •• INSTALLATION TYPE E EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT 1/4- MAX SHIM L EDGE DISTANCE TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11-718' O.C. MAX. WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT - 2-3/4- INSTALLATION INSTALLATION TYPE G TYPE F EMBEDMENT 1/4' MAX SHIM IXWOODBUGKSTRIP, SEE NOTE 2. THIS SKEET EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9. THIS SHEET .�tacaiuun: s;yyUj EXTERIOR CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4' MAX. SHIM --1 r-- 912 STEEL.59510 SELF -DRILLING SMS (05). SEE TABLE 9. THIS SHEET INSTALLATION TYPE H 1/4' MAX SHIM VISIBLE LIGHT WIDTH WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH MIAMI-DADE APPROVED MULUON (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET jI} 1X WOOD BUCKSTRIP, SEE NOTE Z THIS SHEET EMBEDMENT INSTALLATION TYPE F EDGE DISTANCE VERTICAL SECTION D -D CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9. THIS SHEET HORIZONTAL SECTION C -C CONCRETEICMU PER ANCHOR REQUIREMENT ,,,R` o. Anchor Substrate Mln. Edge Dlatenc0 Min. Embedment Mas O.C. Spacing 012 or 014 410 88 S4rew P.T. Southern Pine (SO .88) 9/18' 1.318" 12 ink um 6063•T6 min. 3/8• 0.033" • 12' A36 Steel 3/8" 0.063' • 12' Steell Stud, Gr. 33 min 3/8" 0.045' (16 Ga) • 12 P.T. Southern Pine (80=0.55) 9/18' 1-38' 12° Alam, 8083.78 rola. 318' 0.083' • 12 912 or N14 alae! Screw (05) A36 Steel 3/8' 0.083' • 42 - Steal Stud, Or. 33 rain. 3/8' 0.045' (18 Ga) • 12" V4.410 38 CreteFtes Ungiatded CMU, (ASTM 090) 2-1/2 1-1/4' 12' Concrete (attn. 3.38 88I) 1' 14/4" 12' 1/4' steel Ullman Concrete (min. 2.88 kel) f 1-3/4" 12• (min. 2.88 kW) 2-1/2" 1-3/8' 12 Ungrouted CMU, (ASTM C80) Ungrouted 2-1/2 1.114' 12' Grouted CMU, (ASTM 0-90) 2-1/2 1414° 12 81{8' Steel Ullman (att. 3.5 kW) 1-V4' 1.314' 12 Grouted CMU, (ASTM 0.90) Grouted 2-1/2' 1-3/4' 12' NEN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. •• ••• • • • • • •• • • • • INSTALLATION NOTES: • • • 1. USE ONLY ANCHORS LISTED ON THIS SHEEP. ?OLLOtitglIBEDANT ANIYEDGEIDIS!ANHElIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 'WARE 1-1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WQCA BUOKSBIN IO BE ENEEREDeBY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. • • • • • • • • • • • • ••• • • • • • 3. FOR ATTACHMENT TO METAL: THESTRU8T=IRAL WS& SA•BEpF/sSIZCTOPRWID:FURSUPPORT TOTHEWINDOWFRAME. • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WIND<J ORTitILUON IM/R'PUESTO WHOLE SYSTEM • • PRODUCT REVISED as complying with the Florida Building Code Acceplmtee No I5c52$.LID imtton Data NO CHANGE THIS SHEET DATE: 07/02/15 8 rc 035/1 ca 0 O 8 43 uao1Q d neat ant! •080/1 *0(103 `\\``� YILYNN A?/��"i„� ocEN,y4, F,p No. 58705 1`- „'•, ST TE OF (V` •'•:c4. ORIDP. • •'C'\'c„: ' , '0NAL t&, A. LYNN MILLER, P.E. PEASE/OS ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • •• •• PRODUCT REVISED as complying with the Florida Building Coda I , Aeceptence No radon Date -`- TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE I 0 WINDOW BUCK HEIGHT 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET II�:6L.7.!° r EDGE EDGE DISTANCE DISTANCE —' EXTERIOR a VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2.3/4' Aa 0 0 0 USED AT CURVED FRAME MEMBERS ONLY 11-7/8" O.C. MAX. 0 INSTALLATION TYPE J -1°9 0 L14• MAX SHIM EMBEDMENT 1 INSTALLATION INSTALLATION TYPE J TYPE K I- 1SHI MAX 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET r 0 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 0 t t INSTALLATION TYPE L 010 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET /--1/4" MAX SHIM kis-- EMBEDMENT — EDGE DISTANCE TYP.HCAN OR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 0 VERTICAL SECTION F -F VISIBLE LIGHT WIDTH WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK WIDTH 0 it 0 HORIZONTAL SECTION E -E EMBEDMENT EXTERIOR Anchor Substrate Min. Edge Distance Max. O.C. Spacing 2.1/2' x .113" Box Nall P.T. Southern Pine (SG'0.55) 8/18' 5 2112" x .131° Common Nail P.T. Southern Pine (50.0.55) 3/8' 5' 2-1/2" x .145" Rooting Nag P.T. Southern Plus (SG=0.55) 3/8' 5" of 10 x 1• Siad Screw' P.T. Southern Pine (SGa0.85) 1/2" 5' 0.083" Aluminum, 8083-T5 Mn. 5/18' 5' 1/18" A38 Steel 5/18' 5' 0.045' (18 Ga) Steel Stud, Gr. 33 5/18' 5' • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE• • •• ••• • • • • • •• • • • • • INSTALLATION NOTES: • •• ••• •• • • • •• 1. USE ONLY ANCHORS USTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS '1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. 1X WOOD BUCKS ARE OPTIALLATION TO THE SUBSTRATE OFWOOD WICKS 1R) RECiLY BE ENNti IEEREt GITHER3 0 A:A BY 1-1/2' THICK OGREATER.R YHAVING AVIN INSTALLATION JURISDICTION. • • • • • • • • • • • •• • • • • • • • •• • • 3. FOR ATTACHMENT TO METAL: THE STRUaltAL M6k)BER SHALOM OF Ai12E TO PROVIDE#UI.`SUPPORT TO THE WINDOW FRAME. • • • ••• • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM• • • NO CHANGE THIS SHEET DATE: 07/0 15 u ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• • • re D 8 N2 sr UJ flli o0 -z o z to a 8 �aaB O N z Z LL NEI •Dead aepaS `xpQ1`ILYN LYNN �'i/� • \A CE Ns • No. 58705 '• � t. -•a"".- YI ' 74/3 lig 04.•.• STATE OF ;'!�V^ //iS `ONAL te�1`; A. LYNN MILLER P.E. P.E.O 58708 INSTALLATION TYPE M ' FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6' O.C. O WINDOW BUCK HEIGHT 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE / NOTE 2, THIS SHEET EMBEDMENT EXTERIOR a VISIBLE UGHT HEIGHT = WINDOW BUCK HEIGHT - 2 -3/4' 0 INSTALLATION TYPE N 4 EMBEDMENT m Q _1/4' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8' 0.0. MAX. m ••1 EDGE DISTANCE INSTALLATION TYPE M FOR THIS INSTALLATION EMBEDMENT L METHOD ONLY, ANCHORS MAY BE NO 1/4' MAX • MORE THAN 6' O.C. SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET O INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION TYPE 0 FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY 8E NO • MORE THAN 6'O.C. 012 STEEL SELF -DRILLING SMS (06), SEE TABLE 10, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 11. THIS SHEET 114' MAX SHIM _ VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH -2-3/4' WINDOW BUCK WIDTH EXTERIOR MIAMI-DADE APPROVED MUWON (SEE SEPERATE NOA). ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET 11X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET �J EDGE �—t DISTANCE VERTICAL SECTION H -H m EMBEDMENT n O HORIZONTAL SECTION G -G • CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR EDGE DISTANCE .. __ ..- Anchor Substrate Mtn. Edge Distance Min. Embedment Mac. O.C. Spacing •12x014 410 83 Screw P.T. Southern Pine (643•0.56) 9/1 13/8' 6' 6083-T6 min. 3/8' 0.083" • 6' A38 Steel A38 3/8' 0.063' " 8' Steel Stud, Gr. 33 min. 3/8' 0.048' (18 Ga) • 8' P.T. Southern Pine (80=0.56) 9/18' 1318' 6' Atumtnum, 6083•T8 min. 3(8' 0.083' • 6' 012 a 9t4 Steel Sourer (G5) A38 Steel 3/8' 0.083'• 6' Steel Stud, Or. 33 min. 318' 0.045'1180a3' 6' U4.410 Bs LteteFtec U ed CMU, (NMIC-90) 2-1/7 1.114° 12' Concrete (min. 3.35 ket) 1' 1.3(4' 17 1/4' Steel CameosConcrete( Concrete (min. 2.85 keg 1' 1374' 12' • 2.88 bee) 2-1/7 13/8" 12' Ungrafted CMU. (ASTM 090) 2-117 1-1/4' 17 Grouted CMU, (ASTM 040) 2-117 13/4' 17 5/16' Steel Macon (min. 3.5 Me 1-1/4' 13/4' 12' Grouted Grated CMU, (ASTM 0-90) 2.117 1-314' 12' MIN. OF 3 THREADS BBWN% 1 MEJALiUBSTl9ATE.• • • • • • • • • O • • • • • • INSTALLATION NOTES: • • • • • • • • • • • • • 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FIRLOW IMA:IMEIOt AND EISGE DISTAI(CE SNITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.177.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2)(" ARE 1-1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD AUCKS•r• NE ENGINEERED SMOTHERS OROS APPRQVED BY AUTHORITY HAVING JURISDICTION. • • • 9 • • • • • • • • • ••• • • • • • 3. FOR ATTACHMENT TO METAL: THE STRUCTI1I4L ME4EWR SHALL. BBOFI SI E Tel PRO!1 MIL SUPPORT TO THE WINDOW FRAME. 4. IF APPUCABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MIJLUON NOA•APP IES TO WHOLE SYSTEM. PRODUCT REVISED as complying with the Florida Bnitding Code Acceptance No I rJ' r•WN Dale NO CHANGE THIS SHEET DATE: 07/02/15 rc neS FIN INSTALLATION BOMBS oo `N,��0 C.. AOje `•' sF • 4.• No. 50705 •• )c -0 7. :•LL- STA7l" OTS A. LYNN MIU.ER, P.8. P.E#68705 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 80° CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT EQUAL -LEG FRAME FLANGE FRAME ANGLED/CURVED FRAME ASSEMBLY ALL CORNERS N'O• TO USE GASKET AND/OR SEALANT 0 EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS Item # POT Part# DescrlpUon Material 1 4263C Flanged Frame Alum. 6083-T6 2 4285 Equal -leg Frame Alum. 6063.78 3 4256 Integral Fin Frame Alum. 6083-T6 4 4266 7/16° LamL Glass Beading Akan. 6083.76 6 4264 LG. Glass Beading Alum. 8083.75 Be 4270 Installation Fastener Corer Alum. 6083.76 61) 4224 Installation Fastener Cam Rigid PVC 10 705890 Gasket (at 90" corner Note) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Fiex PVC, Duro. 85+/-1 13 Dow 899, GE 7700 Silicone or Equiv. 20 71662K Setting Block, Moro 3/16" x 7/16" x 4 Neoprene, Duro. 85+/-1 21 71704AK Setting Block, I.G. 3116" x 1-3132° x 4" Neoprene, Duro. 85+1.1 22 DURAK718 7116" Wefts; Spacer 29 #8 x 1.1/4" FH 8MS Stalreass Steel 3D 781PQX #8 x 1" Quad PH BMS Stainless Steel .094• I �-- 1 1.875' 1.000' t .500• I t ASSEMBLY DETAILS FOR FIN FRAMES 90" CORNER FRAME ASSEMBLY ANGLEDICURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS -� 082' .438 1 OFLANGE FRAME #42530,8083-T5 .875• .970' 7/18° LAMI OGLASS BEADING #4255, 8083-T6 1.375' .500° OEQUAL -LEG FRAME #4285, 608345 3 FIN FRAME #4255, 6083-T5 • si�• .i 345' •r• • • • •• •• • •0.875" •• • • • • • • •• • •• •• • • • -well•. _. hw • • • • • —+{ 1.037' }�-- I.G. GLASS INSTALLATION CD •FASTENER COVER C AADIN$ • • 8 #4270,6063 T5 #41554, 805175 • • • • • • • • ••• • • • • • •• • •• • • • •• • • • ••• • • • •••• • • • PRODUCT REVISED m canptying wird the Fbdda Building Code AcceprmrceNo l5 e5 =.21 NO CHANGE THIS SHEET DATE: 07/02/15 co s)o0 2 W 0 0 z 8 Z_ 0 O O a Um0.16 r 2 011 •oeoo sauce rio ``•‘` 00 LYNN 9 /'/". ' No. 55705 STATE • �UNAL 'J//1iir41tt �� A. LYNN MILLER P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.misintatuie.aov/economv . .• .... . • 41 This NOA is being issued under the applicable rules and regulations governing. the else of eoisstevction materials. The documentation submitted has been reviewed and accepted by Mt�t Dade Co�tmty'RER Product Control Section to be used in Miami Dade County and other areas where Afla0/bd by the ?1/2uthoritt Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami: pade Cou ntyo.Product • I) • Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Mi9It7,1;Inde Cgjty) reserve the right to have this product or material tested for quality assurance purposes. It this.product or material fails to perform in the accepted manner, the manufacturer will incur the expense of suthaestin§ and.the AHJ mayimrnediatel revoke, modify,t' y or suspend the use of such product or materia within thea Jurtsdictionti RER reserves the right to revoke this acceptance, if it is determined by Miami—Daae County Prptinp contrc Section that this product or material fails to meet the requirements of the applicable building codb? • 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 "HR -710" Aluminum Horizontal Rolling Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tenninate 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# 11-1114.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • . • • • MIAM1•DADE COUNTY APPROVED 7/0115 NOA No. 15-0519.09 Expiration Date: December 21, 2021 Approval Date:. July 09 2015 Page 1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 • through 11 of 11, dated 02/28/06, with revision F dated 05/14/t5, prgparedl . • manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ' • • • • : •: B. TESTS • •••• • •••• • • • • 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 261.44' '....' 2) Cyclic Wind Pressure Loading per FBC, TAS:283-94 :••• along with marked up drawings and installation diagram of an UX alumir ilio horizontal sliding window, prepared by Fenestration Testing Ljlaratory, Ipc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Ridaidd,?.E. • . • (Submitted under NOA No. 07-0815.09) • • • • • • • • • • 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 an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) E-1 • • • • Manuel P , P.E. Product Control miner NOA No. 15-0519.09 Expiration Date: December 21, 2021 Approval Date: July 09 2015 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis; complying with FBC-5th Edition (2014), dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. •••• 2. Glazing complies with ASTM E1300-09 •• • • •• . ..•. . . • D. QUALITY ASSURANCE • • • • • 1. Miami -Dade Department of Regulatory and Economic Resource j nR). • • • • • •••• ..•• E. MATERIAL CERTIFICATIONS• • • • 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Che1hi'di Comply (MA) . for their "Saflex Clear and Color Glass Interlayers" dated 0$iiwi.q, exnirinw on • • •:: 05/21/16. . • • . • 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray for weir • "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on•12•/14/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no fmancial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815. 09) 4. Laboratory compliance letter for Test Reports No.. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmund() Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their Series "HR -710" Aluminum Horizontal Sliding Window - L.M.Y., approved on 02/16/12 and expiring on 12/21/16. E-2 Mantel P , P.E. Product Control miner NOA No. 15-0519.09 Expiration Date: December 21, 2021 Approval Date: July 09 2015 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/18" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090° "PVB" INTERLAYER. B. 5)18" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" "PVB" INTERLAYER. C. 5118" LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. D. 7/16" LAM! CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. E. 7/18" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER F. 7/18" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090"PVB" INTERLAYER. G. 13/16" LAMI 1G: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318' AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090' "PVB" INTERLAYER. H. 13/16" LAMI IG; (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8' AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. I. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. J. 13/16" LAMI IG: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/18" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. K. 13116" LAMI 1G: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVS" INTERLAYER L.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. 2. CONFIGURATIONS: OX. XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) ^ A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. ! \ B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 6. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDIN6JH8,111Q 1 MELQGITY • • HURRICANE ZONE (HVHZ). • • • • • • • • 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND AN& PR QU*NT6 Y OE/4114JNiGED! • •• ••• .• • • . •• KURARAY BUTACITE° PVB INTERLAYER or SAFLEXPVB INTERLAYER BY EASTMAN CHEMICAL COMPANY • •• ffatut•: BRAH8 1W17/ff F 5TH EOf 7ON(2014)FBOUPDATE t•tl4•a FRC 2Df000DECHANGE •rile• J.R. 8?ff •e••to ADDED RP GAP TOSE TEMPERED@ 430FTNOTE F.N. 278418 0ht44ax J.J. 1070 TECHNOLOGY DRIVE N. VENICE. FL 34276 P.O. BOX 1520 NOKOtIB. FL 34274 Vietbb, Better • ••• • • • • NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL...._5 ANCHORAGE 8-11 • • • • • • • • • GENERA :VOWS . • • • • • • • • • • • •• • ALUM. M'RIZONTAL ROLIkFt IO IDOVIU4PAG1' PRODUCT REVISEDII�� as complying Building Code Acceptance No I 0 Ex *ration Date — eal.mme HR710 NTS ito•1 a 11 4127-10 F -,`r . No. 58705 _ ATE F :`1..: %,;f.,..,:i t �`��,; LONA%..' a iJ7W L FIAkE. P.EJt55705 ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• •• 1/2" NOM. GLASS BITE 112" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18" NOM. 5/16" LAMINATED GLASS 63,64,65 KURARAY BUTACITE® PVB INTERLAYER ® or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY aEXTERIOR INTERIOR {ALL SECTIONS) 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7118' LAMINATED 7/16' LAMINATED GLASS 1 1/2' NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/18" ANNEALED OR TEMPERED GLASS Qp 13/16" NOM. 13/16" LAMI 10 GLASS W/ 5/16" LAMI (2,73,74,75,76,7) 3118" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/18" OR 1/4" AIR SPACE 1/8" or 3/18"4IN EAkiD 0: TEMPERED .LASS • 13/18" NOV. 13/16" LAMI IG GLASS W/ 17/146" LAI • • • • • a • • • • •• • ••• •• • • • •• QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED LG. GLASS CAP. BOTH THE DP ANDectiOR O QUANTITY TO R • EMAIN UNCHANGED • . • L.IN Rano* JL bac 5114,15 1W17,11 Rafter F E REI/BED INTEAIAYER MANUFACTURER NO CHANGE 17115 SHEET R tslep J.R DAN 8W11 Rrrlme D ADDED ID CAP TO BE TEMPERED( +3OFT NOTE. ornals F.K. 728/OB X05 I 1070 TECHNOLOGY DRNE N. VENICE. FL 34276 P.O.BQ% MS NOKOMIS. FL34274 BGT MI6b Bettor A o • • • • • • • OLAZIP t .rias• : • : : • • • • • ALUM. HORIZONTAL ROLLER WTNDOVi aPAGf HMO I Full 12 + 11 I 4127-10 I F PRODUCT RHYMED scomplyhi wl6ttheFLmida Buidhrg Coda Aaxptanco No I � n Salim Date 111772SVA 2 1 Br .JP.• ,l 76' Miem l ado •.,.( ••• • • • • ••• • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • •• •• TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) D Q FOR INSTALLATION IN THE HVHZ ABOVE 30 FLTSHALL GLASHAVE AS TYPES G - TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR REMAINQUANTITY UNCHANGED. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 6/8" 84" 60" 83" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 88" A,B,G,H +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 •80.0 +58.8 -68.8 +56.2 -56.2 108 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 80.0 +60.0 -60.0 +80.0 -60.0 +80.0 -60.0 +55.2 -55.2 +62.3 -52.3 108" A,B,G,H +80.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -64.6 +51.7 -51.7 111" A,B,G,H +60.0 80.0 +60.0 -60.0 +60.0 80.0 +80.0 -60.0 +60.0 -60.0 +59.5 -59.6 +53.6 -53.6 +60.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E, L J,K,L +76.0 -75.0 XOX (113,113,1/3) TABLE 2. FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 88 7116" A B,C, G,H,I +60.0 -80.0 TO 86 7118" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 38" 38 318" 48" 50 818" 54" 60" 83" 80" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 86" A,B,G,H +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 P MpliCt REVt5F.D av complying with th" F1DTMa 74" A,B,G,H +75.0 -75.0 +76.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 5 p ,c H I6»O5 - •ca ,..•muonDag VOZ) Mme' •:• 1P/1:duct.; S} 410 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL-4858 (X0)Q, FTL-4859 (OX & XO) AND FTL-5330 A. 5/16" LAMI - (118" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,118" HS) C. 5/16" LAM' - (1/8" HS,.090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16"LAMI - (3116" A, .080, 3116n HS) F. 7/16" LAMI - (3/16' HS, .090, 3/16" HS) G. 13/16" LAMI 10-1/8" OR 3116"A (MIN.), 6/16" OR 3/8" AIR SPACE, 5/16 "LA• MI - (1/8"A, .090,1/8"A)• • • H. 13/16" LAMI K3-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5!16" LAME (1f • .1)0,i18,4 : I. 13/16" LAMI 10-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/1A',LAMR reins, ,1/A'+H6) •• J. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" MAI - $"A,!090, 3/16"g) • • • S'I K. 13/16" LAMI I0-1/8n OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16", LArJ,. 3/18"�jS, .090,,,3/16"HS)• . `szsO it„,,,, `‘oAw �I/i�� \ Sk.. :: ',.; U �- :C : No. 50705 ....P. :<-1, '.. .. = : k"cam'''--+rt =,1 . ` 4" �IS 1.14Q: 31Q''.• STA E r .. `g;: iC� '•. F P,.'• �•. (.• LOR,O, `,';` ,,',',;p n ....L Cr ALn. I:PoAE. ' m"a•r 191" 19___ - • i �► • • • • • • •• • •• •• •• •• •• L.M. 619•00 J../. 814/18 Oast IOW7/11 F 10000 E NO CHANGE THISBHE7 NOCHANGE THIS T 1070 TECHNOLOGY DRIVE N. VENICE, FL 30275 ' FIGAL DESIG111 f iESSURES: • • • • • • • • •• ROLLIR I�ID014414PAt a Revd* Mx ALUM. HORIZONTAL J.R. 820111 D ADDED IG CAP TO BE TEMPERED.+SOFT NOTE P.o. eorr,sae P .89X130zra •LIrY.f'L aW, •ra 19,.4110 "• m7.2 °'a/ � TAM I N HMO I Nrs 1 3 d /1 I 4127-10 F 0•• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 27 3/8" j MAX. VENTDLO —• 54 6/18" MAX. DLO FIXED _ _ I ' X W 110" MAX. WIDTH I.F. FRAME I 111" MAX. WIDTH FLANGE FRAME A 67 3/8" MAX. DLO ALL FIXED LITES DETAIL B - XOX (1/4-1/2-1/4) 33 LO DLO FIXED FIXED 0 33 9116" MAX. DLO VENT X 66" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. i B 63" MAX. FLANGE FRAME ALL CONFIG. 73" MAX WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR X0 D 85 7/16" MAX. WIDTH I.F. FRAME ---i L-86 7/16" MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 100180 WI4/15 F NO CHANGE MIS SHEET ftwor nowsw J.R. •sF JC OYtc 1GH7/11 00. 6/14111 2/28108 Warm E D ObdadL0 41. NO CHANGETH43 SHEET NOMIMES THISSNEET 9.16 340/06 1070 TECHNOLOGY DRIVE N. VENICE. FL34275 9.0.169X 1629 NOKOMIB. FL 34274 BGT Vvtb/y Better SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME PRODUCT REVISED as compiying with the Florida Building Coda Acceptance No Expiration Date •• •• ``\�ONI LYNNM/�/�.�, • • • • • • • • • • • • .: •' TlGENSF '•.'P i •• 4VliEW I3 • • • •• (FRAME CORNER CONSTRUCTION) - : / • ••• ,.w eMs.ma • • • • • • • • • • • • • STATE OF . !: im ELEVA'P(tj)VS ! • i • i i • • • • i %i •••k<oklo?. •'... ALUM. iidUZGWTAL ROLLER ¥ 1NDOWJ14PA ; � 4esiq‘s M..EO • 118110 I NISI 4 d 11 I°�t�4127--10 I F fc No. 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR 1 MAX. VENT DLO 4-►— MAX. FIXED DLO --1 MAX. WIDTH (FLANGE FRAME) MAX. HEIGHT FLANGE FRAME EXTERIOR INTERIOR SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FIXED DLO —+t -+-- MAX. VENT DLO -� MAX. WIDTH (.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR SECTION C -C W SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) INTERIOR 0 IIIf ii INTERIOR EXTERIOR ari oder aft 11114118 Ralsknc NO CHANGE THIS SHEET tft.asy J.J. •omeF J.R. F.1( Rao• -K E RMkoe Otaksely J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET Deir 3123/06 1070 TECHNOLOGY DRIVE N. VENICE. FL 34276 PA. BOX 1628 NOKOMIS. FL 34274 lblSGT ' Barrer ••• 710 • • ••• 1 PRODUCT REVISED as complying with the Florida Building Coda' �� Acceptance No nation Dale • • • \\\\\‘� s(tLYNN tM/�',/„ ! , • : N• •' 001NSQ ••.F.Q �i lc ' No. 58705 • ••• •• • • • HEAD (VEVICN. SECTION, I. FRAME) SECTIeNS ! • . ALUM. WJRIZCWfAL ROL=E13 W7NDOWsI}IPAEf HMO Haif 5 t< 11 4127-10 • • • • • • • • ••• • • • • • rr. • • • • • • • F 15 1,.1 •.• STA E OP ��' 1.4114 MI `w�1P.E. P.EJ68705 7 ••• • • • • ••• • • • • • • • • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • •• •• DW(#1 REV DFSCRIPTION MATL PGf# 1 4102 A FLANGEFRAMEHEAD 6063-T6 AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063-T5 AL 612244 3 #8 X 3/4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 AL 6 4136 FIANGEFRAMESILL 6063-T6 AL 64136 7 4137 SILL ADAPTOR 6063-T6 AL 64137 8 4131 ROLLER TRACK 6063-T6 AL 64131 10 71298 WEEP HOLE C OVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 14 4134 OASKETFOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 0 SCREEN ADAPTOR 6063-T5 AL 64110G 17 4054 B FIXED MEETING RAIL 606311D -T6 AL 64054A 19 4066 WSTP.,.187 X .230, FIN SEAL 640660 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 22 1683 WSTP.,.250 X .270 BACK, FIN SEAL 612240 616830 23 225-1 ROLLERHOUSING& GUIDE 42112110 24 226 BRASS ROLLER WHEELS 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N BRASS 7BRWHL2 32 4006 D SASH MEETINGRAIL 6063HS-T6 AL 64006 33 1235 WSTP.,.170 X.270BACK, FIN SEAL 67S160 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 38 1683 WSTP.,.250 X.270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 UFT RAIL COVER CAP 7407WC' LORR 41 4139 I.F. FRAME HEAD 6063-T6 AL 64139 42 4140 I.F. PRAMESILL 6063-T6 AL 64140 43 4141 I.F. FRAME JAMB 6063-T6 AL 64141 50 C LAZINGSILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYLGLAZINGBEAD BULB (THIN) 6TP248K 1TIIN DWG#1 REVS DESCRIPTION 1 MAT'L 1 PGT# 66 (LASS,13/16" LAMI10-1/8"A (MIN.), 3!8"AIR SPACE, 5/16" LAMI (1/8"A,.090 PVB, 1/8"A) 67 13/16" LAMI 10-1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB,1/8"HS) 68 13/16" LAMI IG1/S"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"11S) 69 0 13/16" LAMI IG3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 70 " 13/16" LAMI IG3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB,1/8"HS) 71 " 13/16" LAMI I0 -3/16"A (MIN), 5/16" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB,1/S"HS) / 72 13/16" LAMI 101/8"A (MIN.), 114" AIR SPACE, 7/16" LAMI (3/16"A,.090 PVB, 3/16"A) 73 " 13/16" LAMI IGI/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090PVB, 3116'HS) 74 " 13116" LAMI IGl/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 75 " 13/16" LAM110-3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3116"A) 76 0 13/16" LAMI 10-3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"1-1S) 77 " 13/16" LAMI IG3/16"A (MIN), 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 90 1014 SCREEN FRAME (HOR. & VER.) 3105-H14 AL 91 1630 SCREEN C ORNERI(EY W/RIN0S POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD Elul PVC 96 SCREEN CLOTH 53 4039 B GIAZINGBEAD-5/16" 6063-T5 AL 64039E 54 4044 B (KAZINGBEAD-5/16" W/GtILLK IT 6063-T5 AL 644703 55 4222 A GRAZING BEAD -7/16" 6063-T5 AL 64222 56 985 C GAZINGBEAD-7/16" W/GRIILKIT 6063-T5 AL 6985 59 4067 GLAZINGBEAD -13/16" 6063-T5 AL 64067 60 GLASS 5/16" LAMI(1/8" A,.090PVB,1/8° A) 61 " 5/16" LAMI(1/a" A,.090PVB,1/8" HS) 62 " 5/16" LAMI (1/8" HS, .090PVB, U8" HS) 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16' A) 64 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 " 7/16' LAMI(3/16" HS, .090PVB, 3/16' HS 2 710 2.624 49 I.F. FRAME HEAD 84139, 6083-T6 2.784 .062 1 I— —1.988 --I I.F. FRAME JAW #4141,6083-T0 • L6L J.,L Ready: Jam. u.., FX Aft 0016 17/11 NO CHANGETN/8 SHEET Refsbrie NO CHANGE TIM SHEET Des We yD ADDED War T9 (LASS TYPES as _y Dela S YSS 1070 TECHNOLOGY DRIVE N. VENICE, F134275 P.O. SOX 1820 NOKOMIS, FL 34274 V1s1by Better ••• • • • • •• • • • • •• ••• 42 .F. FRAME SILL ataoe yaa • #4140 66T8 • • •• • . • • •• • • •• • • ALUMANCIRIZOATAL ROGE6,dolkdrt Soft Ms* R NDO OW� NR710 NTS 6 a 11 4127-10 F PRODUCT REVISED as complying with the Florida Building Code - fig`, Accepw"co No • Dale r'TAV/A By M `� • �CENS(` 4o.58705 15. STATE OF : • `/ "��f',;A. SNF:EL;OM1%9E 0;R8870A5R„0. •P' � ••• • • • • • • • • • • • • • •• •• ••• • • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• O FLANGE FRAME HEAD #4102A, 6083-11 .490 11 it k -1.451{ O SASH STOP #4025, 6083-T5 .062 1.'(83 (+M1.349� 0 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050—••• _ 678 O GLAZING B , 5/16" #40445. 8083-T5 (USED W/ GRILL KIT) O FLANGE FRAME SILL #4136, 8083-T6 .061 1.46 O HORIZ. ROLLER TRACK #4131, 6063-16 1.081 32 SASH MTG. RAIL #4008D, 801331-16-16 II T Ip 878 55 GLAZING BEAD 7/16" #4222A, 6063-75 1.187 I-+ I+ .513-1 1 x.040 I 1 .738 062--�I-- 3. 80 0 SASH STOP COVER #4053, 6063-T5 O FRAME SILL ADAPTER #4137,6063.76 }�-1.403-�•1 17 FIXED MEETING RAIL #405413,8083HD-T8 2.� 26 1.348 1+-1.29r►•� 37 SASH SIDE RAIL #4126, 6083-T5 .050 I I 1.115 • 56 GLAZING BEAD, 7/16" • • #986C, 6083T5 (USED W/ GRILL KIT) • • Its 678 •• •a.11* L.M. oats 11W15 R"abos NO CHANGE TER 3SHEET w•aen J.J. homer, J.R. F.K Ore 10{17(11 8X(11 1/28/OB E D tzarra,aey J.J. NO CHANGE THIS SHEET NO ORANGE THIS SHEET Tame 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O.EQKW NOKOMIS, 8.34274Visibly PICT" Batter 1.363 13 FLANGE FRAME JAMB #4002A, 6063-T8 2.784 .678 0T 53 GLAZING BEA , 5/16" #40398.6063-75 ••• • ••• • ••• •883� .050 d. 1`-'--14+-1.09* • ( •Nti BEAD, 33/16" • • •#4Q•$7,T5 • • • • • •• •�• • AL UM..1'IeR1ZQ$TAL ROq EFOI/NDOJN•VI* •aaaam 4127-10 HR71D • • • ••• • • agate arae H8lf 7 or 11 F PRODUCT RBVISSD asownplyingwUht ePiodds Building Code Acceptance Na 15.0514 ration Data 1'' /., a ZI By 4i , ..:.:Z �,,,: Ptodeoi 11/1 \.‘.{ ,LYNN 04 i1/, Cly .•' �tiGCN$F'•.�F,P i - >{: No. 58705 '• iY 9 %, ( F}(ORIOP.•' ''''S9'UNAI_ e„," A.Ll .E85570i 41th g. v1. P ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ANCHOR QUANTITIES, XOX 114112-014) WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,13,H,1 GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPSa 2,3. WOOD 2, CON0 1, CONC 2,3, WOOD 2, CONC 1, CONC 1-1/4" ELCO TAPCONS 2 - 114' ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (05) & SUBSTRATE ZONES ZONES SONES ZONES ZONES ZONES Q WINDOW SIZE W v H HEAD & SILL 1 HEAD & SILL ' ; HEAD & SILL ' 1 HEAD & SILL rn 1 HEAD & SILL HEAD & SILL H 2. GLASS TYPES: g A.5/16- LAMI - (1/8' A,.090,1/8" A) B. 5/16" LAMI - (1/8" 4,.090,18° HS) C. LAMI HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES N - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 53.126% 38.375 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 6118° - (1/8"' 2 A,.090, 3/16 D. 7/18° LAMI - (3/18" 3/18' A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 E. 7/18"LAMI -(3116'A,.090,3/16" HS) °(MI 60.825 1+02+1+02+1 3 1+132+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 G.13/16"LA LAMI ID 3/16"0, G. 13/16° LAMI -118" OR 3/16" A (MIN.), 5/18" OR 318" SPACE, 5/16" LAMI - (143' 4,.090,141° A) 84.000 1+02+1+02+1 3 1+02+1+02+1 3 1+132+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 H.13/16' LAMI IG - 1/8' OR 3118" A (MIN.), 5/18' IG 1/8' OR 3/18' A 5/18° OR 3/8' SPACE, 5//18" LAMI - (1/8' A,•090,1/8" HS) OR 318" SPACE, 5/16' LAMI - (1/8" HS,.090, 1/8" HS) 80.000 1+02+1+02+1 3 1+132+1+02+1 3 1+02+1+02+1 3 1+132+1+132+1 3 1+02+1+02+1 3 1+02+1+02+1 3 I. 13/18" LAMI - (MIN.), J. 13/18" LAMI 10 - 1/8' OR 3/18" A (MIN.), 3/18" OR 1/4' SPACE, 7/18' LAMI - (3/16° A,.090, 3/16"A) 63.000 1+02+1+02+1 3 1+132+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 K. 13/16' LAMI 10 - 1/8" OR 3/18° A (MIN.), 3/18" 3/18' A 3/18" OR 1/4" SPACE, 7/16" LAMI - (3118' A,.090, 3/18" HS) OR 1/4" SPACE, 7/18" LAM+-(3(18' HS,.090, 3/18' HS) 60.0006 25.378 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+C2+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+2+132+1 2 L. 13!18" LAMI ID -138" OR (MIN.), 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+2+02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT SIZES NOT SHOWN, TABLE AND BASED ON THE FOLLOWING GO TO NEXT LARGER WINDOW IN TABLE. 80.828 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+2+132+1 3 DIMENSIONS. FOR WINDOW 84.000 1+132+1+02+1 3 1+02+1402+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+2+02+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING CORNERS. RAIL CENTERLINE. 60.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+2+03+1 3 26 314° MAX. FROM JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 63.000 1+02+1+02+15 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+2+03+1 3 TABLE KEY: 74.000 38.378 1+02+2+02+1 2 1+02+1+02+1 2 1+02+2+02+1 2 1+02+2+02+1 2 1+02+2+02+1 2 1+02+2+02+1 2 X U X 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1402+2+02+1 3 1+133+4+133+1 3 --..--ANCHOR QUANTITY PER JAMB 48.000 1+02+2+02+1 3 1+02+1+02+1 50.828 1+02+2+02+1 3 1+02+1+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1 HEAD AND SILL ANCHOR QUANTITY. 84.000 1+02+2+02+1 3 1+02+1+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+03+2+03+1 3 A CLUSTER OF (3) ANCHORS AT OR ERAIL CENTERED PLUS 80.000 1+02+2+02+1 3 1+02+1+02+1 3 1+02+2+52+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+03+2+03+1 3 OPERABLEANCHOR AAT T EAACHCH OPERABLE VENT 83.000 1+02+2+02+1 3 1+02+1+02+1 3 1+03+2+03+1 3 1+03+2+03+1 3 1+02+2+02+1 3 1+03+2+03+1 3 PLUS (4) ANCHORS AT ANCHORS TOTAL FIXED SECTION. AT HEAD AND SILL. 84.0003 38.376 1+02+2+02+1 2 1+02+2+02+1 2 1+02+2+02+1 2 1+02+2+02+1 2 1+02+2+02+1 2 1+02+3+02+1 2 (12) 48.000 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+03+3+03+1 3 (3" MIN. O.C. ANCHOR SPACING) 60.625 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+03+3+03+1 3 3/4" 54.000 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1402+2+02+1 3 1+02+2+02+1 3 1+04+3+04+1 3 25 max, -+{,-+- 3" MIN. 60.003 1+02+2+02+1 3 1+02+2+52+1 3 1+03+2+03+1 3 1+03+2+53+1 3 1+02+2+02+1 3 1+04+3+04+1 3 t it L t t t to9" t 83.003 1+02+2+02+1 3 1+02+2+02+1 3 1+03+2+133+1 3 1+03+2+03+1 3 1+02+2+02+1 3 1+04+3+04+1 3 REF. ^ �` X O X PRODUyTREVI PRODUC!'REVISED 108.375%38.378 1+02+2+02+1 2 1+02+2+02+1 2 1+02+3+02+1 2 1+02+3+02+1 2 1+02+3+02+1 2 1+02+4+02+1 2 I au the Florida Building Coda 48.000 1+132+3+02+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+02+3+02+1 3 1+03+4+03+1 3 MTG. RAIL, TYP.- Acceptance No 1- "O5111.Oq 60.626 1+02+3+02+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+4+03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 11pl'°"' Da`° "rive 91321 84,000 1+03+3+03+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+04+4+04+1 3 SHOWN IN TABLE KEY ABOVE) Qy ..._� i ,�,,i,.,, L/,',. 80.000 1+03+3+03+1 3 1+032+2+52+1 3 1+04+3+04+1 3 1+04+3+04+1 4 1+03+3+03+1 3 1+04+4+04+1 3 63.000 1403+3+03+1 3 1+02+2+02+1 3 1+04+3+04+1 3 1+04+3+04+1 4 1+04+3+04+1 3 1+55+4+08+1 3 26 3/4" MAX 111.000% 38.378 1+02+3+02+1 2 1+02+2+02+1 2 1+02+3+02+1 2 1+02+3+02+1 3 1+02+3+02+1 2 1+02+4+02+1 2 1 j� 1u8l. • • • • • • tttllll, 1: I� 4 48.000 1+02+3+02+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+02+3+02+1 3 1+03+4+03+1 3 .1- 9" REF. t•• L t X • t t t•-1--03 •: q • • • i 1• .• 4,0,. LYNN /:/// /i,. �;.•';IOENSt.:'..,c:p': 80.625 1+02+3+02+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+4+033+1 3 ••Nt ,t, 64.000 1+03+3+03+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1404+4+04+1 3 •No. 88705 60.000 1+03+3+03+1 3 1+02+2+02+1 3 1+04+3+04+1 3 1+04+3+04+1 4 1+03+3+03+1 3 1+04+4+04+1 3 MTG. RAIL, 7YP.- 3 1+02+2+02+1 3 1+04+3+04+1 3 1+04+3+04+1 4 1+04+3+04+1 3 1+08+4+06+1 4 EXAMPLE•CLU•S� �R W1 QTY. OF (4) AN HORS = . : 63.000 1+03+3+03+1 7 (s cc�i ''• •""E er s _F ` E1 4444414 • • • • • • • • • • r sT /7J .. - .4%r •'• ' •�o?. 14/15 NO CHANGE DM lO7O TEclaao�uGY DIWE ANCNOi14QE $PA¢1111�,;(01((S/41/2.1/4.) •• •• • Fcoa • '�� ' a.•ta4 J,J. ••e 10/17111 IBaah" E NOCHANGETHISSHEET N.VENtcB ftaaae Tie • • .... �c61e, 131 }: '".;,/ONA " • wer awe Mask= ALUM.44 RIZcWTAL ROLLE V?NQOW,al11fACT , - JR 8NOM D ADDED tOCAP TORE T1a ®+SOFTNOTE P.O.BfpFL34 FL .vt•t eur awe a.+oee aw AL 1'12 PE. •mi* FX •2 7/ EE ••d+dar J.J. teas 32 NOKOMIS. 34274 V4f61y Better HMO I NTS 8 d 11 I 4127-10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XOX (113-113-113) WINDOWS TABLE 5 NOTES: I GLASS TYPES A.B,G,H GLASS TYPES C,D,E,F, ,J,K, L ANCHOR TYPE+ 2,3, WOOD 2, CONC 1, GONG 2,3, WOOD 2, CONC 1. 0210 1. ANCHOR TYPES: 2 ELCO SS4 CRETE 3 - #12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1 - 1/4" ELCO TAPCONS -1/4" -FLEX 2. GLASS TYPES: &WINDOW SIZE pg v a HEAD & SILL 1 HEAD & SILL 1 HEAD & SILL 1 HEAD & SQL 1 HEAD & SILL -+ 1 HEAD & SILL -, 1 A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/18" LAMI - (1/8" A,.090, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A 48.000 x 38.376 1+02+1+C2+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+22+1+02+1 2 1+C2+1+02+1 2 C. 5/18" LAMI - (1/8" 113,.090,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 48.000 1+02+1+02+1 3 1+02+1+22+1 3 1+432+1+02+1 3 1+02+1+02+1 3 1+432+1+02+1 3 1+432+1+02+1 3 D. 7/16" LAMI - (3/18" A,.090, 3/16° A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.826 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 F.7/16"LAMI-(3116",3/18° HS) ,.0 F. 7118° LAMI - (3118" .0, 113,.090, 3118' HS) 54.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 G. 13/16" LAMI 10 -1/8° OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 6/16" LAMI - (1/8" A,.090, 1/8" A) 80.000 1+02+1+42+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+432+1 3 1402+1+02+1 3 H. 13/16" LAMI 1G - 1/8' OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" LAMI IG 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8' SPACE, 5116" LAMI - (1/8" HS,.090, 1/8" HS) 63.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+433+1+03+1 - 3 J.13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" A,.090, 3/18" A) 53.126x 38.376 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+432+1 2 1+02+1+02+1 2 1+02+1+02+1 2 K.13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI -(3/16" A..090, 3/16" HS) 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 L. 13/18" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16' HS) 60.626 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+432+1+02+1 3 1+02+1+02►1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 64.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+02+1 3 1+432+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 83.000 1+02+1+02+1 3 1+432+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25314" MAX FROM CORNERS 60.030x 38.378 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. Q.C. 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 TABLE KEY: 80.628 1+02+1+02+1 3 1+02+1+432+1 3 1+0241+02+1 3 1+02+1+02+1 3 1+02+1+42+1 3 1+02+1+02+1 3 X 0 X 64.000 1+02+1+02+1 3 1+02+1+432+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+C3+1+C3+1I 3 -ANCHOR QUANTITY PER JAMB 60.000 1+02+1+02+1 3 1+432+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 63.000 1+02+1+432+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 HEAD AND SILL ANCHOR QUANTITIES 66.000 x 38.375 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 A CLUSTEREACH E (3) ANCHORS U CENTERED ON EACH MEETING RAIL PLUS (1) 48.000 1+02+1+432+1 3 1+432+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 ANCHOR AT EACH OPERABLE VENT 60.626 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 PLUS (1) ANCHORS AT FIXED SECTION. 84.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL 80.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 (3" MIN. O.C. ANCHOR SPACING) 63.030 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 74.000x 38.376 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 I 26 314" MAX.3' 48.000 1+02+1+02+1 3 1+432+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 r - MIN 80.625 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 L 9" REF. 1 1 1 a 1+ 1 64.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 X �`� 0 X 60.000 1+02+1+02+1 3 1+432+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 r- PRODUCE REVISED as complying with the Florida 83.000 1+02+1+02+1 3 1+22+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 MTG. RAIL, TYP.- Building Code 5- :9 - 84,00x 38.378 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 3 1+02+1+02+1 2 1+02+1+02+1 2 EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS Acceptance No • s "'"4'•1D°te IT'A � 1 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 °. // ' O ' 80.826 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 9+02+1+432+1 3 1+03+1+03+1 3 (SHOWN IN TABLE KEY ABOVE) r • • • .„i 1'1 Product Co 64.000 1402+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3' 60.000 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 4 1+03+1+03+1 3 1+03+1+03+1 3 25 3/4" MAX. 63.000 1+03+1+03+1 3 1+02+1+02+1 3 1t03+1t03+1 3 1+03+1+03+1 4 1+03+1+03+1 3 1+04+1+04+1 4 et • i 1 1 /2" TYP. N • • • • ��,i+Itttiti,� 86.437x 38.376 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 3 1+02+1+432+1 2 1+02+1+02+1 2 • I arx • •• •• •41 •o .s. 0�l LYNN h//��,�i�� 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 9" REF. • X • 403 • • • ' •• I • •X • • • ,,,,o i�` •• �,�GEN E .••F,p 60.828 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 T • . •• • • • • • •• .: •.�r �_ �' 84.000 1+02+1+02+1 3 1+02+1+01+1 3 1+03+1+03+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 _ • NO. 58705 60.000 1+02+1+02+1 3 1+432+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 4 1+03+1+03+1 3 1+04+1+04+1 4 MTG. RAILTYP. OF ANCHORS - - '- ..-0, :� 63.000 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 4 1+133+1+03+1 3 1+04+1+04+1 4 EXAMPLE•CLUSTER W/ QTY. (4) • �, f 7.12.F : ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE) 8 SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2.3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V 2 Wy x ,• 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 1+02+1 2 1+C2+1 3 1+02+1 3 1+02+1 3 1+C2+1 3 1+02+1 3 1+02+1 3 1+02+1 3 1+02+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+02+1 3 1+02+1 3 1+02+1 3 1+02+1 3 1+02+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+03+1 3 1+02+1 3 1+02+1 3 1+C3+1 3 1+02+1 3 1+C2+1 3 1+03+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 1+02+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+02+1 3 1+02+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 1+02+1 3 1+C2+1 3 1+03+1 3 1+02+1 3 1+02+1 3 1+03+1 3 1+02+1 3 1+02+1 3 1+03+1 3 1+C3+1 3 1+02+1 3 1+03+1 3 1+03+11 3 1+02+1 3 1+C3+1 3 1+C3+1 3 1+02+1 3 1+C3+1 3 1+03+11 3 1+C2+1 3 1+03+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02+1 2 1+02+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1I 3 1+02+1 3 1+03+1 3 1+02+1 3 1+02+1 3 1+03+1 3 1+02+11 3 1+02+1 3 1+03+1 3 1+03+1 3 1+C2+1 3 1+03+1 3 1+03+11 3 1+02+1 3 1+C3+1 3 1+03+1 4 1+02+1 3 1+C3+1 3 1+03+1 4 1+C2+1 3 1+C3+1 3 1+03+1 4 1+03+1 3 1+04+1 3 1+03+1 4 1+03+1 3 1+04+1 3 60.000 x 38.375 48.000 50.625 54.000 80.000 63.000 1+02+1 3 1+02+1 2 2+02+2 2 1+C2+1 3 1+02+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+03+2 3 1+C2+1 3 1+C2+1 3 2+03+2 3 1+133+1 3 1+02+1 3 2+C3+2 3 1+03+1 3 1+02+1 3 2+C3+2 3 1+03+1 4 1+02+1 3 2+03+2 3 1+03+1 4 1+02+1 3 2+03+2 3 1+03+1 4 1+03+1 3 2+04+2 4 1+03+1 4 1+133+1 3 2+04+2 4 1+03+1 4 1+03+1 3 2+04+2 4 1+03+1 4 1+03+1 3 2+04+2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+02+2 3 1+02+1 2 2+02+2 3 2+02+2 3 1+02+1 2 2+02+2 3 2+02+2 4 1+02+1 3 2+03+2 3 2+02+2 4 1+02+1 3 2+03+2 3 2+03+2 4 1+02+1 3 2+03+2 3 2+03+2 4 1+02+1 3 2+03+2 3 2+03+2 4 1+C2+1 3 2+03+2 4 2+03+2 4 1+02+1 3 2+03+2 4 2+03+2 4 1+03+1 3 2+G)+2 4 2+03+2 4 1+C3+1 3 2+04+2 4 1+03+1 4 1+03+1 3 2+04+2 4 2+03+2 4 1+03+1 3 2+04+2 4 74.000 x 38.375 48.000 50.625 54.000 80.000 63.000 2+02+2 3 2+03+2 4 2+02+2 2+02+2 2 3 2+02+2 2+03+2 3 2+02+2 3 4 2+03+2 4 2+02+2 2+02+2 2 3 2+02+2 2+03+2 3 4 2+133+2 4 2+132+2 3 2+03+2 4 2+03+2 4 2+02+2 3 2+03+2 4 2+03+2 4 2+03+2 3 2+134+2 4 2+03+2 4 2+03+2 3 2+04+2 4 2+03+2 4 1+03+1 3 2+03+2 4 1+03+1 3 2+04+2 2+04+2 4 2+03+2 5 4 2+04+2 5 2+03+2 2+03+2 3 4 2+04+2 2+04+2 4 5 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/16" LAMI - (1/8' A,.090, 1/8" A) B. 5/16° LAMI - (1(8" A,.090.1/8" HS) C. 5118" LAMI - (1/8' HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16' A,.090, 3/18" A) E. 7/16° LAMI - (3118' A,.090, 3/16" HS) F. 7116' LAMI - (3118' HS,.090, 3/16' HS) O. 13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 5/16' OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMA IG - 1/8" OR 3/18" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/18' LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI - J. 13/18" LAMI IG - 1/8" OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7/18' LAMI - K. 13/16" LAMA IG - 1/8" OR 3116" A (MIN.), 3/16' OR 1/4° SPACE, 7/16" LAMI L. 13/16" LAMI 10 - 1/8" OR 3/18" A (MIN.), 3/16° OR 1/4' SPACE, 7/16" LAMI FOR INSTALLATION IN THE HVHZABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. - (1/8" 4.090,1/8" A) - (1/8" A,.000, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) - (3/16" A,.090, 3/18" HS) - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: O X 12+0}3+2 ! 3 H --ANCHOR QUANTITY PER JAMB LLI 9" REF. 1 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 183/4" MAX. - )-3" MIN. 183/4' MAX. • •• • 1 1/2' TYP. iiMie • 9" REF. MTG. RAIL EXAMPLE CLUSTW/ QTY. OF (w4) ANCHORS • • It • • • ••• • • • • •• • • • • LM. euadrx J.J. J.Rlawn), Da* 4/16 10117/11 885111 F Rrdasse E 0 NO CHANGE 7HISSHEET NO CHANGE THISSHEET 10 CAPTOBETEMPERED +SEPT NOTE 8s�sp1: FJC 2011/88 atabop 9/2VQ8 t0781ECHNOLOtIY DRIVE N. VENICE, PL 94278 PA. BOX 1505 NOMI. FL 34474 PcT 1R,,1blr BatBar ANCHbj7$GE$SPAG1141Q, 1OAISID FCO• WIND•OI*fS ALUM I4ORIZ N AL ROPLE INDOJAL _ HA7ww NTS 10 N 11 I ��4127--10 F PRODUCT REVISED as complying, with the Florida Building Code Acceptence'No I5'%) ) " 05, • kation Date By Miam ,.\``,`qN (LYPJN .1/(( ////,i ;‘' No.58705 a- r� in;: LL STAE O:/41: X7,7 LYNNIxkL_� F ; A. ilP.E. P.5.5 88705kk ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 314" MIN. E.D. TYP. 1" MIN. EDGE • ••; : NOTE 1 114' MAX. SHIM 2x WOOD BUCK, NOTE 3 1318° MIN. CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4" MAX jl I MIN. SHIM WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 " MIN. EDGE CONCRETE ANCHOR, NOTE 1 114 MAX, SHIM -11 1x WOOD BUCK, NOTE 3 1 INTERIOR DETAIL F (JAMB DETAILS E, F & I) EXTERIOR 1 114" MIN. (1.5 KSI CMU) q OR PER NOTE 1 " (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 13/8° MIN. OR 114" SS4 CRETE -FLEX EMBEDED 13/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (05) OR 1/4° SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS A THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 808345 AND A MINIMUM OF lir THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 1 3/4" a EXTERIOR INTERIOR °• °MIN. E.D (HEAD & SILL DETAILS A, B, C, D, & H) TYPICAL FLANGE FRAME JAMB SECTIONS F MIN. 3.4 KSI CONCRETE 1/4" MAX SHIM 3 •• NOTE 1 1 3/4" MIN. E.D. TYP. 2x WOOD DETAIL C BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 114" MAX SHIM �." • MIN. EbGE DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS MIN. SEE NAILING 2-1/2° MIN. EMBEDMENT DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. SEE NAILING MIN. EDGE 2-1/2" MIN. EMBED 5/8° MIN. EDGE 5/8" MIN. •• ••• • • 2-112" MW. • • • •• • • • • •• ••• •• •• • • DETAIL I (JAMB) • • • • SEE *AILING • • PRODUCT REVISED as complying with theFlotlda Building Code Acceptance No 1540.. 1 imtion Dale 111736, n M Dade Product ‘‘`i`7111.YN1Y7�(i/' s',.• .• �,\CENSC'••. st- 1 G (SILL) TYPICAL I G IN FRAME SECTIONS •'. Gt -7 No. 5,8705 �1l-,F 2 1S : r p • • • • • •• ••• ; (•j '• STATE F eGT.ANCHbj�4GP�DET1149 • • •• . •.. •• i%�F` ' FtoN1nP• ' Ci ALUMPIORIZUTAL RaLEMI ' 1 ��.1,� a LY P.E.# 68705 P.E. P.E086705 DETAIL L.dt 1un/0y J.R. cab: 8/14'16 1W177N mauve F raMoa E CORRECT OPTIONAL BOCK NO7ETOIN LUDECMU NO CHANGE THIS SHEET f11 NO CHANGE MO SHEET tam 2/28108 06uhdys J.J. nor 3/23/011 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 PA. BOX 1529 NOKO668, FL 34274 Visibly Ratter HR710 Bak HiJf Mwer d 11 NDOJIi(, �blP R 04.090.4127-10 I` F ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0410 • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mlamidade.eov/economy This NOA is being issued under the applicable rules and regulations governing the Jill of cSnstry tion materials. The documentation submitted has been reviewed and accepted by Miam1 •Dade Cod rrty� RER- Product Control Section to be used in Miami Dade County and other areas where al&Med' by the ptuthority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miam -1 ida Coma • lloduct • Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miatu J�v4e Couny� des erne the right to have this product or material tested for quality assurance purposes. If this ptoduct.gc inaterral fails to perform in the accepted manner, the manufacturer will incur the expense of roll tasting and the AHJ may immediately revoke, modify, or suspend the use of such product or material •witfiinl their iuris4iction. RER reserves the right to revoke this acceptance, if it is determined by Mianti-D g County'llir'oduct. Control Section that this product or material fails to meet the requirements of the applicable buildiiigegde, . This product is approved as described herein, and has been designed to comply with the Floridd Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -750" Outswing Aluminum French Door w/ Sidelites _ L.M.I. APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, impact', sheets 01 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance, number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT 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. REVISION 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. 11-1013.24 and consists of this page 1 and evidence pages -E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. . .• • . . L61,01-"'` NOA No. 14-1117.05 Expiration Date: February 24, 2020 Approval Date: February 19,'2015 Page 1 • • . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, p;eked by manufacturer, signed and sealed by Anthony Lynn Miller, P. E.:•• •' • • • • • • ••• (Submitted under previous NOA No. 11-1013.24) • •• • • •• • •••••• • B. TESTS•••••• •••••• • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • . 2) Uniform Static Air Pressure Test, Loading gqr f , TAS• (72--94 3) Water Resistance Test, per FBC, TAS 202-841• • • • • • 4) Forced Entry Test, per FBC 2411.3.2.1, ancJTAS:202-94 •• •. • ••. along with marked up drawings and installation diagram of an.aluxfi.inum sh.amg glass • door using a low sill threshold, glazed with 7/16" laminated glass, pied by: • • •' Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05120/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.10) 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, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under. previous NOA No. 05-0419.03) 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 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 doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) • •• • • Jaime D. Gascon, ' . E: Product Control Section Supervisor NOA No. 14-1117.05 Expiration Date: February 24, 2020 Approval Date: February19, 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 202-9d••••• along with marked -up drawings and installation diagram of hr1 aleuminum• bbbs of 0)0(0 configuration, prepared by Fenestration Testing Laboratiw. Jpc., Teitt reports No.'s FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, t i•signed and sealed • by Edmundo J. Largaespada, P. E. (Submitted under previous 11'O' slo. 01.9419.03) e 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 X94 •••• eee. 2) Cyclic Wind Pressure Loading per FBC, T4$'9Q3'-94 • • e along with marked up drawings and installation diagram of•analuminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, inc., Test Reports, No.'s FTL-4529, dated 02/14/05, FTL-4530, dated 02114705, 371•,41311., dated, 09/01/04, all signed and sealed by Edmundo J. Largaespada, P. •••:•• • ee• (Submitted under previous NOA No. 05-0419.03) 6. 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 an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition 2010, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04109 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 PVB Glass Interlayer" dated 02/19115, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.15 issued to -Eastman Chemical Company (MA) - for their "Saflex CP - Saflex and Saflex'iIP Coinliosite Glass Interlayers With PET Core" dated 06/19/14, expiring on 12/11/18. Jaime D. Gascon,. E. Product Control Section Supervisor NOA No. 14-1 117.05 Expiration Date: February 24, 2020 Approval Date: February 19, 2015 E--2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. •..• • • F. STATEMENTS •• •• .••• •"••.• •• . . ... 1. Statement letter of conformance to FBC 2010 and complying with•FBC'S': E4ition • (2014), issued by manufacturer, dated 11/06/14, signed and scald(' iiy A. LynrrMiller, . •••• P. E. •• • . 2. Statement letter of no financial interest, issued by manufagtet•,. dated 1 1:06/14, • signed and sealed by A. Lynn Miller, P. E. • • • •.• OOOO 3. Department of State Certification of PGT INDUSTRIES„ IPVf as a for profit . • corporation, active and organized under the Iaws of the State 8f F1d a:,dated• 01/27/15 and filed by Ken Detzner, Secretary of State. • • ••• • 4. Statement letter of conformance to and complying with FBC 2010; .•issued by • manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No. 11-1013.24) 5. Statement letter of no fmancial interest, issued by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No. 11-1013.24) 6. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer. is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No. 11-1013.24) 7. Laboratory compliance letter for Test Report No. FTL-5941, issued by Fenestration Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.10) 8. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Submitted ruder previous NOA No. 09-1028.10) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-1117.05 Expiration Date: February 24, 2020 Approval Date: February 19, 2015 E-3 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 9. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06, FTL-4527, dated 02/10/05, FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04 and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, hid.; all signed and sealed by Edmundo J. Largaespada, P. E. • • • • • •" (Submitted under previous NOA No. 05-0419.03) •• •• •• • G. OTHERS • •• • •••• •....• 1. Notice of Acceptance No. 11-1013.24, issued to PGT Industrie.% f flt their Ser. es:FD • - 750" Outswing Aluminum French Door w/Sidelites - L.M.I.; approved Qs:11/24/11 and expiring on 02/24/15. • .. . • • • . • • • •• • • • • •• • • •• • •.•• • • • • • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-1117.05 Expiration Date: February 24, 2020 Approval Date: February 19, 2015 E-4 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7115" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7118" LAM( CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) LITE!OF 3H8" HEAT STRENGTHENED GLASS WITH AN .076 VANCEVA INTERLAYER. 0, 7(18" LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/8° LAMI I.G. CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/18" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.090 PVB, 3/18" HS). F. 718° LAMI I.G. CONSISTING OF (1) LITE OF 3/18" TEMPERED GLASS OUTSIDE.1/4" AIR SPACE AND (1) 7/18" LAMI GLASS ASSEMBLY INSIDE (3/18" HS,.090 PVB, 3118" HS). G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/18" LAMI GLASS ASSEMBLY INSIDE (3/18" A„076 VANCEVA, 3/18” HS). H. 7/8° LAM( LG. CONSISTING OF (1) UTE OF 3/18" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/18" LAMI GLASS ASSEMBLY INSIDE (3/16" HS..076 VANCEVA, 3/18" HS), 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.02. 3. CONFIGURATIONS: Z(,( ? , CO� X, 99X0. ?cm, ;coca, Q OR OXXO WHERE Q REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. TWO ANY TWO ADJACENT &UNITS CAN BE EITHER SINGLE, X DOORS ORA DOUBLE, XM DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, CLX, AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4.Z CHORALE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 6. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 71 REFERENCES: TEST REPORTS: FTL-4311, FTL-4312. FTL-4315, FTL-4627, FTL-4528, FTL-4629, FTL-4630, FTL-4921 AND FTL-8941. L9 ANSUAFBPA NDS -2006 FOR WOOD CONSTRUCTION • ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). R1.OB7. a,e° Jft 094VV9 O A!>OSDfSSrRBPORrtRumERa. R j.o. sow O NOONM'OFBNil SHIRT Rwee7f Sega RRR�1�•sa �lonyl ssSA WSW, p MON f 0 CODS CAME •• ••• • • •. • • • • • • • • • • • • • •• • • •• •• ••• •• • •. • • • •• NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 2 3 ELEVATIONS 4 VERT. SECTIONS 6 HORIZ, SECTIONS 6 PARTS LIST 7 EXTRUSIONS 8-9 ANCHORAGE 10-12 DESIGN PRESSURES VOSS' )BUIIOa/OCOMANQ0$ AYMANIAL WARS atm* 12/.19/04 oast ze�ex 4/8/05 fora TECHNOLOGY ORAN Noxam; FL. SOW aaagxlasa NOKOAff$ a1.84274 •• E BRAT. N6 ES AO ARMING MAP :.ALUM. •*Elm DOOR" 9IDff LITES, IMPACT • a,•wed,c • FD760 a +8n FULL 1 ea„c *lb • w 8000.11 181 PRODUCT RENEWED Eis complying villa the Florida Reding Code A „tt1t11ilf/, \,YNN Mu7F,Qii�. NSE *'. 1345%. sr4v3f 'ofeSIOtdA� o% A. LYNtJiak A.E. FL P.E•558705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • •• •• • ••• • EXTERIOR 4--► 7/16" NOM. —�- + 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .080" DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 3116" HEAT STRENOTHENED GLASS 91 OR92 ti GLAZING DETAIL 7/16" LAMI GLASS W/ PVB INTERLAYER 5/8" GLASS BITE INTERIOR EXTERIOR SETTING BLOCK 7/8" NOM. + ► 7/16" NOM. 3118" ANNEALED OR HEAT STRENGTHENED .GLASS .078' VANCEVA INTERLAYER —► +-3/16" HEAT STRENGTHENED GLASS 93 OR 94 0 M 1 � 5/8" GLASS BITE ti GLAZING DETAIL 7/16" LAMI GLASS W/ VANCEVA INTERLAYER INTERIOR SETTING BLOCK 3/10' TEMPERED GLASS AIR SPACE 3/10" ANNEALED OR HEAT STRENGTHENED GLASS . .090' DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3/18' HEAT STRENGTHENED GLASS 95 OR 96 5/8" GLASS BITE EXTERIOR t ,1 INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER mnaeR Ronde, Aft WOW Oix 0O no NOCNA 168 nos war ttmaex tte WNW 12123/04 O w IMCMMJORAQ86JOE! Dow 418/05 7/8" NOM. 3/16" TEMPERED GLASS AIR SPACE 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .076 VANCEVA INTERLAYER 3/10' HEAT STRENGTHENED GLASS EXTERIOR 5/8" GLASS BITE INrE:•• • • • G4.04kiRIGDI`3AIL' • NGet,OCK 7/8" LAMI I.G. GLASS WI VANCEVA INTERLAYER 1070 TECHNOLOGY ORM MOM, 1,1 44276 P.O. BQX 2640 MOXOM(a F& 374 GLARING •!3�'is41/.S .• . • • p" ••• • • • . AWI?4. gR IOWA'S SIDE LITES, IMPACT • • L4 2.7!92 rLawton*800011 togradode • 10750 IE eimover>eevissn �T 1diB the Fte, Codshob ••• • • • • ••• • • • •• • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • Table 1. Maximum Design Pressures (psf) Configuration ' Width (In) Allowed Glass Types Height (In) 79 3/4" (68) 83 314" (70) 87 3/4" 91 3/4" 96 3/4" (80) French Door X 37" (3°) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80,0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 )0( 71 3/4" (6°) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 SIdellte Full Jamb 3811/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 " -80.0 +70.0 -80.0 0,0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Narrow JambA, 30 11/18" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3311/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 3811/16" 4, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 480.0 C,G +100.0 -100.0 +99,9 -99.9 +98,3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100,0 -100.0 +100,0 -100.0 • Table 1a: Glass Tend Test F ort Number A - 7/16" LAM! (3/16"A,.090 PVB, /18' ) B - 7/16" LAMI (3/16"HS,.090 PVB, 3/16"HS) C - 7/18" LAMI (3/16"A,.078 VANCEVA, 3/16"HS) D - 7/16" LAMI (3/16"18,.075 VANCEVA, 3/16"HS) E - 7/8" LAM! I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.090 PVR, 3/48"HS) F -7/8" LAMI LG. (3/16T, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS) G - 7/8" LAMI I.G. (3/16"T, 1/40 AIR SPACE, 3/16"A,.075 VANCEVA, 3/16"HS) H - 7/8" LAMI 1.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.078 VANCEVA, 3/16"HS) PTL -4311, 4312, 4315 UPGRADE FTL-4311, 4342, 4315 FTL-4527, 4628, 4529, 4530 UPGRADE FTL-4527, 4528, 4629, 4630 FTL-4311, 4312, 4315 UPGRADE FTL-4311, 4312, 4315 FTL-4527, 4528, 4529, 4530 UPGRADE FTL-4527, 4528, 4529, 4530 •• ••• • • • • • • • • • •' • • •• ••• •• • • • • • • • • •• •• • • • • • OVERHANG HEI . NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL-5941) OVERHANG �. LENGTH PRODUCT MOWED AScomplying it the Merida Building Acapulco No 177 .._"'Control OS wnd8n awe BP F.tc 0 F.G •,r 101240 Odefiabkew MEW 007870 Rektor • 0 O loDITE rAw,e M ToA8rdME 00092 AMMO NOTEMAORP.N FOR LOW 1416141 NO Oftyfel8 Mesmer 1023104 an**de* 086, 48105 1070 TECHNOLOGY ORM N°MWM9, '134776 P.0.OQX M079 NONOMe, 10.94374 • •• DESIGN PR 'SSURE. • • • • .ACUIDI. L•�/ DOOR1!< 3ID LITES, IMPACT +yr • dd a7me • NTSJ 3 • a 72 l• 800041 Forty 14- • • • 4- .`�l�.•vCENS�r •.P <. � * :fr . 587006 k 06 `q t �: STATE ; • ,�f[1 ''/o SS/ONALS E `‘ A. LYI'I/4ILLA, P.E. FL P.E.# 88705 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• H7313/18" MAX. WIDTH -1 953/4" MAX. HEIGHT ALL C ij OX OR XO 26" MAX. DLO ALL 2S UNITS 110 518" MAX. WIDTH • • 4 A• %r 145 318" MAX. WIDTH • • • • • QXO OXXO (SHOWING EACH VERSION SIDELITE) h+—X13/4" MAX, WIDTH 3811118" MAX. WIDTH 26" MAX. DL 3811/18" MAX. WIDTH 33 3/18" eDODUOT RRVISRp • =With tbi FMdd% tido PRODUCT RENEWED a+aa•WY616with theFladda BaltdingCodo Aorapt•tao No 1 Dela Mimi Dade Product Control XX NOTES: 1. CONFIGURATIONS WffH SIDE UTES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 19. 3. FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 8. 13444e12 dmx RAW= rwoFer *At MAW 8 1104434303716812H56T Erdsbak dlY2 60 0 Xo n*$6> l• Rana Da:mow , NOGLtWOH81lU.9SHEET *7. 1 •• ••• • • • • • .• • Q (ettlaL JArtil• ::: � •• ••S •• ••• ••• •VAVROW • JAMB) •a•� • • EXAMPLEE tVATI0 . .•• ALUM F LCc W_ DA f SbiLITES, IMPACT AS 4 •a•9•l " 800041 a� f07ATEGlNoLwoyDRN8 NorcoM=R a s49rs AA8QXM 30140MI9, a 34274 ‘01111ttttr, aLYNN h1/1::ii/ `4a�•'pENSCc.••�Q �i: *epi No. 96/05 Ati TIr . O .. sTATE t " . . A. LVNIIIMILLER, P.E. FL P.E.#55705 ••• • • • • ••• • • • • • • • • • • . ••• • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD 001 �' O 40R7 0 ORIGINAL VERSION TOP RAIL ALTERNATE VERSION TOP RAIL VERTICAL SECTION B OUTSWING HEAD MAX. HEIGHT ORIGINAI. VERSION BOTTOM RAIL ALTERNATE VERSION BOTTOM RAI VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL Weld*, Rradgp alt PJG Peke Offatt Debt Dor MIRO Oga R.k*me 0 VERTICAL SECTION D OUTSWING SILL REWSOITEM& BtrowALT€RJtiiivr PNNOBofIOMRARt7CeRVstgi. A0480401VRROOOA NO MVOESIHRHONfir aaa 4/0/00 I I0707RONNOLOOYOWE NOXOMIB, R.3405 P.P. MUM NOX fL 3d274 a ••• • • veRVCAC SECTID s ••• •••• . . ALth2 FA•%iMCH boen'a &D ut3 s, TACT Cwee•bdk $M Dewe . rd"'"" NK roma 1/2 1 6 n 12 800041 ' E out I I II I IL, ``�‘� �.{ LYNM yu ��ii/i � �� •' VCENSF 4F.Q ,: *' No. 68708 ' STAT A. LYE4168041 L R, P.E. PL P.E.0 58706 ••• • • • • ••• • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • ••• • • • • • • • • • •• •• OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE *--A‘ =Op V NOTE: ASSEMBLY HARDWARE QTY (3), 11" FROM TOP & BOTTOM AND ONE AT MIDSPAN DETAIL J SLAB AT. GLASS BED INTERIOR DETAIL G STILES AT ASTRAGAL' DETAIL F FULL JAMB_ SIDE LITE (AT HINGE JAMB) SEE NOTE SEE NOTE EX[ERI9R PRODUCI1WN6W13D as oomplyhlg with the Florida Building Coda Acceptemo No • • • • • DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) JC tom Rafter • NOOHAN0000981400Y ea4ama oaw+N+awag 0 NO CHANOE0710500Et DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) Oda 414/Bma tc78'(EFWtMW@YDRIV8 NOXOA88, 14.3075 • Act EQX 1821 NORMA F134274 JAM r- hktA • JAtah3;NARR2OW SIDE UTE JAMB SIDE LITE ••• • • H6RROlality. 840,71011 DETAILS ' : • FRBNCH 60;)14ilDtoga • E ILlTis, fMACT _( FDno 1/2 6 a 18 8000.11 E .\ ‘s.84 a „ 0106 igeov FLORo'•'41 ''�ty��;; A. LYNN A LI.cic, P.E. FL P,E,@ 58706 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • • • • •• •• 141750 DOORS) Ir52410WD91 DESCRIPTION 1 POTS EHA618XIIPARTS PRAMB•HEAD&HINEDJAMB 68006 1 8606 2 80036 ODTSWINOSRL 68003A 3 80010 QoxT4WINOSIIJ.COVER 680040 4 8008 Dr CAP 68008 $ HPAD.MIL&JAMDWPATHERSTRIP(SCHLWAL) 08333728500 6 8007 8C88W COVER 68037 7 8009 INSTALL PLATS 68009 8 •-••--• PRAMBASSEMBLYSC REW 68 X 1• PIIQUAP - 781PQA 9. 8032 ASTRAOA4111913SEAL 48032 10 . 8058 D 849/11 .OSIL4(IOW RISK) - 41058 3ODR PANEL 5 -•--•- WAD. S1M.&IAMB WEATHERSTRIP (8CHU10A10 U8333719500 20 8013 871 43 69112 21 8084 TOP RAIL. (THREADED RODORDEN) 68014 22 8013 BOTIOMRAII,(THREADEDROD DESIGN) 68013 223 8017 TOPSWIS•P 68017 24 8016 1837TQMSWEEP 68016 25 ---- MEN SCREWS 84X1/2'PH14PN 74 8815 ASTRA(1AI,ACIIVS&1NACIIVE 68015 27 101868. OMR HMV, JAMBS= 680218 78 6904' 538AR191439.COVE1 61020A 29 6988 iiPgjf TVg.r4AMU8 'U.T8 68018 30 80194 MAR HIKES PQORSWB 680194 30 8035 839AR11040013EA9I863 68035 31 xi! pan 632 xI/4" 33 ••-.-.e-C 4RHNCR MTA ISCREW 812x3/4"TRUSS HU ' 34 "---1. 4FARHINckt MTaSCREW 412811/3' TRUSS HD. 39 ..,..-.-. 01938132131035/16.18X36" 6.(1{,O0A 36 •--- PIA18136911WC6871'5/1648 799086014 37 8339 TRUSS CLAMP' 60378M 39 0449' R{ATFHMECHANISM (ASHLAND) 39 8010 =ppm 48030 40' ---- . LATCHASSYYSCRBWS68X2' SSDamn Hu 38X2T1AX 48 8337 $I$ 8606TWX.TROD(8ULUVAN) 41 8413 62/,NDAR(7PWSH8OtT8 W/ as ROD (SULLIVAN) 43 8081 SHOOTBW3'OUIPR 48031 44 ---•.- MOOT DOI.TOURJR&STEI9BSCRBW &32X3/8' SSPHIILTRHD 710138PCTX 45 80 Ram 8TRR(BPIATEATASTRAOAL(ACTIVBL0P1wDIW1) W54I04381 46 80381, L$`I'•BTRI$RPIATBATASTRAGAL (AC17VSHINWDRUHIr) WS1104691 47 ----• STRIKRP1.4TESCREW88.72X 3/8' SSPHUIRHD 74X3SP8TX 48 --- STEIKBPIATRMIADLBSCRWW 6&4X I/Y PH 7612PPTX • 49 8036 STRIKBP(ATBATHEAD &SRL SO •--- BEAD BTKIKB6'CIOR1VSSS8X 1/217MU•PH 78582AX 51 ----,. VIIIKBPIATBSCREWS038I1LSS 8 X 1/2PH11LUNDII(CUTPI( 78XIZPPHUX 52 8041 ACIIVBTRIMSBF(ASHLAND) 53 '8012 PAMrv13TR[M8611ASHIAND) 54 8474 S:rAINLIi38TUE.PASSIVRIACK(0AR(ASHL iND) 55 8014A TOP RAIL MOB= DEMON) 68014A 56 8013A 1011DM RAIL RAO DOLT DFEC8.1) 68013A 57 -••--•- 5/16 421/2' IA083US 7516WOLTX OWt 10/1¢08 o•x owes Win 0M19'fP Vela 12,23/04 NM• 6/66. Itatam SF UPQAfaaEM& A00 MP 6& 68 8684140 @¢ A0920LOW Ran Sat NOCHANO&91169& EEF 0.43/05 6813759 Mg. JAMB SIDE LIFE 8201: DW(39 DESCRIPTION I 8006 PRAMS• HEAD, S1IL& JAMB 66006 4 8008 DRIP CAP 68008 9007 SCREW COVE( 68007 7 8009 INSTAI..PIATB 68009 PRAMBASSEMDLYSCREW 88 X t' PHQUAD 78JPQA 20 8012 STI( 6801,2 21 8014 TOP RAIL 69014 22 8013 BOrrOM RAIL 68013 35 THRRADI+D ROD 5/16.18X36' I TRODA 36 PIAE(OBD HID(N(JT 5/1618 799I88UTA 37 8039 TADSSaAMr 6037886 CO 48X3/4' PH SQDRIVETEK SCREW 78X34PSTW 61 0038 SIDBUTBII$ADTRIM 68038 62 8029 SIDBUTBJAMBTRIM 68039 7/33750 NAR OW JAMB SIDE LITE 8006 FRAME- HPAD&SILL 64006 4 DRIPCAP 68008 6 8007 SCRRW COVER 68007 7 8009 INSTAU.11AT8 68009 8 21 •« j MBRA,SSEMBLYSCREW 0$X 1" PH QUAD 8014 22 8013 TO? RAI. 118771001 MU. 68314 68013 35 TIIREAD313 ROD 5116.18 X36' 6TRODA 36 37 8039 60 PLA1108I4 NUT5(16.18 T142830AMP 88X3,4• PHSQDRIVBTBKSCREW 74203JUPA 60)78M 78X34r8TW 61 8086 $II2UTBHPADTRIM 680/4 8010 PRAM IAMB 68010 ASSEMBLYKIT 80 80330 7/8194(:11 D00RASSPMBLYUVAM 680330 81 1'7044X21/2' PH SCREW 82 910.24HRXNUT 83 082X 11/2' TRHDTAC SCREW ,SUBSRL(OPTLONAL) GLASS, BEAKS & SWICONB 84 61056 90 91 131A21NQSMIANT,PO,W CO 810899 983,995OR13QUIVALERr 7/16• LAMINATPDCLASS (3/16' ANN490PV0, 3/16' HS) 92 7/16" LAMINATEDGLASS (Me L6,.090PV0,3/16' 188) 93 7/16' LAMINAT7DOLASS (3116' ANN.„078 VANCJCVA, 3/16• HS) 04 7/86' LAMINATED GLASS (3316 84.4„.075 VANCUVA, 3116 H6) 95 96 7/6' IAMI Loi(3/16 T, U4' SPACE, 3/W ANH,.090PV0, 306' Hs) 7/81 !AMI 113.p/16 T, I/4° SPACE, 3/16' LLS,„090PVB,3116• HS) 97 7/8° RAMI LCL(3/16' T, I/4• SPACE, 3/86 ANN,.075 VA)QCBVA 3/16 HS) 98 IM 8072 106 8026A 7/8' LAMILO.one T, 1/4' 8PAC9 3/86 BRAS VAteiNA,SIL6 A8) • •. • • 6 • • •• 4 RACK BEAD S4RACKBPAD • •• • • 4 107 8023A 7/86' ROAD • • • • r • • 108 80241 7/8' 10 BEAD 7680_468 • •'0331 68024A • •• • • • • • • • • • •• 109 1224 MNYLMRS WSTP(rRIM 6TP247 10 NTEICHKOLOOY DRIVE O WA%34FL 342 A.0! BQ0(1620 HOXOMIR FL MN W$ ••• • '• • • AI UM FF€ WCH DORi910DELL1TE, IMPACT F0760 M 8000.19 4.•• • 7 a 12 ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • r 1.000 1- ---3.838 - #8006 6063-T6 `J FRAME, HEAD, JAMB AND SIDELITE SILL .002 1.038 #8009 6063-T5 INSTALL PLATE .100 1.938 8.250 —'-1 1.278 !o- .062 3.636 d -I 2 #8003A 6063-T6 2 OUT -SWING SILL .062 .583 1-1--3.636 3.636 ' 1 AG) #8056 6063-T6 OUT -SWING LOW SILL 2.236 .050 ttU - -1 1.353 V #8004C 6063-T5 A OS SILL COVER ,6-,;\#8013 6063-T6 BOTTOM RAIL .100 1 8.250 #8013A 6063-T6 56 BOTTOM RAIL, LAG BOLT DESIGN a 2.000 L O#8008 6063-T5 DRIP CAP 20 #8012 6063-T6 STILE 21 #8014 6063-T5 TOP RAIL #8014A 8063-T5• • 55 TOP RAIL, LAG BOLT DESIGN • #8017 6063-T5 (,;-,i) TOP SWEEP .707 j 2.240--►{ 24 #8016 6063-T5 \ffYBOTTOM SWEEP .07533 ocalgYing 1 170 2.544 .. • ' 2$ AN; P *; pes3s� 63'76 •• • • • • • • • • •• ••• . •• • • • •• 11.1604 .040 #8007 6063-T6 SCREW COVER PRODUCT RENEWED Bee tblheF7orfde too:13,mm No Dente Wase LYINNOW ttrAtkox 0 1.41eRAe$RFAL$A. POO o Avoiro nseus AtiosacvnmexmusioNsneer. NO MAIMS 7768 SHEET 12/23104 Voter ts>sMeNt01.00YDRIVE NoKOMA Ft 34275 P.414X fd2s NOKO.30s FL 84274 e,„• • • • • • • E RtIS1c1V PROlLCS: : : • w i LlM/ FREMCH DOAK & 8 ELITES IMPACT Form r1/2 8 Y 12 8000.11 I E ••• • • • • ••• • • • • • • •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • • ••• • • ami tml ,j1 t11111/f/ '.•`'y LYNN Fq/'. h -2.260-----i 076 27 #8021B 6063-T6 GEAR HINGE, JAMB .742 353 .072F1- 28 #8020A 6063-T6 GEAR HINGE, COVER t-�------3.776 .126•.050 11 .326 #8028 6063-T584 #8056, 6063-T4 61 SL HEAD TRIM SUBSILL, OPTIONAL .045 T 2 .065 1_ 045 ®#8022 6063-T5 ,c4..#8026A 6063-T5 BACKBEAD SL BACKBEAD Romeo Rtfaitg tamer .ER AEC Dow t•v4Aio ata POW 0%WD 12!2.104 29 #8018 6063-T5 HINGE, BACK-UP —.075 30 #8019A 6063-T6 GEAR HINGE; DOOR .082 3.838 70, #8010 6063-T6 NARROW SL JAMB .760 .046 �+{ ..818 I -+--- #8023A 6063-T5 1Kfi 0 7/16" BEAD -r 1.000 .040 .867 I -.-- #8024A 6063-T5 I.G. BEAD •• ••• • • • • • • •• ••• .125 �1.812� 1000 37 #8039 6063-T6 TRUSS CLAMP 3.261 1.636-�-� #80338 6105-T5 (..;;;\FD ASSY BEAM r .060 62 #8029 6063-T5 SL JAMB TRIM • • • • • •• • • • ••• • • • •• rtwnu es t d� it -10 aG `. e&e& ; ;4lG0% 5 PRODUCfRBNBWBO B SBdta$ CCOdewtth the Florid& Acaptangallo...•. ~i r Nta I Dada Product Control adstrase 6 Rrdeketa gQ NSWPAGO NOg WGE87108HW&T 4/BIQS 1 to7o7Ec#Nc C0Ypxrvs maws, FL 84274 troP.c B 1849 PL 94474 1itN PRGil.E • • • • • • • • • . F•tC•H DOiR1& 910E U•i,►c_r • 12 800041 E F0760 1/2 FL P.E.@ 58708 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -1614— 117A '1 11" 11° ! 3" HEAD HEAD & SILL 11° ATVP. ANCHOR ^j CLUSTER !I 10.671" (TYPICAL) Ma CHOF(S HT. QTY. 96 3/4" - (6) 91 3/4" - (6) 873/4"-(6) 833/4"-(6) 79 3/4" - (5) _�1 18.600° MAX. O.C. 1 11" DETAIL A (CONCRETE) A (SINGLE PANEL.) ANCHOR TYPES: 1 OR 2 JAMB - RS HT. QTY. - 963/4"-(8) 91 3/4" - (8) • 87 3/4" - (8) 83 3/4" - (7) 79 3/4" -(7) 4 0 C. _I® 11" A QUAIL a (WOOD) (SINGLE PANEL) ANCHOR TYPES: 2 OF2 OR 3 JAMB 18.600" MAX. 0 C. S HT. QTY. 96 3/4° - (6) 91 3/4°-(6) 87 3/4" - (6) 83 3/4" -(6) 79 3/4" - (6) - 11" ti II t A DETAIL C (CONCRETE) SEENOTE (2 OR MORE PANELS) APPLIOCABLITY ANCHOR TYPES: OF ENCIRCLED 1 OR 2 ANCHOR LOCATIONS Q (II4lQ 12 A I I 1• 3' MIN. 1111 ----C-HEAD &SILL I•II Q ATYP. ANCHOR CLUSTER (TYPICAL) _ JAMB N H RS 10.61 MAI OIC A A Ht QTY. (2) EQ. (3) EQ. . SP. TYP. SP. TYP. 96 3/4" - (8) 91 3/4" - (8)- 87 3/4" - (8) - 1 "'"_ '""' 83 3/4" - (7) 7 Ij` ,. 793/4"-(7) 11' A DETAIL Q (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 2 OR 3 ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS. FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1/4" ELCO ULTRACON 2 -1/4" ELCO 534 CRETE -FLEX 3 - 912 STEEL SCREW (G6) A CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 1 3/4" MtN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8° MIN. EMBEDMENT. 3. gINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) HEAD AND SILL6" MAX. FROM FRAME CORNERS. JAMBS 11" MAX. FROM FRAME CORNERS, 18.600" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.671" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3" AND 8" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS....11" MAX. FROM FRAME CORNERS AND 18.600" MAX. O.C. 6. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL D, WOOD SUBSTRATE) • HEAD AND SILL 8" MAX. FROM FRAME CORNERS, AND AT 3°, 6", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AP/OR A$�1 �RAQII;LO2A10IS444LUITBER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4". • • • • • • • • • JAMBS 11" MAX. FROM FRAME CORNERS AND 10.671" MAX. O.C. • 0• ••• • • • • • •• a•e 10/17/68 aye MPG a•° et_•iva 1023/04 waam 0 tWeltm0 0 (f dadtp: REuOVENO EFERw 11811010ANCHORAGIOUTME Mb COUNT'. 2212823,72127212214,22732434,42727223$33207332 Sao. Nomweenesateur ClIANGEolAPCON'TOU.VRACOrr. 4/0,06 1070?2CHNOLOGrnxivE NOKQ3gAB, R 34373 P.a a 1628 R 34274 Th,;.7 •• ••• ••• • • • •• • w �1� b.��^�Ar� • • •• •• •• �uYM `II+•. • • • • irk •• • • • • • 9'11,k • •• • • armor' F CH DOOR B91D LQ , TMJ CCT 8000-11 E to* &woe Pony 114 1 10 d 12 1" PRODUCTN6NEWBD Suttee CodtleeUtodde Acceptance No "1 -• "". (cattpn 5 % tole Mtami D • . P ..uet ontrot .0 ‘,4,;2.1‘11.1:11//,, LY,P SE*' No. 6 • ..:71,;();"0"‘ 0 '• BTATE OF ` '�`'•. x'1/1"�/�O�NAI- � ``� A ifelatiM.L1, P.E. FL P.E.B 68708 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONCRETE ANCHOR 1/4" MAX. (NOTE 1) GROUT, SEE NOTES 1/4" MAX. GROUT, SEE NOTE 5 CONCRETE ANCHOR SEE NOTE 1 %EMBED ; r_S'a �• SEE ® ,gee •3•$ ICSI Mi • NOTE 1 `%`:CONCRETE%": 4 EMBED. SEE 1 3/8" NOTE 1 MIN. 1/4" MAX. GROUT SEE NOTE 6 WOOD ANCHOR, SEE NOTE 2 TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) COIWRETE ANCHOR, SEE NOTE 1 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 1/4" S84 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". MIN. EMBEDMENT: 1/4° ULTRACON -1 3/8",1/4" SS4 CRETE -FLEX -1 3/4". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05) OR ELCO 1/4" SS4 CRETE -FLEX - 1 3/8" MIN. EMBEDMENT FOR EITHER 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK, 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED 8Y Q' ji1ERRORIAS A?PRC /ER BY VIE AUTHORITY HAVING JURISDICTION (AHJ). 1/4"® MAX. SHIM ® TYPICAL SIDE LITE SILL (DIRECT TO WOOD) <EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) ,`. 4 Kg1 gig 'CONCRETE' EMBED. SEE NOTE1 ®CONCRETE ANCHOR SHE NOTE 1 TYPICAL DOOR & SIDE LITE HEAD 1x WOOD SEE NOTE 3 2x WOOD SEE NOTE 3 ,,WOOD ANCHOR SEE NOTE 2 1/4" MAX. GROUT SEE NOTE 6 WOOD ANCHOR, SEE NOT1; 2 OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) • • • ••N. OF 1/8" THICK. THE ALUM. a guarui14... E • •• • • • $I 4.PROVIDE FULLFOR CSUPPORT TO THE DOOT TO ALUM: THE rI SHALL BE A MIN. STRENGTH OF 8083-T6 AND A R FRAME SIMILAR TO THATHOWN IN THE ETAILS ON THIS SHEET FOR 2x WOOD SUCKS. E NCIH S4�HL?L #12 &MSZE O WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANSI IORAAa SPACING FOIL WOOD I HONK ON SHEET 10 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 P81 MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR 440412 TO SgBSTRATF4. • -, •ae &AM AIC NAM s UF0ATBANCHORt9DAND >• • • • • ' • $ORJIGE DEQ Ait S. • • • • a gaspWPM 0 8 ,�, Dims f�?ral • , $2mIpI— xtr • • • • • • • • • • • • - x.e.►e cord Ielx,geC tWtRatO&D'7.1PQDMW'NG7NAQ0.Y. P.6lBQXtdP• *W. FlwtfC`HDoll:m.80Etar , rarACT ems 'w 04 a asr0178/05 no�awe r� saa�a _ I87R 14 111 • 12 16""6' 800041 I E MOSSOTEMIONSI =moil fwassam 4444••••o• - O1",.7.11- 5 PRODUCT MIMEO as complying with the Florida BuihfhtgCada Acceptance No Rate Miami Dade Product Control p14. '' taGBNSF '. �F4S * : NO. 58705 /owl() -�04/ STATE of s/ONAL ` ' A. LYr�MSlttll t' , P.E. FL P.E.# 58708 ••• • • * • • • • • • • • • • •• •• ••• • • • - • • ••• • • • • • ••• • • • • ••• • • • • • • • w • •• •• <DEXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE As, ANCHOR 1/4' MAX SEE NOTE 1, GROUT, SHEET 11 SEE NOTE 6,1 SHEET 11 4j EMBED. SEE NOTE 1, SHEET 11 CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 1/4" MAX. GROUT, SEE NOTE 6, SHEET 11 OPTIONAL 5:3.4.1(81 MIN. ';'CONCRETE; TYPICAL DOOR SILL (DIRECT TO CONCRETE) INTERIOR (ALL JAMB SECTIONS) EXTERIOR tnn,.• MotPOOPDallt briw 12123/04 EMBED. . ®SEE NOTE 1, SHEET 11 OPTIONAL;DQOR SILL (SUBSILL TO CONCRETE) A CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 SEE' _► NOTE 1, HEET 1 WOOD SEE NOTA E —' HEET 1 { 1/4" MAX. GROUT A SEE NOTE 6, SHEET 11 1M3/8IN.° TYPICAL DOOR SILL (DIRECT TO WOOD) CONCRETE ® ANCHOR, SEE NOTE 1, SHEET 11 1x WOOD, SEE NOTE 3, SHEET 11 ' 1/4" MAX SHIM 2x WOOD, SEE NOTE 3, SHEET 11 WOOD ANCHOR, SEE NOTE 1, SHEET 11 1/4° MAX. GROUT, SEE NOTE 5, SHEET 11 . OPTIONAL OPTIONAL DOOR SILL (SUBSILL TO WOOD) CONCRETE ® ANCHOR, 1 3/8e SEE NOTE 2, MIN. SHEET 11 1/4° MAX. SHIM—"1 1— TYPICAL DOOR & SIDE LITE JAMB • • • : • • • • • • • 6 ATWRR:ACID9BtAA• IMAM TOMMY., MIL XWc9. = ,P0Yr I1 OTA1L& Raistom Anl7raH999rxssiwar tart* Da. LY 4/8/05 1079 iHQHND(AOYDRIFB "OW %FL94¢76 A49QX1629 MOROW9, FL 34274 • • • • • •• ••• .•• • • • •• • F$OR4GE DET414.8 : : • Me •• • • • • • • • • • • AL V! /. FR VCH DOIZR SOME L(q, M fiCT PD7d0 114 12 d 12 8000-11 E PRODUCT UNWED as complying with the Florida Building Code A Acceptance No Munni Dade Product Control ,:.•`,.g.{ tM.A./ M'��i�'i * No,68705 • STATE. OF 40.OP � lj, � '• A.L''�N! 1. `` t��` P.E. FL P.E.# 68705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 5040 • • • 100 • • Proposal for 1561 NE 103 street • .. ... . . . . . .. .. . • • • • •• • ••• •• • • • •• • ... • ... • • .. • • • • . • . • • • . • .. • . • • • • • .. . • . 000 . 000 . • . . 000 . . • • ... . • • •. . ... • . . • ..... •• ... • .. .. • • • .. .. 000 . • . 000 • . C & S Paint and Wallpaper, Inc. Standard form of agreement between M2j4, LLC and C&S Paint and Wallpaper, Inc. C&S Paint and Wallpaper Inc. Main Office: 660 NW 125 street Miami, Florida 33168 Phone:305.643.1136 Fax:305.643.1186 This Proposal was created on 7/3/2016 Attention: Property Owner Job Address: 1561 NE 103 street Attention Owner Which contract is hereinafter referred to as the Prime Contract and which provides for the Furnishing of labor, materials, equipment and services in connection with the painting / skimming the project. A copy of the Prime Contract, consisting of the Agreement Between owner and Contractor (from which compensation amounts may be deleted) and the other Contract documents enumerated therein has been made available to the Owner. The Paint Supplier for the Project is: Sherwin Williams Article 1 THE CONTRACTOR DOCUMENTS 1. The contractor Documents consist of (1) this agreement; (2) the prime contract, consisting Of the agreement between the owner/representative of owner and Contractor and the other Contract. Documents enumerated there in: (3) Modifications issued subsequent to the execution of the Agreement. 1.2 Between the Owner and the Contractor, whether before or after the execution of this Agreement: The owner shall be furnished copies of contract documents upon request, but the contractor may charge the owner at a reasonable cost for any reproduction or modifications proposed to set contract. This Document has important legal consequences. Consultation with an attorney is encouraged with the respect to its completion or modification. .. .... . . . • .. . • . . •.• . . .. ... .. • • . .. • ... • ... • . • . • .. .. . .. . .... • . .. • .. .... • .. ..... . .... 0•••••. • . •. •. •. . •• . • • • . .. • . . • • • • • • ...... • .... ... . • .• .... . 660 NW 125th Street, N.M, Fl. 33168 — Bus: 305-643-1136 - Fax: 305-643-1186 Page 2 of 10 C & S Paint and Wallpaper, Inc. Article II: MUTUAL RIGHTS AND RESPONSIBLITIES 2.1 The Owner and Contractor shall be mutually bound by the terms and conditions of all agreements Herein and all subsequent pages attached to this agreement. Agreement shall become valid as of date Signed in said contract. Prime contract shall assume towards Contractor, the contractor shall assume all responsibilities and obligations towards the owner and Sales representative Set Manufacturers herein and all sub-sequent pages in this contract. 2.2.1 C&S Paint and Wallpaper, Inc. may request written authorization prior to the Scope of Work of the project in regards to color coordination and color approval. Also C&S may request written warranty from Set Manufacturers authorizing their product to be warranted for referenced amount of time 2.2.2 Grove Hill Condominiums is responsible for advising and informing all said tenants at reference above location of removal of all personal properties from common areas upon request from contractor. The building will provide suitable areas for storage of the Sub -contractors materials and equipment during the course of the Work (parking spaces needed minimum 4). Dumpster Location if needed Article III. CONTRACTOR 3.1 SERVICES PROVIDED BY THE CONTRACTOR 3.1.1 The contractor shall cooperate with the building in scheduling and coordinating the Paint, restoration and the Waterproofing of said property. The contractor shall produce an estimated schedule which the building may use in order to advise said tenants of Painting at their entry locations. The contractor shall produce all scheduling, submittals, with such additional scheduling details as will enable the contractor to perform the work promptly and efficiently. 3.2 COMMUNICATIONS 3.2.1 The owner is responsible to make available to the contractor, which affects the contractor and any information that may be important to the contractor as soon as the agreement is executed. 3.2.2 The owner shall not give instructions directly to contractors employees or to material suppliers Unless persons are designated as contractors representatives. 3.2.3 The contractor shall permit the owner to request from the Paint representative the percentage of Completion and the amoip to ertifiedprl account of work done by contractor.• • •• • • • • • • • • 3.2.4 If hazardous materials are being use'd 14 cont7actor, the contractor shall notify designated parties of set property by written notice prior to application of set chemicals with ample time prior to application a consent forrrtTarbe gep2pted by:vyher/representative. • •• • • • • • • • • •• • • • • • • •• • •• .• • • •• •• •• •••• • •••• • • •••• • • • •• • •• • • •. • •. •• •••• •• •• •• • •• • • •. . •. • . • • • •• .. • . • .. .. 660 NW 125th Street, N.M, F1.030301681— Bus: 365-6;3e-1136 - Fax: 305-643-1186 Page 3 of 10 C & S Paint and Wallpaper, Inc. 3.2.5 The owner shall furnish to C&S Paint and Wallpaper within 30 days after the receipt of a written request ,or earlier if so required by law, information necessary or relevant for the contractor to evaluate, give notice or enforce the mechanics lien of rights. Such information shall include a correct statement of the record legal title to the property, usually referred to as the site, on which the Project is located and the Owners interest therein. ARTICLE IV: PROGRESS AND EXECUTION OF WORK: 4.1 The contractor shall promptly submit to the owner all data and specifications of set products to be used in set project, Shop drawings, product data , samples and similar data required by owner. 4.2 C&S Paint and Wallpaper shall furnish to the owner a schedule of values allocated to the various parts of the work in contract agreement, aggregating the contract sum, made out made out in such detail as the owner may agree upon the percentage of work completed. All billing will be done in a AIA format. 4.3 The contractor agrees that the Paint manufacturer warranting the job have set authority to reject any work not being done as per specifications. Notices must be done in writing. 4.4 The owners of set property shall take necessary steps to ensure that the work being done by set Contractor be protected from set residents/other trades while duration of project. 4.5 The contractor will be responsible to ensure that all areas other than locations being worked on are properly protected. 4.6 LAWS,PERMITS, FEES AND NOTICES The contractor shall give notices and comply with the laws, ordinances, rules, regulations and orders of public authorities bearing on performance of the work on this project. C&S Paint and Wallpaper is to pay for all permits and governmental fees, licenses and inspections necessary for the completion of Prime contract. C&S is to comply with Federal, state and local taxes ,social security acts, unemployment compensation acts and worker's compensation acts insofar as applicable the performance of C&S Paint and Wallpaper. Article V: CLEANING UP 5.1 C&S Paint and Wallpaper shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused by operations performed under this Contract. C&S Paint and Wallpaper will not be responsible for unrelated clean-up do to other trades or other people. 5.2 C&S Paint will be responsible for removing of all debris or left over paint containers from premises upon completion of proles?. All scNilsrvertald, nachinery will also be removed from premises with 14 days upon cortlpletQ>rt oo jOb:: •: •. .. ... .. . . . .. • ••• • •.• . . •• • •• •• . .. • • •• •• •. •. •• • • • . • •. • . •. •• . •• • . • • •• .•.•• •• •• .• .•. • ••• . • .•••• • • • •• •• •• • • • •• •• • ••• •• •• • •••• •. • •• •• • • •••••• •• • ••• • ••• • • • •• ••• • 660 NW 125th Street, N.M. Fl. 33168 — Bus: 305-643-1136 - Fax: 305-643-1186 Page 4 of 10 C & S Paint and Wallpaper, Inc. ARTICLE VI: WARRANTY 6.1 The owner may make changes in the work by using Modifications to the prime contract. Upon receipt of such modifications issued subsequent to the execution of the contract Agreement, the contractor will apply (incorporate)warranty at such times. C&S Paint and Wallpaper will issue a full 1 year warranty on all labor/material upon completion of scope of work. C&S will be responsible for any peeling, flaking or any other problem that arises due to improper application Sherwin Williams will inspect and provide a full progress report of application. ARTICLE VII: PAYMENTS 7.1 If the owner does not pay the contractor through no fault of the contractor, within seven days from the time payment should be made from the scheduled agreement, the contractor may, with prejudice to any other available remedies, upon seven additional days written notice to the owner, stop the work until payment of the pending balance has been received. The contract sum shall, by appropriate adjustment, be increased by the amount of the contractor's reasonable costs, demobilization, delay and remobilization. 7.1.2 At the final phase of painting/skimming if payment is not provided upon completion, within seven days and additional seven days of written notice owners may be subject to a 3% interest charge monthly. 7.2 SCHEDULE OF PAYMENTS: 7.2.1 A 25% deposit is to be paid upon delivery of all materials and equipment necessary to commence project. Also by the first day men begin work. 7.2.2 Progress payments to be set on a percentage of completion. C&S to provide a schedule of values listing percentage of completion and to be inspected by set owners prior to release of funds 7.2.3 Final payment is to be made upon final completion of project and inspected by Management/Owner Representative. ARTICLE VIII: MEDIATION AND ARBITRATION 8.1 Any claim arising out of or related to this contract, except claims as otherwise noted in subparagraph 4.3 and except those waived in this contract, shall be subject to mediation as a condition precedent to arbitration or the institution of legal or equitable proceedings by either party. 8.2 The parties shall endeavor to resolve their claims by mediation which, unless the parties mutually agree otherwise. Request for mediation must be filled by either party to American Arbitration Association. 8.3 Claims not resolved by mediation shall be decided by arbitration which, unless the parties mutually agree otherwise. Demandror ariitfasioi in est bt`tilled and submitted along to the Paint manufacturer.• • • • ••••••• • 8.4 Judgment of final award. The await rehtlbrett b'fthe driilfration or arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. • • • • • • • • •• •• •• • •• •• • • • • • • • • • •• • • • •• • • • • • • • • • • •• • • • • • • • •• • • • ••• • ••• • • • • ••• • • • • •• •• •• • • • • •• • ••• • • • • • • • •• • •• • • • • • •• •• • • • •• •• ••• • • • ••• • • 660 NW 125th Street, N.M, FI. 33168 — Bus: 305-643-1136 - Fax: 305-643-1186 Page 5 of 10 C & S Paint and Wallpaper, Inc. ARTICLE X: EXCLUSIONS Any Item not in proposal ARTICLE XI: SCOPE OF WORK INCLUDES PAINT PRESSURE WASH PRIME AND PAINT EXTERIOR WITH SHERWIN WILLIAMS PVA WHITE FLAT. PAINT INTERIOR MILLWORK, WALLS AND CEILINGS WITH TWO COATS LATEX FLAT. 10 GALLONS EXTERIOR 18 GALLONS INTERIOR MATERIAL COST $336.00 LABOR $800.00 TOTAL PAINT COST $1136.00 FLOORING PURCHASE BAY 1C489 PORCALATA 1600 SQ. PURCHASE 70SQ. MOSAIC GLASS CHINA BRISTLE PURCHASE 340SQ. SUBWAY GLOSS SCHEME 12WAVE (BATH) TAX ON TILE LABOR AND MATERIAL FOR INSTALL TOTAL TILE COST $3279.95 $1,264.00 $ 59.50 $ 340.00 $ 116.45 $1,500.00 PLUMBING HARDWARE AND VANITIES/SINKS PURCHASE 5 FAUCETS AQUA SOURCE MODEL#F51 B0034CP (CHROME) $134.95 Purchase 5 Project Source vanities and top Model#C14124A-ps (white) $530.00 Purchase 1 shower faucet moen Alden L82691 EP (Chrome) $ 75.07 Purchase tub&shower combo Delta Foundation #B114900 (chrome) $ 78.00 Purchase 1 Bath Tub Bootz industries Model 011-2302-00 (white) $135.08 Purchase 2 Toilets Glacier Bay EcoModel 340995(White) $166.00 Purchase Bidet and Toilet Model BB -800 & 340995 (white) $140.00 Purchase Kitchen Sink wells sinkware (undermount)stainless $149.00 Purchase Kitchen Faucet Moen Banbury cA87553 $ 70.00 Purchase Water heater Gas As per plans $1,189.00 Total Plumbing Fixtures Cost $2,667.10 PLUMBING SUB- Blue Dolphin Plumbing Plumbing Cost to do plumbing as per plans and specs labor and material see back up Excludes plumbing fixtures but includes instglkttiefh a:speeliret: •" $2,060.00 • • • • • • •� • • • Total Plumbing Cost $4727.10 '• ' •• ••• •• • • • •• • ••• • • • • • • •• • • • •• •• • • ••• • .• • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 660 NW 125th Street, N.M, Fl. 3168! Bus! 301641113e- Fax: 305-643-1186 Page 6 of 10 C & S Paint and Wallpaper, Inc. DRYWALL AND INSULLATION 1.Insullation R-30 owens ru70 at ceiling and R-5 R -Matte at masonry Material Cost 1,480.00 LABOR Cost 440.00 Cost To Install and Modify framing using 2x4 wood as needed at(Bathroom,Closet and kitchen/Dinning areas) Material Cost $318.00 LABOR $300.00 Drywall Cost to install 5/8" Drywall at all interior walls and GreenBoard at all wet areas Material Cost $1890.00 LABOR COST $1,280.00 TOTAL DRYWALL AND INSULLATION COST $5,708.00 MILLWORK All units are pre -Hung manufacturer creative millwork Purchase and install Flat stock 2" base throughout pre -primed 340If Purchase and Install Pre -Hung Doors and Frames as follows 4 D&F crosswood kw-shl 11-2680 4 Pocket door and frames Smooth classic 6 Bifold Doors/Louver Material Cost $1,284.00 Labor Cost for install $550.00 HARDWARE handles only for doors(chrome)Dacor $320.00 TOTAL LABOR AND MATERIAL $2,154.00 POOL PAVERS PURCHASE GEM PAVERS 4X8 CHARCOAL APPROX. 1300 SQ. $2600.00 Compact on sand and slab Install 1300 SQ. $1380.00 Total Pool Pavers $3980.00 CONCRETE DRIVEWAY/Sidewenc� ••' • Cost to form and pour drivevgclq giper plar2s;ansp s. Material Cost $ $3800.00 •°E.• ••• • • Labor Cost $3800.00 • • • • • • • • • •• • • • • • • • • • Total Concrete work $7,600.(1 0 .. • •• •• • • ... •• .•• • • • • d•• • • • 1 • • • • • • • 1 • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 660 NW 112451 Street,F1.633168— Bt%: 305-643-1136 - Fax: 305-643-1186 Page 7 of 10 C & S Paint and Wallpaper, Inc. ROOF/ TRUSS REPAIR AND OVERHANG SUB BUILDERS OF AMERICA SEE BACK UP TOTAL ROOF/TRUSS/OVERHANG $17,250.00 WINDOW/DOOR MODIFICATION * REMOVE EXTERIOR DOOR / WINDOW FILL IN WITH MASONARY * CUT WALL TO ACCOMMODATE EXTERIOR DOOR REMOVE EXTERIOR DOOR AND WINDOW, INSTALL #5 DOWELS AS PER PLAN 1.INSTALL CINDER BLOCK AS PER CODE 2.REMOVE EXTERIOR WINDOW 3.CUT MASONARY WALL AS SHOWN IN PLAN 4.INSTALL # 5 REBARS AS PER CODE S.FORM AND POUR CONCRETE 6.INSTALL DOOR BUCK MATERIAL $512.00 LABOR $550.00 TOTAL $1,062.00 WINDOWS AND DOORS Sub -Builders of America ABC SUPPLY SEE BACK UP $8,982.81 ELECTRICAL Labor and Material Except Sconces outdoor and 2(room) and dinning Tight and bathroom sconces SuB-Raven Electric Inc. $4980.00 LIGHT FIXTURES SCONCES OUTDOOR 2(ROOM)1Dinning Room(2 bathrooms) 640.00 BY Owner MECHANICAL SUB -Marvin AC $3970.00 .. ... . . . .. .. .. ... .. • • . .. • ... • ••. • . ..• . •.. ..• • • . .. • • .. .. • . • . .. .... • .. .. ... . •. • . • • . •••.... . ... . . •. • •••• •• • . • • . •. . • •• ..... • •••• 660 NW 1251 Street, N.M,F1. 33168 — Bus: 305-643-1136 - Fax: 305-643-1186 Page 8of10 C & S Paint and Wallpaper, Inc. SUB -MRS Carpentry LLC Kitchen cabinets $3,350.00 Appliances By OWNER Total $68,819.86 Article XII: INSURANCES 12.1 C&S Paint and Wallpaper shall maintain insurance of the following types of liability. 7,000,000 and name Owner as an additional insured upon request 12.2 Coverage whether written on an occurrence or claims made basis, shall interruption from the date of commencement. of coverage and limits be maintained without Please note any painting of Apartment edges must be coordinated with security and ownership while C&S is on the floor. If C&S is not granted access to these interior apartment doors in order to paint the edges C&S will not be responsible for interior door edges. ARTICLE XI: SCOPE OF WORK INCLUDES Repair to Interior corridors and common areas as noted Article XII: INSURANCES 12.1 C&S Paint and Wallpaper shall maintain insurance of the following types of coverage and limits of liability. 7,000,000 and name Owner as an additional insured upon request 12.2 Coverage whether written on an occurrence or claims made basis, shall be maintained without interruption from the date of commencement. Estimated Time Necessary for Project Duration 10 weeks for corridors and 2weeks for lobby phase Any extra work arising after c emmencement willngled accordingly as noted in our estimate Total $ Accepted BY: Date: Company: • • . . .. ... .! • • . .. . ... . ... • • • Accepted BY: C&S PAINTR AND gl(AtLCAPER,INt..' .. ... • ... . ... ... 0 . . . •. • . •• • . ••... . • • . •. . •. • . . • .. •. • • . .. •• 660 NW 1/P Aver., 4.M'F1. Sr68. Bus! 305-643-1136 - Fax: 305-643-1186 Page 9 of 10 • • C & S Paint and Wallpaper, Inc. ••••••• • • • • • • . •• •• • •••.• •• • •••• • • • • • • •• • • •• •. • • .• • • . • • ••• • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • •• •• • • 660 NW 125th Street, N.M, F1. •••• •• ••• ••• •••• • • ••• • •.J • • • • • • • • • • • • • •• •• 33168° Bus: 305-643-1136- Fax: 305-643-1186 Page 10 of 10 BUILDERS OF AMERICA LLC GROUP. 950 PENINSULA CORP. CIRCLE #1010 BOCA RATON FL 33487 OFFICE 561 750 1950 / CELL 954 649 4859 CGC1518217 / CCC1329370 PROPOSAL SUBMITTED TO MARK LLERENA JOB ADDRESS 1561 NE 103ST MIAMI SHORES, FL * RE -ROOF TILE ROOF AREA APPROX. 3300 SQ FT 6/28/2016 1. REMOVE #30 BASE SHEET 2. REPLACE DAMAGED DECK WOOD 3. RENAIL DECK WOOD PER CODE 4. INSTALL #30 LB BASE SHEET NAILD TO DECK PER HVHZ CODE 5. REPLACE DRIP EDGE, STACKS AND VENTS 6. HOT MOP #90 PER CODE 7. INSTALL BORAL WHITE ROOF TILE ( FLAT ), FOAM AHEHSIVE SYSTEM 3M 8. ADD NAILS OR INSTALL NEW STRAPS ON WALL TO TRUSS CONNSCTION PER CODE 9. CLEAN AND HAUL ALL DEBRIS TO THE DUMPSTER PROVIDED BY OWNER * PERMIT FEES PAID BY OWNER * 10 YEARS WARANTY ON ROOF *REPAIR TRUSSES AS PER PLAN *INSTALL FACIA BOARD FOR THE ENTIRE HOUSE *INSTALLT & G FOR THE ENTIRE SOFITS OFN THE HOUSE *MATERIALS INCLUDED 1. REMOVE DAMAGED WOOD ON THE TRUSSSES AS PER PLAN 2. REPAIR TRUSSES AS PER PLAN 3. REMOVE NAILS AND DEBRIS FROM OVER HANG TRUSSES 4. INSTALL 2" X 10" FACIA BOARD OR 2" X 8" 5. INSTALL APPROX. 1330 5 F OF 1" X 8" T & G ( SOFFIT ) THE ABOVE WORK TO BE PERFORMED WITH THE SPECIFICTION SUBMITTED AND COMPLETED IN SUBSTANTIAL WORKMAN MANNER FOR THE SUM OF $17,250.00 ACCEPTED BY: DATE: THANK YOU SAM OTHMAN • • •• • . '• • .• •00 •. '•'•. •• •0' •.0• • 000 ••• • •• • • • • • • •••• • • • 4141• •• • • • • • • • • • • • • • • 0410 • • • 0 •• •• 4100 0 • • • 0 • • • ••• • • • • 00'•: • • • • •• • •.• • • • 0 0. 041 • • 000 • • "Quality You Can Stand On" Estimator: Ja Perez Sales Rep: Jay Perez Sold To Name: Address: City: State: Zip: Phone: Fax: Cell: Contact: email: M2J4 LLC 1561 NE 103rd ST Miami Shores FL 33168 786-290-8051 680 West 18th Street Hialeah, FL 33010 Phone: 305-889-0617 - Fax: 305-883-0988 ESTIMATE Date: 7/6/16 Job Name Name: Address: City: State: Zip: Phone: Fax: Contact: Architect: City / State: Phone: Fax: BAY CARPETS hereby proposes to provide the following products and perform all the labor necessary for the completion of the following: Tile Flooring Bay 1c489 Porcalata Description OM 1600.00 China Bristle Glass Mosaic allIIIIIIIIIIIIIIIIIIIIIII 111.1 1111011111. IIIIIIIIIIIIIIIIIII 12Wave Subway Gloss 340.00 111111111111111 70.00 1,264.00 59.50 340.00 Notes & Comments: Closeout Sale! Non Refundable Tax: Total: 1,779.95 Please sign with approval and fax or email back In order to proceed with work. Pricing Is subject to • • • • • review after 30 days • • : : • °°°°°°°°°°°° • ' • •_.. • • • • ••• •• ••. •:'•• •• • •• Signature: Print Name: Pagel of 1 Date: •• ••• .•• • • . • •. • • • ••• •• • • • •• ••• ••• • • • • • • • • • • •• • • • • •S•• • • • • ••• • • • •• • • • ••• • • • • • • . •• . • • • .•. •.• •• •• •• •• • ••• • • • ••• •• • * C onunitted to ,getting roar job done. Easier. -- ASV 1111111rmlnkis— .� 11111•1111111115, Supply Co. inc. Customer Quote Line # Item Description 0001 PW720 PW720 WINGUARD PICTURE WINDOW (1.00) Location: Living Room Quantity Ordered: 1.00 Certification Type: MIAMI Frame Type: .5FLANGE Size Ref: TTT Height: 80.0000 Rough Masonry Opening: 36 3/4 X 80 Frame Color. White Glass Family: Laminated Glass: 7/16" LAMI (3/16 AN - .090 PVB- 3/16 HS) Low E: NONE Grid Type: NO Grid Boxing Options: None CAR#: 15-0528.26 NegativeDesignPressure: 80.0000 EnergyStar: NONE UF: 1.0000 VT: 0.7800 Notes: 0002 HR710 ALUM HORIZONTAL ROLLER 710 Ordered: (2.00) 1.00 Certification Type: MIAMI Frame Type: .5FLANGE Size Selection: MODULAR Size Ref: TTT Rough Masonry Opening: 72 3/4 X 24 Egress Opening: 31 3/4 X 18 1/4 (4.024 SQFT) Does unit need to meet Turtle Code: NO Glass Type: 5/16" Glass Makeup: LMA209A2 Glass Color: CLEAR Privacy Glass: NONE Screen Type: 1816 Charcoal Anchor Group: A.HR710 Lock Qty. Single Lock Send Egress Bar Connector: N PositiveDesignPressure: 75.0000 PANumber: FL -242 CondensationResistance: 14.0000 SolarHeatGainCoeff: 0.6200 PO#:Sam 954-649-4853 Job Name:Builders of America Job Address: Quote # 437213 Sales Person:Joey Diaz Customer Builders of America Account # Phone# Fax# Line Pricing Sell Price Ext Price $205.60 $205.60 NOA Selection: 15-0528.26 Size Selection: CUSTOM Width: 38.0000 Actual Size: 36 X 80 Wood Frame Opening: 35 1/4 X 79 1/4 Does unit need to meet Turtle Code: NO Interlayer Type: PVB090 Glass Color. CLEAR Privacy Glass: NONE Stainless Steel Package: Y Decralite: N PositiveDesignPressure: 80.0000 PANumber: FL243 CondensationResistance: 11.0000 SolarHeatGainCoeff: 0.6600 VTCOG: 0.8700 Sell Price $151.69 NOA Selection: 15-0519.09 Unit Configuration: XO Size Code: 6020M Actual Size: 72 X 24 Wood Frame Opening: 71 1/4 X 23 1/4 Frame Color. White .' • • • • • • Glass Family: Laminated • • � • • • Interlayer Type: PVB090 ' • • • • • • Glass: 5/16" LAMI (1/8AN -!190 PE: 1?8,4N)• Low E: NONE Grid Type: NO Grid Stainless Steel Packan4I •. • Boxing Options: None • • . Decralite: N • • • • CAR#: 15-0519.09 • • • NegativeDesignPressure: 75.0000 EnergyStar: NONE UF: 1.0900 VT: 0.7100 ••• • • • • • • • • • • Ext Price $151.69 .P Lein confirm O;o$AX? • • •• ••• •• • • • • • • • • • ••• • • • • ••• • • • • • •• • • . • • •• ••• • • • •••• .• •. • • • ••••• • • • ••• • • • • • • • • • • • • VTCOG: 0.8800 Location: Master Bedroom Notes: 0003 HR710 ALUM HORIZONTAL ROLLER 710 Ordered: (3.00) 1.00 Location: Bedroom #2 Certification Type: MIAMI Frame Type:.5FLANGE Size Selection: MODULAR Size Ref: TTT Rough Masonry Opening: 72 3/4 X 36 Egress Opening: 31 3/4 X 30 1/4 (6.670 SQFT) Does unit need to meet Turtle Code: NO Glass Type: 5/16" Glass Makeup: LMA209A2 Glass Color: CLEAR Privacy Glass: NONE Screen Type: 1816 Charcoal Anchor Group: A.HR710 Lock Qty: Single Lock Send Egress Bar Connector: N PositiveDesignPressure: 75.0000 PANumber: FL -242 CondensationResistance: 14.0000 SolarHeatGainCoeff: 0.6200 VTCOG: 0.8800 Notes: 0004 HR710 ALUM HORIZONTAL ROLLER 710 Ordered: 1.00 (4.00) Location: Bath #2 Certification Type: MIAMI Frame Type: .5FLANGE Size Selection: MODULAR Size Ref: TTT Rough Masonry Opening: 36 3/4 X 36 Egress Opening: 13 3/4 X 30 1/4 (2.888 SQFT) Does unit need to meet Turtle Code: NO Glass Type: 5/16" Glass Makeup: LMA209A2 Glass Color: CLEAR Privacy Glass: WHITE INTERLAYER Grid Type: NO Grid Stainless Steel Package: N Boxing Options: None Decralite: N CAR#: 15-0519.09 NegativeDesignPressure: 75.0000 EnergyStar. NONE UF: 1.0900 VT: 0.7100 Notes: 0005 HR710 ALUM HORIZONTAL ROLLER 710 Ordered: (5.00) 1.00 Certification Type: MIAMI Frame Type: .5FLANGE Size Selection: MODULAR Size Ref: TTT Rough Masonry Opening: 36 3/4 X 36 Egress Opening: 13 3/4 X 30 1/4 (2.888 SQFT) Does unit need to meet Turtle Code: NO Glass Type: 5/16" Glass Makeup: LMA209A2 Glass Color. CLEAR Privacy Glass: NONE Screen Type: 1816 Charcoal Anchor Group: A.HR710 Lock Qtv: Single Lock Sell Price $188.82 NOA Selection: 15-0519.09 Unit Configuration: XO Size Code: 6030M Actual Size: 72 X 36 Wood Frame Opening: 71 1/4 X 35 1/4 Frame Color: White Glass Family: Laminated Interlayer Type: PVB090 Glass: 5/16" LAMI (1/8AN - .090 PVB- 1/8 AN) Low E: NONE Grid Type: NO Grid Stainless Steel Package: N Boxing Options: None Decralite: N CAR#: 15-0519.09 NegativeDesignPressure: 75.0000 EnergyStar: NONE UF: 1.0900 VT: 0.7100 Sell Price $142.05 NOA Selection: 15-0519.09 Unit Configuration: XO Size Code: 3030M Actual Size: 36 X 36 Wood Frame Opening: 35 1/4 X 35 1/4 Frame Color. White Glass Family: Laminated Interlayer Type: PVB090 Glass: 5/16" LAMI (1/8AN - .090 PVB- 1/8 AN) Low E: NONE Privacy Glass Location: UNIT Screen Type: 1816 Charcoal Anchor Group: A.HR710 Lock Qty: Single Lock Send Egress Bar Connector: N PositiveDesignPressure: 75.0000 PANumber: FL -242 CondensationResistance: 14.0000 SolarHeatGainCoeff: 0.6200 VTCOG: 0.8800 Ext Price $188.82 Please confirm XO or OX? Ext Price $142.05 Please confirm XO or OX? Bathroom quoted with Privacy glass Sell Price Ext Price $123.00 $123.00 NOA Selection: 15-0519.09. • • • • • • • • Unit Configuration: XO • •• • • •• Size Code: 3030M •• •• . . . O Actual Size: 36X36 • • • . • • • Wood Frame Opening: 35 1/4 X 35 1/4 Frame Color. White Glass Family: Laminated • .. • • Interlayer Type: PVB09Q ; • • • • •; Glass: 5/16" LAMI (118AN • 094 PVA- 'd8 PN1 • Low E: NONE••• •• • • • • • • • Grid Type: NO Grid Stainless Steel Package: N Boxing Options: None Decralite: N :E f eale confirm •mor OX? • • • • • • • • • • • . • • • ••• • ••• • •• • ••• • • • • • • • • • ••• • • • • • • • •. • •• •• • • • •.• • • • ••• • • • • • • • • • •• •• Send Egress Bar Connector: N PositiveDesignPressure: 75.0000 PANumber: FL -242 CondensationResistance: 14.0000 SolarHeatGainCoeff: 0.6200 VTCOG: 0.8800 Location: Office/Den Notes: 0006 FD101H WINGUARD FRENCH DOOR Ordered: (7.00) 1.00 Locaton: Front Door Certification Type: MIAMI Assembly Type: OXO Size Code: 3068.0000 Sidelite Size: 36 X 79 3/4 Opening Size: 108 1/4 X 80 Door Swing: OUTSWING Hinge Side: RIGHT Glass Family: Laminated Interlayer Type: PVB090 Glass Color: CLEAR Privacy Glass: NONE Hardware Prep: HANDLE/DBOLT 2 -Point Lock: YES Anchor Group: A.FD101 H KD: N Door Glass Makeup Desc: 3/8" Lami (1/8"An - .090 Sidelite Glass Desc: 3/8" Lami (1/8"An - .090 CAR#: 15-0528.24 NegativeDesignPressure: 34.0000 EnergyStar: NONE UF: 1.0200 VT: 0.5000 Sidelite PositiveDesignPressure 2: 35.2000 Sidelite PANumber: FL -253 Sidelite CondensationResistance: 16.0000 Sidelite SolarHeatGainCoeff: 0.5800 Sidelite VTCOG: 0.8800 Notes: 0007 FD101 H WINGUARD FRENCH DOOR Ordered: (8.00) 1.00 Location: Cabana/M. Bath Certification Type: MIAMI Assembly Type: X Door Width: 30.0000 Actual Size: 30 X 80 Opening Size: 30 1/4 X 80 1/4 Door Swing: OUTSWING Hinge Side: RIGHT Glass Family: Laminated Interlayer Type: PVB090 Glass Color: CLEAR Privacy Glass: NONE Hardware Prep: HANDLE/DBOLT 2 -Point Lock: YES Anchor Group: A.FD101H KD: N Door Glass Makeup Desc: 3/8" Lami (1/8"An - .090 CAR#: 15-0528.24 NegativeDesignPressure: 75.0000 EnergyStar: NONE UF: 1.0200 VT: 0.5000 Notes: 0008 SGD770 SLIDING GLASS DOOR 770 Ordered: (9.00) 1.00 CAR#: 15-0519.09 NegativeDesignPressure: 75.0000 EnergyStar: NONE UF: 1.0900 VT: 0.7100 Sell Price $1,386.50 NOA Selection: 15-0528.24 Size Selection: NOMDOOR Actual Size: 37 1/2 X 79 3/4 Assembly Sz: 108 x 79 3/4 Frame Color. White Threshold Type: EXTERIOR Does unit need to meet Turtle Code: NO Glass Type: 3/8" Glass: 3/8" Lami (1/8"An - .090 PVB- 3/16"HS) Low E: NONE Colonial Type: NO Grid Hardware Distance: 4.0000 Keyed Hardware Alike: N Boxing Options: None Decralite: N Door Glass Color: CLEAR CAR#: 15-0528.24 PositiveDesignPressure: 34.0000 PANumber: FL -253 CondensationResistance: 16.0000 SolarHeatGainCoeff: 0.4600 VTCOG: 0.8800 Sidelite NegativeDesignPressure2: 35.2000 Sidelite EnergyStar: NONE Sidelite UF: 1.0200 Sidelite VT: 0.6600 SeII Price $585.56 NOA Selection: 15-0528.24 Size Selection: CUSTOM Door Height: 80.0000 Assembly Sz: 30 x 80 Frame Color. White Threshold Type: EXTERIOR Does unit need to meet Turtle Code: NO Glass Type: 3/8" Glass: 3/8" Lami (1/8"An - .090 PVB- 3/16"HS) Low E: NONE Colonial Type: NO Grid Hardware Distance: 4.0000 Keyed Hardware Alike: N Boxing Options: None Decralite: N Door Glass Color: CLEAR PositiveDesignPressure: 75.i1Qd0 '::: • • • ' • • • . PANumber: FL -253 '•• • • • • • • • . • ••• • CondensationResistance: 16.0000 •• • • : ; ; • � SolarHeatGainCoeff: 0A600' ' • • • • • • • . • VTCOG: 0.8800 Ext Price $1,386.50 No hardware included Please confirm LH or RH? Could not requested width of 144", I have quoted 1 door with 2 sidelites as shown on drawing. Please confirm this is ok? If not we will need to increase to a double door w/ 2 sidelites? Ext Price $585.56 No hardware included Please confirm LH or RH? • ••• •• • • ••• ••• • • • • •• • •' • • • •• • • • • • • • • • • •• • • • •• •• • • • ••• '.' • :I:0 • SeII P ce Ext Price' • $883. ';'$83.84 • ••• •• •• • • i• •• o. • • ••• • • Send Unit: COMPLETE NOA Selection: 15-1013.15 Pnl/Trk: 2 Panel / 2 Track Panel Stack: STD Size Code: 6068.0000 Calc Track Length: 72.0000 Sill Riser Height: 2.5000 Does unit need to meet Turtle Code: NO Interlayer Type: PVB090 Glass Color: CLEAR Privacy Glass: NONE Screen Panel Type: NONE Handle Type: RAISED/RAISED Lock/Handle Location: STD Key Lock: N Anchor Group: 1.SGD770.1 Decralite: N PositiveDesignPressure: 46.7000 PANumber: FL -251 CondensationResistance: 15.0000 SolarHeatGainCoeff: 0.5400 VTCOG: 0.8700 Location: Master bedroom 0009 SGD770 SLIDING GLASS DOOR 770 (10.00) Send Unit: COMPLETE NOA Selection: 15-1013.15 PnI/Trk: 4 Panel / 2 Track Panel Stack: STD Width: 192.0000 Actual Size: 192 X 80 Frame Color. White Sill Riser Type: BOX Glass Family: Laminated Insulating Argon Gas: NONE Glass Color: CLEAR Privacy Glass: NONE Grid Type: NO Grid Panel Opr RIr: Steel Tandem Handle Type: RAISED/RAISED Lock/Handle Location: STD Key Lock: N Anchor Group: 1.SGD770.1 Decralite: N PositiveDesignPressure: 46.7000 PANumber: FL -251 CondensationResistance: 17.0000 SolarHeatGainCoeff: 0.5000 VTCOG: 0.7700 Location: Living Room Notes: Ordered: 1.00 Notes: 0010 SGD770 SLIDING GLASS DOOR 770 Ordered: (11.00) 1.00 Send Unit: COMPLETE NOA Selection: 15-1013.15 PnUTrk: 2 Panel / 2 Track Panel Stack: STD Size Code: 6068.0000 Calc Track Length: 72.0000 Sill Riser Height: 2.5000 Does unit need to meet Turtle Code: NO Interlayer Type: PVB090 Glass Color: CLEAR Privacy Glass: NONE Screen Panel Type: NONE Handle Type: RAISED/RAISED Lock/Handle Location: STD Key Lock: N Anchor Group: 1.SGD770.1 Decralfte: N PositiveDesignPressure: 46.7000 Certification Type: MIAMI Door Configuration: BYPASS Panel Configuration: XX Size Selection: NOMINAL Actual Size: 72 X 80 Frame Color. Whfte Sill Riser Type: BOX Glass Family: Laminated Glass: 7/16" LAMI (3/16 HS - .090 PVB- 3/16 HS) Low E: NONE Grid Type: NO Grid Panel Opr RIr: Steel Tandem Handle Color: W Secondary Lock Type: NONE Keyed Alike: N Boxing Options: None CAR#: 15-1013.15 NegativeDesignPressure: 60.0000 EnergyStar: NONE UF: 1.1100 VT: 0.6200 Sell Price $2,364.35 Certification Type: MIAMI Door Configuration: BYPASS Panel Configuration: OXXO Size Selection: CUSTOM Height: 80.0000 Calc Track Length: 192.0000 Sill Riser Height: 2.5000 Does unit need to meet Turtle Code: NO Interlayer Type: SGP090 Glass: 1" LIG (3/16 Tmp - 3/8 AIR - 7/16 HS/HS Low E: NONE Glass Spacer Type: DS Screen Panel Type: NONE Panel Fxd RIr: Nylon Tandem Handle Color: W Secondary Lock Type: NONE Keyed Alike: N Boxing Options: None CAR#: 15-1013.15 NegativeDesignPressure: 60.0000 EnergyStar: NONE UF: 0.8000 VT: 0.5500 Certification Type: MIAMI Door Configuration: BYPASS Panel Configuration: XX Size Selection: NOMINAL Actual Size: 72 X 80 Frame Color. White Sell Price $833.84 Ext Price $2,364.35 Due to size, I quoted with Insulated Impact glass to meet code. Please confirm ok? Ext Price $833.84 • • • • • . • • .• • • .• •. • • • • • Sill Riser Type: BOX • • • • ••• . • ; - •: • • Glass Family: Laminated ••• •• • • • •• Glass: 7/16" LAMI (3/18 HS - .090 PVB- 3/16 HS) Low E: NONE Grid Type: NO Grid •'. '; • Panel Opr RIr: Steel TarigeM • Handle Color: W . • • • • • Secondary Lock Type: INE • Keyed Alike: N Boxing Options: None CAR#: 15-1013.15 • • • • NegativeDesignPressure: 64.000 • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • . • • • • • •• •• PANumber: FL -251 CondensationResistance: 15.0000 SolarHeatGainCoeff: 0.5400 VTCOG: 0.8700 Location: Hallway Notes: 0011 SGD770 SLIDING GLASS DOOR 770 Ordered: (12.00) Location: Bedroom #2 1.00 Send Unit: COMPLETE NOA Selection: 15-1013.15 Pnl/Trk: 2 Panel / 2 Track Panel Stack: STD Size Code: 6068.0000 Calc Track Length: 72.0000 Sill Riser Height: 2.5000 Does unit need to meet Turtle Code: NO Interlayer Type: PVB090 Glass Color: CLEAR Privacy Glass: NONE Screen Panel Type: NONE Handle Type: RAISED/RAISED Lock/Handle Location: STD Key Lock: N Anchor Group: 1.SGD770.1 Decralite: N PositiveDesignPressure: 46.7000 PANumber: FL -251 CondensationResistance: 15.0000 SolarHeatGainCoeff: 0.5400 VTCOG: 0.8700 0012 FD101H WINGUARD FRENCH DOOR (13.00) Location: Garage/Utility Notes: Ordered: 1.00 Certification Type: MIAMI Assembly Type: X Door Width: 32.0000 Actual Size: 32 X 80 Opening Size: 32 1/4 X 80 1/4 Door Swing: OUTSWING Hinge Side: RIGHT Glass Family: Laminated Interlayer Type: PVB090 Glass Color: CLEAR Privacy Glass: NONE Hardware Prep: HANDLE/DBOLT 2 -Point Lock: YES Anchor Group: A.FD101H KD: N Door Glass Makeup Desc: 3/8" Lami (1/8"An - .090 CAR#: 15-0528.24 NegativeDesignPressure: 75.0000 EnergyStar: NONE UF: 1.0200 VT: 0.5000 TOTAL LIST AMOUNT: Notes: EnergyStar: NONE UF: 1.1100 VT: 0.6200 Sell Price $833.84 Certification Type: MIAMI Door Configuration: BYPASS Panel Configuration: XX Size Selection: NOMINAL Actual Size: 72 X 80 Frame Color. White Sill Riser Type: BOX Glass Family: Laminated Glass: 7/16" LAMI (3/16 HS - .090 PVB- 3/16 HS) Low E: NONE Grid Type: NO Grid Panel Opr Rlr. Steel Tandem Handle Color: W Secondary Lock Type: NONE Keyed Alike: N Boxing Options: None CAR#: 15-1013.15 NegativeDesignPressure: 60.0000 EnergyStar: NONE UF: 1.1100 VT: 0.6200 Sell Price $826.20 NOA Selection: 15-0528.24 Size Selection: CUSTOM Door Height: 80.0000 Assembly Sz: 32 x 80 Frame Color. White Threshold Type: EXTERIOR Does unit need to meet Turtle Code: NO Glass Type: 3/8" Glass: 3/8" Lami (1/8"An - .090 PVB- 3/16"HS) Low E: NONE Colonial Type: NO Grid Hardware Distance: 4.0000 Keyed Hardware Alike: N Boxing Options: None Decralite: N Door Glass Color. CLEAR PositiveDesignPressure: 75.0000 PANumber. FL -253 CondensationResistance: 16.0000 SolarHeatGainCoeff: 0.4600 VTCOG: 0.8800 Fact Price $833.84 Fact Price $826.20 No hardware included Please confirm LH or RH? • • •... •.. • • ' '• •'' ..• .. .•• ••• ••• ••• • ••• • •. •• • •.'• • • • • • • •' . • • • •• . •• ••• •• . • . •• .• . • • • ••• • • • •• • • • • • • ••• •• •. •• • • • • • • • • • .• •• • • • •• • ••• • • •• .• TOTAL SALE AMT: TOTAL CUSTOMER TAX: NET SALE AMOUNT: $8,474.29 $508.52 $8,982.81 Notes: -Please review all details on each line item to confirm we have quoted properly -Lead time 4-5 weeks -Please check all yellow boxes and confirm all of this information -No hardware is included on any French doors quoted -Please confirm XO or OX for all Horizontal Rollers -Please confirm Bathroom window -Do you need privacy glass? -All products meet HVHZ rating, all NOA Please contact office -If items need to be delivered add $50 to quote -When ready to place order, Please sign and send back to Joseph Diaz • Addendum reference numbers listed above refer to addendums supplement to this form. The addendums list product description as to be ordered. • All products listed are considered "special order" product and as such cannot be cancelled after ordered. Changes to the order after the order has been placed will result in additional fees to the customer. • NO refunds or returns on any "special orders". • ABC Supply, as a material supplier only, assumes no responsibility for product ordered that has an error In design, site specific engineering unless previous agreed in writing (to be provided by the applicable vendor/supplier when agreed and noted as such on the agreement) or adverse "field conditions". • Florida State Certifications and/or NOA numbers will be made available as applicable upon request • ABC Supply is solely responsible to provide product as listed on the signed/executed ABC Order Acknowledge form as provided to the customer and authorized by the customer irregardless of any subsequential notification regarding product description whether verbal or written. • As a "Special Order", all terms and conditions on the reverse side of all ABC Supply delivery tickets and Invoices are applicable (see page 2). • Delivery Is not Included but can be arranged for a nominal fee. Customer Signature Date By signing the ABC Supply Order Acknowledgement Form (abbrev.), Page 1 of 2, the customer acknowledges that they have reviewed all line items as listed on all referenced addendums listed above and has received Page 2 of 2 of this Acknowledgement and has read completely and agrees to the terms listed. Based on this signed acknowledgement, the Customer agrees that the product, as listed, Is to be ordered. ••• ••• • • • • • •• • •• • • • • • • •• • • • • ••• • • •• ••• •• • • • •• • ••• • • • • • • •• • • • •• •• • • ••• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • ••• • ••• • • FORM R405-2014 "FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method .Project Name: M2J4 LLC Residence Builder Name: Street: 1561 NE 103 RD ST Permit Office: Miami Shores City, State, Zip: Miami Shores , FL , 33138 Permit Number. Owner: M2J4 LLC Residence Jurisdiction: 232600 Design Location: FL, Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 1553 Conditioned floor area below grade (ft2) 0 7. Windows(413.0 sqft.) Description Area a. U -Factor. Sgl, U=1.08 413.03 ft2 SHGC: SHGC=0.50 b. U -Factor: N/A ft2 SHGC: c. U -Factor: N/A ft2 SHGC: d. U -Factor. N/A ft2 SHGC: Area Weighted Average Overhang Depth: 6.710 ft. Area Weighted Average SHGC: 0.500 8. Floor Types (1553.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1553.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (1672.1 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 1634.00 ft2 b. Concrete Block - Int Insul, Adjacent R=4.1 38.11 ft2 c. N/A . _ d. N/A R= ft2 10. Ceiling Types (1553.0 sqft.) Insulation• Area a. Under Attic (Vented).• R=19.9 ?b'S3.00 ft2 b. N/A • • • • R= •••• ftz"' • • c. N/A R= • • • 11. Ducts • a. Sup: Attic, Ret: Attic, AH: Mair?. • • • • • • • 6 329 • "• • • . . •••• •••• 12. Cooling systems • • kBtu/hr. •.Efficiency : • • • a. Central Unit • • . • 464NEER:16.02 . • • • •' 13. Heating systems • kBtuhy. • ;efficiency • • • • a. Electric Strip Heat •••'. 34.1 COP:1.00 • •• • •••• • • • • • • • • 14. Hot water systems a. Natural Gas Tankless Cap: 1 gallons EF: 0.590 b. Conservation features None 15. Credits Pstat Glass/Floor Area: 0.266 Total Proposed Modified Loads: 71.68 PASS Total Baseline Loads: 72.53 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. A I r PREPARED BY' LY l; (). 61X �0►MU��' Review of the plans and 0 sTq, specifications covered by this ,� f= V k , ii ' . vt� calculation indicates compliance , '''� - E r with the Florida Energy Code. F+ rrn„"�• ""4*" ,, » ."'�„ O - F - Before construction is completed r r_ DATE'D ��p��4y 9 a this building will be inspected for � �. )d„ Florida Statutes.hSection 553.908 * < 5 f I hereby certify that this building, as designed, is in compliance�, with the Florida Energy Code. OWNER/AGENT• 000.....,., 't WE BUILDING OFFICIAL* DATE* DATE* ®4®®b.®®v� ation by the air handler unit manufacturer that the air handler enclosure qualifies as 40. fad ordance with R403.2.2.1. o apfiancip requiresdln° f4 ' rrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage tsst�report in 6 1 ce br� 402.4.1.2. 4 : 4,-) I4%o��O4'AL°ENCI\ ' 5/4/2016 8:121. o®®®® EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 ' FORM R405-2014 ' PROJECT Title: ' , Building Type: Owner: # of Units: ' Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: M2J4 LLC Residence User M2J4 LLC Residence 1 Miami Shores 232600 Single-family Existing (Projected) Bedrooms: 3 Conditioned Area: 1553 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: 1561 NE 103 RD ST County: Miami -Dade City, State, Zip: Miami Shores , FL , 33138 CLIMATE V Design Location TMY SiteIECC Design Temp Int Design Temp Heating Design Daily Temp Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 7075 • Iht9.5 • •.66 .64411• • •• • • - -- • BLOCKS ' Number Name Area Volume •• •• •• •• • • • • • 1 Block1 1553 12579.3 •• . • • '' SPACES . .•• •••• • • • • •• • Number Name Area Volume Kitchen Occupants Bedrooms Infj ID Finisheaj•. • • % d ole '' 1-fbitbd 1 Main 1553 12579.3 Yes 5 3 •• • 1 �" Yes• • • • •/Yes : * Vet: FLOORS V# Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge lnsulatio Main 205 ft 0 1553 ft2 -- 0.2 0 0.8 ROOF V # Type Materials Roof Gable Roof Solar Area Area Color Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Barrel tile 1601 ft2 0 ft2 Medium 0.75 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 1553 ft2 Y N CEILING V# Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 19 Blown 1553 ft2 0.11 Wood 5/4/2016 8:24 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS • V # Omt Adjacent TO Wall Tyra Cavity Width Height Sheathing Framing Solar Below Space R-VAl11P Ft In Ft In Area R -Value Frartinn AhSor Grade% 1 N Exterior Concrete Block - Int Insul Main 4.1 56 0 8 2 457.3 ft2 4.1 0 0.3 0 _ 2 S Exterior Concrete Block - Int Insul Main 4.1 56 0 8 2 457.3 ft2 4.1 0 0.3 0 3 E Exterior Concrete Block - Int Insul Main 4.1 46 0 8 2 375.7 ft2 4.1 0 0.3 0 4 W Exterior Concrete Block - Int Insul Main 4.1 41 13 8 2 343.7 ft2 4.1 0 0.3 0 5 W Garage Concrete Block - Int Insul Main 4.1 4 8 8 2 38.1 ft2 4.1 0 0.3 0 DOORS 1 # Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 W Wood Main None .46 2 10 6 8 18.9 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. •••• • • • • • .•.. •• • • ••• Overhveq • • • Area Depth Svarthn Int Made • .- Sar%gr i 1 N 1 Metal Single (Clear) Yes 1.08 0.5 41.0 ft2 9 ft 0 in 1 ft?•i4 lycylp• :RCM*: N 1 Metal Single (Clear) Yes 1.08 0.5 16.7 ft2 9 ft 0 in 1 ft2ft •NOrte• 1 .Ncrna,e• • • 3 N 1 Metal Single (Clear) Yes 1.08 0.5 106.1 ft2 9 ft 0 in 11024ft• N& e • 'I &?e' •••• 4 N 1 Metal Single (Clear) Yes 1.08 0.5 18.0 ft2 1 ft 0 in 34tAis• Now Norley 5 S 2 Metal Single (Clear) Yes 1.08 0.5 81.0 ft2 7 ft 0 in 0 ft 7 in• :V4111. .M•mel• 6 S 2 Metal Single (Clear) Yes 1.08 0.5 20.3 ft2 7 ft 0 in 6 ft ?in• 'None :N: •• • •••• • • 7 E 3 Metal Single (Clear) Yes 1.08 0.5 12.0 ft2 1 ft 4 in 4 ft 0 in • &Vele ; None 8 E 3 Metal Single (Clear) Yes 1.08 0.5 82.0 ft2 5 ft 8 in 1 ft 10 in None None 9 W 4 Metal Single (Clear) Yes 1.08 0.5 18.0 ft2 2 ft 6 in 1 ft 0 in None None 10 W 4 Metal Single (Clear) Yes 1.08 0.5 18.0 ft2 2 ft 6 in 1 ft 0 in None None Wall # Omt ID Frame Panes NFRC U -Factor SHGC GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 496.29 ft2 496.29 ft2 80.7 ft 8.1 ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000257 1048.3 57.55 108.23 .1776 5 HEATING SYSTEM vf # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 34.12 kBtu/hr 1 sys#1 5/4/2016 8:24 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Single SEER: 16 46 kBtu/hr 1380 cfm 0.7 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Garage 0.59 1 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS.••••. . •••• It / # — Supply — — Retum — Air CFM 25 1M2$ • •• •• WAS ion R -Value Area Location Area Leakage Type Handler TOT ••WI QN•• •RL•F Heat..641 Location • 1 Attic 6 320 ft2 Attic 70 ft2 Default Leakage Main (Defaultl.(Default) •.., :•••t: TEMPERATURES •••• •••• Programable Cooling Heatingg Ventin Thermostat: 'X Jan X� Jan X Jan Y X Feb X� Feb X Feb X Mar X� Mar X Mar Ceiling X Apr X� Aprp X A r Fans: X May X� May X Ma I Jun Jun Jun X Jul X� Jul X Jul X Aug X� Augx 'X Aug •• .• • . X Sip S� . ;X S • .. ••i• • X Oct . ] Oct • •x•mov ] Oct . • • • X.Nov 'X �C. "X]Deec X' Nov ]�I� c • •...•. . • 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) PM 66 66 66 66 66 68 68 68 68 68 68 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 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 0 1 - Electric Strip Heat 0% 2 - Central Unit 5/4/2016 8:24 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 1. 2. 3. 4. 5. 6. 7. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. New construction or existing Single family or multiple family Number of units, if multiple family Number of Bedrooms Is this a worst case? Conditioned floor area (ft2) Windows"' Description a. U -Factor. Sgl, U=1.08 SHGC: SHGC=0.50 b. U -Factor: WA SHGC: c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 1561 NE 103 RD ST, Miami Shores, FL, 33138 Existing (Projecte Single-family 1 3 No 1553 Area 413.03 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Adjacent c. N/A d. N/A 10. Ceiling Types • • • • : a. Under Attic (Vented) b. N/A c. N/A •••• 11. Ducts • • a. Sup: Attic, Ret: Attic, AH: Main "• • 12. Cooling systems • • •• •• ft2 a. Central Unit ft2 6.710 ft. 0.500 Insulation Area R=0.0 1553.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Natural Gas b. Conservation features None 15. Credits I certify that this horn'Ras m • with the Florida Energy Efficiency Code for Building Construction thrroti c v, a` up ghsaving features which will be installed (or exceeded) in this home b r, Ipaf'n ... #�fl 'd 11-Iirwise, a new EPL Display Card will be completed based on ins Ill (rad ..,.........,.y., �: 1 VA. Date: i 0 • s Address of Nl�nr t4 Op 4 1- City/FL Zip: i1;Lfy �RIDP;.• °® N.4 L ENGa- *Note: This is riciflteolielierEnergy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at 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. • • • • • •• • Insulation Area R=4.1 1634.00 ft2 R=4.1 38.11 ft2 R= •••• ft2 R= • • Insulation. • • Area • R=19:4••1/53.00 ft2 • R= • 2 • R= •••• fr • • • R ft2 •••• s 32d:"• •• • • •••• • kBtu/hr • Efficiency • • 46.0 SEER:16.00• •6:• • • • kBbi• E hr fficiency 34..1 d0P:1.00 Cap: 1 gallons EF: 0.59 Pstat • **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/4/2016 8:24 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1561 NE 103 RD ST Permit Number: Miami Shores , FL , 33138 MANDATORY REQUIREMENTS See individual code sections for full details. ▪ 401.3 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 Statues] 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 compliance for the building. A copy of the EPL display card can be found in Appendix C. tff R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. 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:24024.1.1 shalIbe~ristalled in • accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as apiSftcabte to their' ieft4 of construdtipn. Where required by the code official, an approved third party shall inspect all components and fia3Aff tAmplianc@ • • • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an ai`Inlsage rate oopgt exceedir eflit; changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 of gite.e. TestinyosrgJJ De con jug with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code officiajl," testing shall be conducted by an • approved third party.A written report of the results of the test shall be signed bythe partyconduotrn the test a&f rovided toihe ctode PP P 9 9 P official. Testing shall be performed at any time after creation of all penetrations of the buildinet}ter` r aI envelop" • • • During testing: ••• ••• • • • 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond thg intended roueotherstripppng or other infiltration control measures; • • • 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed,irut 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 tumed off; and 6. Supply and retum registers, if installed at the time of the test, shall be fully open. 0 R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers and outdoor combustion air. 0 R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/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. 0 R402.4.4 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 Us) when tested in accordance with ASTM E 283 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. ✓ R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. • R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. Rj R403.2.2 Sealing (Mandatory)All ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. • • 5/4/2016 8:24 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) • R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. • R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. O R403.4.3 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 traperay • . downward and upward bend of at least 31/2 inches (89 mm) in the hot water distribution line and cold water line located as close es possible to the storage tank. •..' • • • • • • • ld R403.4.4 Water heater efficiencies (Mandatory). •• • •• • • • 0 R403.4.4.1 Storage water heater temperature controls • • • ▪ R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with aetomatie temperature oentrols• capable of adjustment from the lowest to the highest acceptable temperature settings for the int'eMed use. Thr mum • • temperature setting range shall be from 100°F to 140°F (38°C to 60°C). • • •••• • •• •• •••• R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be prosijcle .ttpermit the ppwer supplied . • ■ to electric service systems to be turned off. A separate valve shall be provided to permit the eQergt si plied to the pain burggM); • of combustion types of service water heating systems to be tumed off. • • • • • O R403.4.4.2 Water heating equipment Water heating equipment installed in residential units shalhrmeetthe minnreelrrelficiencies of • Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type ofiequipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. ▪ R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 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. f R403.5 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 approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. Er R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 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 Toads 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 which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 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 403.6, 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. 5/4/2016 8:24 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 -MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection 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 temperature shall be for the indoor dry bulb and relative humidity used for the Toad calculation and shall be adjusted for retum side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not Tess than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity •••• R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements l5 caldbiated acccitihtg to Seed? •: • • R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the desiggColl'tq load. • • ▪ R403.6.1.2.2 Electric resistance furnaces. Electric resistance fumaces shall be sized within •4i40 of the design • requirements calculated according to the procedure selected in Section R403.6.1. •••• •••• • •• • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment equipment wgia patural dt'ajtiejrpaspheriq burgers shall not be Tess than the design load calculated in accordance with Section R403.6.1.•••• • • • • • O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on en intermittent basis, such as anticipated additional loads caused by major entertainment events, shall a'e eq:iipment sized or controlled .a 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 majoi entertainmentareas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. •• • O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. O R403.8 Snow melt 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 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space 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 gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 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. O R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. 0 R403.9.3 Covers. Heated swimming pools and inground permanently installed 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: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or • solar energy source computed over an operating season. 87 . RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously buming pilot lights Pr R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 5/4/2016 8:24 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 • • FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: M2J4 LLC Residence Builder Name: Street: 1561 NE 103 RD ST Permit Office: Miami Shores s City, State, Zip: Miami Shores , FL , 33138 Permit Number: Owner: M2J4 LLC Residence Jurisdiction: 232600 Design Location: FL, Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed.• • • Air -permeable insulation shall not be used as a sealing materiel. • •••• 11 • D • Ceiling/attic o The air barrier in any dropped ceiling/soffit shall be aligned with•the • • • • insulation and any gaps in the air barrier shall be sealed. • • Access openings, drop down stairs or knee wall doors to unconelnoned • attic spaces shall be sealed. •••• • • • • • • • l; • • • ,% • II • • Walls Comers and headers shall be insulated and the junction of the (ouniiation • • • and sill plate shall be sealed. • • : Residential System Sizing Calculation Summary Project Title: M2J4 LLC Residence M2J4 LLC Residence 1561 NE 103 RD ST Miami Shores, FL 33138 5/4/2016 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(? ft.) Temp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(56gr.) Winter design temperature(TMY3 99%) 49 F Winter setpoint 70 F Winter temperature difference 21 F Summer design temperature(TMY3 99%) 92 F Summer setpoint 75 F Summer temperature difference 17 F Window total 413 Total heating load calculation 23467 Btuh Total cooling load calculation 41951'Biwh sqft Submitted heating capacity % of calc Btuh Total (Electric Strip Heat) 145.4 34120 Submitted cooling capacity •••••5/: of calr w intLh Sensible (SHR = 0.70) 108!1.8400 Latent 113.5 13800 Total 109.6.46000 • • •• • :' WINTER CALCULATIONS Winter Heating Load (for 1553 s Load component Load Load Window total 413 Window total 413 sqft 9367 Btuh Wall total 1240 sqft 2411 Btuh Door total 19 sqft 182 Btuh Ceiling total 1553 sqft 1599 Btuh Floor total 1553 sqft 5080 Btuh Infiltration 60 cfm 1376 Btuh Duct loss Sens. Ventilation 0 cfm 3451 Btuh Subtotal 0 23467 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh Latent gain(infiltration) 23467 Btuh Summer Cooling Load (for 1553 s Walls(10.3%) • • ••.• • • •• •• •••• • •••• •••• • •••• • .. • • • .• • • . •••• • • • • • • • • Ducts(14.7%) Floors(21.6%) SUMMER CALCULATIONS Load component Load Window total 413 sqft 15195 Btuh Wall total 1240 sqft 1952 Btuh Door total 19 sqft 278 Btuh Ceiling total 1553 sqft 1599 Btuh Floor total 0 Btuh Infiltration 45 cfm 835 Btuh Intemal gain 7650 Btuh Duct gain 2286 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 29795 Btuh Latent gain(ducts) 961 Btuh Latent gain(infiltration) 1701 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal/occupants/other) 9500 Btuh Total latent gain 12162 Btuh TOTAL HEAT GAIN 41957 Btuh 8th Edition Ceilings(3.8%) Walls(4.7%) J Doors(0.7%) 1 InfiI.(6.0%) I Windows(362%) I Ducts(7.7%) Latent int(22.6%) EnergyGauge® EnergyGauge® / USRCZB h . s, S SI/ASCE 7-1O) 2 -Ana ° . Procedure !id ffi0, W175 mph (FBC 2414) 2 0 Factor 4' 1.4 (F. G 2414) C Wired Pressure • • • .. •• • ...• • • .... • • •• •• • . • • . • • • •• • ... • • ••• • .. .. • . •.... • •••• •••• • •••• • • • • . • • • • • • • • • rid s y CBEs • • • •• •• •••• • • • • •• • • • •••••• • •• • •••• • • • • • • • • • • • • • • � BER T R N • ej*: N s•.0a sr., ;; 00000 iv`J;•;l0 Q f 1 d' • •. Rain _o. 04; '4 L ENG . �1 & 47 y. 49,06 46 40 46,66 46,09 6.80 45,63 x:.47 49.02 «..J 06.9 411969 z . • • •••• • • • • •• • •••• • • • • •• •• • • • • • • •••••• •••.• • • •••• •••• • • • • •• •• •••• • • • • • • • • • • • • •• • • s •• • • •••• • • • • • •• •