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WS-10-237 ATM sJ� ,dam/ s Miami Shores Village': 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 �" /� /' a �„ 3,.... .. OP s tz Expiration 0 121 10 Project Address Parcel Number Applicant 1022 91 Terrace 1132050010300 RUTHE SANTOS Miami Shores, FL Block: Lot: Owner Information Address Phone Cell RUTHE SANTOS 1022 NE 91 TERR MIAMI SHORES FL 33138 -3402 Contractor(s) Phone Cell Phone Valuation: $ 3 ,000.00 HOME OWNER Total Sq Feet: 0 Type of Work: WINDOWS & DOORS For Inspections please call: No of Openings: 18 (306)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Invoice Total Amt Paid Amt Due CCF $ WS -2 -10 -37060 Education Surcharge $0.60 $290.80 $290.80 $0.00 Permit Fee $280.00 Scanning Fee $6.00 Technology Fee $2.40 Total: $290.80 Building Department Copy February 26, 2010 2 j, � „ � ���f j y �; r:� oli.• �., � � ��� s �, .t r,� y. ..gi ,1 Y f i '°� ��.,: ++s° •Y� .• a1. .uh.HS $ s s k.r. .YtV;.t- '�h�.. 1 .. h i ..� .. . C�lrti' !t .M .... Y. .�� .a.k t +k ., ,c: t.. ... c e I 1 certificate of Occupan Miami Shores Village 1 9 1 10050 NE 2 Ave, Miami Shores Fl, 33138 I " Tel: 305 -795 -2204 Fax: 305-756-8972 Building Inspection Department fi w This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in1 =" 4 compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: t'+ �V j ack ltkyy "''y � j'j }Jl.Vtl' � , d Permit Type Residential Construction Bldg. Permit No. BPO4 -1548 x; Owner RUTHE SANTOS Contractor HOME OWNER � u f Subdivision[Project <NONE> Date Issued 05/28/2010 Construction Type ADDITION 622 SQ FT Occupancy Single Family , 1 i rs 4 .a 1 � k' 1022 NE 91 TER 1 1 1. Miami Shores FL 33138- y- L ocation Building Officials Approval Norman BMF57 10t ;I �.�Vo- Not Transferable POST IN A CONSPICUOUS PLACE ^' h � } r. t k� „ � " , 5 '�� '� y fL1 �.. _ai�'�' •yam., � �'a - �... � �.� ��„� Yp� � b -� ; 1,�.� d �-. .' �� . :�.. " � ; �. � - �'�� l� � ? `f�'�' V � 6 ,, *� �� � T.. S � Y � ^ } � F,i � y � *• , � ,,. u R� �d 7 u 7 v � e r e. kip Miami Shores Village ! , Building Department B' FFB 16 2010 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 t J Tel: (305) 795.2204 Fax: (305) 756.8972 V INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING S"� Perrrut No 0 PERMIT APPLICATION master Permit No. FBC 20 Perini Type BUILDING OOFING- Owner's Name (Fee Simple Titleholder) .514AfrV P Phone # ✓ VeJ ��✓ /(� Owner's Address City / State Zip 3C Tenant/Lessee N Phone # Email �(�(� Q �C ,s f7 cmq Job Address (where the work is being done.) City Miami Shores Villaee County Miami-Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: DAddition F]Alteration []New .'Repair/Replace D Eietnolition Describe Work , (A�t�2 � P .[1[ CM-r ' 1P_i l & Q!0 + h i Submittal Fee $ Permit Fee $ CCF $ j' CO /CC .$ Notary $ Training/4ducation Fee $ 0 1 Technology Fee $ 01 Scanning $ (0' Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ O4 l o •�_ ',', See Reverse side -� i li, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip rt ' Mo rtg a ge a e Lender s Name if applicable) g g ( PP ) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection' which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Si attire s1 Si ture Owner or Agent Contractor The foreg ' g instrument was ac w ged vwk The foregoing instrument was acknowledged before me this day o , 20, by day of , 20 _, by , who 's pe sonally known to a or who has produced who is personally known to me or'who has produced n I tification and who did take an oath. as identification and who did take an oath. NOTAR LTC: q NOTARY PU13LIC: Sign: 4� � Sign: Print:." Print: ~ My Commission Expires: My Commission Expires: +te4°icieF°F°�It4ededeikBed°3e ktkAr4t9t7k'&9ttkde 1tdroYie9tfeie4t�k�e 4tde ? 4edt�Y�k � tt 9° tk�tdF�Y4etkiedet @Be�dti°tk�etk�koY #ie��k•latk �l°9ttk9° &+k7k7k9tink9efett4tvksk9: ik4°t49e4e &de4td: ankdt�Y k4ti@'k�ft�YihAede�!°4e APPROVED BY 1!'10 -Plans Examiner Zoning Engineer Clerk checked (Revised 07/1 0 /07XRevised 06/102009) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 r Fax: (305) 756.8972 OWNER BUILDER DISCLOSURESTATEWM'f NAME: . ADDRESS: S Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, RS 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied fora permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one4amily or two- farrifly residence. You may also build or improve a commercial building at a frost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease, tf you sell or tease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation Of 'this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.G.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with ail applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from th law. The exemption specifies that I, as the owner of the property fisted, may act as my own contractor with certain restrictions mien though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a.property.owner unless he or -she fs r le for the construction and is not hiring a licensed contr to assume responsibility. , I nitial 3. 1 understand that as an owner builder, I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by truing a licensed contractor and having the permit filed in his or her name Insteo of my own name. I also understand that the contractor is required by to be licensed in Florida and to list his or 1' bers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or - Improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction Is complete, the law will presume that I bud trstantially improved it for sale or lease, which violates the exemption. Initial . 5. I understand that as the owner builder, I must provide drcect, orrsite supervision of the coretruction, a Initial 8. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing has or her own labor and materials. I, as an owner - builder, may held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employe while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is , not licensed must work under my direct supervision and must be employed by ma, wrhich`mearu5 that`d must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers pensation for the employee. I understand that my failure to follow these may subject to serious financial risk. initial 9. [agree that as the party legally and financially responsible for this proposed construction activity, I will abide all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department ofRevenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487:1395 or. h : /Mwuw. ° 'daficarise.comtd t Icily html Initial 11. 1 am aware of, and consent to; an owner- builder building permit applied for in myname and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inform I have provided on this disclosure. Initial T it Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Lioerwing Board and Department of Business and Professional Regulation may be unable to j assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that if an unlicensed contractor or employee of an individual or firm is injured while working on your properly, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of 20 ._ By who was personally known to me or who has Produced there License or identification. e ' OWNER NOTARY Bu t-S.- ia, 'V, 31 1 2011 '0jana llag A'l g013n Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 NNNi Isla Inspection Date: 06/26/2006 Permit Type: Imported Permit Inspector: Grande, Claudio Inspection Type: WINDOWS AND DOORS Owner: SANTOS,RUTHE Work Classification: Addition Job Address: 1022 91 Terrace NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060010300 Project: <NONE> Block: Lot: Contractor: HOME OWNER Buildina Deoartment Comments Inspector Comments Passed Failed Correction Needed Re-Inspection Fee ($76) No Additional Inspections can be scheduled until re-inspection fee is paid . Thursday, June 22, 2006 Page 2 of 2 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Project: <NONE> Owner: RUTHE SANTOS Phone: Job Address: 1022 91. Terrace NE Parcel: 1132050010300 Miami Shores Village, FL 33138- Block: Lot: Scheduled Insp # Inspection Type Inspection Status Inspector Date Completed 01/03/2006 INSP-4408 Foundation APPROVED Claudio Grande 1/3/2006 1022 NE 91 TERRACE REAR ADDITION 01/17/2006 INSP-6081 Spot Survey CANCELLED Claudio Grande 1117/2006 1 CALLED MARK AFTER I TALKED W/ MABEL AND SHE EXPLAINED TO ME WHAT IS SUPPOSED TO BE DONE. I EXPLAINED IT TO MARK THAT HE MUST BRING A SPOT SURVEY TO TRAVIS FOR HIM TO APPROVED AND THEN CLAUDIO WILL APPROVED BEFORE THE TIE BEAM AND COLUMS 01/23/2006 INSP-6971 Columns APPROVED Claudio Grande 1/23/2006 01/2312006 INSP-6973 Tie Beam APPROVED Claudio Grande 1123/2006 02/06/2006 INSP-8724 Slab CANCELLED Claudio Grande Not Complete 02/07/2006 INSP-8926 Slab APPROVED Claudio Grande 2/712006 03117/2006 INSP-1 2546 Roof Trusses CANCELLED Claudio Grande Not Complete 04/03/2006 INSP-13670 Roof Sheathing APPROVED George 4/3/2006 Deshamis 04/03/2006 INSP-13672 Roof Trusses APPROVED George 4/3/2006 Deshamis 04/2412006 INSP-15433 Framing DENIED Claudio Grande 4/24/2006 NOT READY FOR INSPECTION NO ELECTRICAL OR PLUMBING WORK DONE. WINDOW& DOOR BUCKS NOT INSPECTED Thursday, June 22, 2006 Page 1 of 2 10 ! `�� 7 S �c��s �� 009�0ar Miami Shores Village e r r fe APPROVED BY DATE p p d ova ZONING DEPT �� BLDG DEPT ��+� YY1otS{'& P' H77 X e " SUBJECT TO COMPLIANCE WITH ALL FEDERAL 36 STATE AND COUNTY RULES AND REGULATIONS j W77" w(sadQlai�hi -J (-t 301 x 38 bobjWK W1od4w ,c36 d Ppnl IPIod1 �O�jY1* bO m x e9 6•edr�m 2 H S K!E5' 6# 9 i N62 "2� T aof, W57 - mrrdornA l�V�nq f'0am• 10 "40 J •• ( Imo" b�� ��• •• i�• �:. :., Hra l'r X 57 e, -- � - ` Fbn+ W mdow • ••• ••• 6 1 r��1 k 3ao ^'' ` is m MIAMI- $A'G FLUIDA • • • • METRO- DAbMOLER BUILDING • • • • • • BUMDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGJA .. •. • • PRODUCT CONTROL DIVISION Nfl9 l :fWRIDA 3 3130 -1563 **see • (305) 375 -21 tAX (30�� l�a4908 ...... 00 NOTICE. OF ACCEPTANCE OA vrvv • w .huilrlisaizcg dw ll Le.com .' , , ...... T. M. Window and Door • • •' • • 601 N. W.12' '..' •••• �••••• Pompano Beach, Florida, 33609 • • • • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have •this product or material tested for quality assurance purposes. If this product or. material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 -605 - Single Hung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No. W06 -34., titled "Series 605 Aluminum Single Hung WDW.(LMI) sheets I through 8 of 8, prepared by Al Farooq Corp., dated 0424-06 and last revised on Aug. 12, 2009, signed and sealed by Arshad Viqar, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exception: Glass type I (sheet 4) is not approved for Small Missile Impact Rating 2. Units installed with Fin -mount are limited to max Dp = +/- 61.0 psf. 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 literatt4' 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 # 07- 0404.04 (06-0614.04) consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 09-069414 Expiration Date: July 05, 2012 • •. Approval Date: September 02, 2009 �� Page 1 0000 • 0000 0000.. T .. • M. Wind _ow aad Door 000000 :• :0 :0000: NOTICE OF ACCEPTANCE: EVIDENCE SUBmTI„ �' jr 0 0 :-096 A. DRAWINGS (Transferred from file # 07- 0404.04) ' . 0 0 • • % 0 • • 0 • • • • • 1 • Manufacturer's die drawings and sections. 0 • • • • • • • • • 2. Drawing No. W06 -34., titled "Series 605 Aluminum Single H • • 0 0 0 • • • • • �: ", sho+ets i • through 8 of 8, prepared by Al- Farooq Corp., dated 04 -24-06 and last refistd on A dig 2, 0006:4 2009, signed and sealed by Arshad Viqar, P.E. .. • •••••• B. TESTS 0 0000 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 0 o*** 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Large Missile Impact Test, TAS 201 -94 4) Cyclic Loading Test, per TAS 203 =94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL-5439 dated 12 -10 -07 and FTL -5742 dated 01- 22-09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07 0404.04) 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static .Air Pressure Test,. Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 3. along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FT1-3975 dated 10- 22 -03, FTL -3755 dated 03 -24-03 and YM -4514 dated 01- 25 -05, all signed and sealed by Edmundo Largaespada, P.E. 4. Additional test report No. CTLA -416W dated 0411 -00 issued by Certified Testing lab w/ addendum letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL- Farooq Corp. , dtdd 05- 15 -09, signed &sealed by Arshad Viqar, P.E 2. Glazing Complies with ASTM E1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia for "Saflex MG clear & color interlayer", expiring on 05/21/2011. 2. Notice of Acceptance No. 07- 1116.11 issued to SAF- Glass, LLC for "SAF -GLAS polycarbonate laminate ", expiring on 12/16/2012. 3. Notice of Acceptance No. 09- 0310.02 (Former NOA# 03- 1123.04, Surface Specialties Tech), issued to Cytec Industries Inc. for "Uvekol S ", expiring on 02/08/2010. F. STATEMENTS 1. Statement letters of Compliance and "no financial interest ", both dated 05/28/9, signed and sealed by Arshad Viqar, P.E. 2. Statement of Lab compliance letter, part of test reports. G. OTHER 1. This NOA revises NOA # 07 0404.04 (064614.04), expired on July 05, 2012. 2. Test proposal # 07 -3765 approved b y BC dated Feb. 0 2007. ,- Uhaq L thanda, P.E. Product Control Examiner NOA No 09- 0604.24 Expiration Date: July 05, 2012 Approval Date: September 02, 2009 E -1 53 f /8' S3 1/8° �u A'i WINDOW WIDTH WINDOW WIDTH 48 1/4" 48 1/4' D.L. OPG. W. (FIXED) D.L On. W. (FIXED) (SURFACE D moo) A 21° MAX. (umF MAY BE USED HEAD/S�L NAY eE USED AF HF-�/U fl d i l ii I n I • $ ii ii Fi ! ii ii i pV N u II i —__ — II 11 i v n u u n u It 'I W i e0 � �� � a S gam/ MAX. 5 1/2' MAX. z z 0 47 3/4" CORNERS 47 3/4' H EAD / S u THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. O.L. OR (VENT) BIERS � 0 � � SHUTTERS ARE NOT REQUIRED. D.L. OPG. Nt 50 1/8" as emppw S wkb tim mark's SERIES 605 ALUMINUM SINGLE HUNG WINDOW VENT WIDTH Wi t' VENT ) WIDTH � DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL. ELEVATK)N l�cn TYPICAL ELEVATION CHARTS SHOWN ON SHEETS 2 & 3. EQUAL LISES a I1W WITH OPTIONAL FIN APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE (SEE DESIGN CAPACITY CHART) 11100 EQUAL UTES COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) � � 4 WINDOW TYPES N MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. D.L.O. WIDTH (FIXED) - WINDOW WIDTH — 4.875° milli I D.L.O. WIDTH (VENT) - WINDOW WIDTH — 5.375" THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE D.L.O. HEIGHT m WINDOW HEIGHT /2 — 4.5° C _ « REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 ED INCLUDING LAMINATED OBKSN • • • C GLASS � • ° ° • HIGH vELOC1IY HURRICANE ZONE (HHVHZ). INSUL. LU • 1 B OR 20Y WOOD BUCKS BY OTHERS, MUST BE AN04MD PROPERLY TO LARGE MISSIEE IMP ICI TRANSFER LOADS TO THE STRUCTURE. . • *00 • •4 • • • • ANCHORS SHAD_ BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS 19VA. EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALT. DRESSING OR STUCCO FL 3398 CAN. / 38883 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS — • • ARE NOT PART OF THIS APPROVAL. • • . 0:0 • • ' A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • • • • • • • drorinq Mho. MATERIALS NtXUDING BUT NOT UMDED TO SFEEI L SCREWS, THAT COME INTO • . • • • • • CONTACT WITH OTHER DISSIMILAR MATERWLS MEET THiE REQUIREMENTS AUG 12 M . • • • • "^' `¢ • • OF 2004/2007 FLORA SM. CODE SECTI 2003. 8.4. sheet 1 of 8 o r ♦ • • • • • • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPACITY - PSF y �V (WITH AW IINOM REINFORCING) !16 Gum TYPES WINDOW DIMS. GIM TYPE 'B' rum TYPE 'C' D' & 'E' GIASS TYPE 'F' TYPE 'G LASS TYPE '11 GLASS TYPE 7' GLASS TYPE R' WWH I HEIGHT EXT.( +) I INT.(-) EXT.( +) IMT.( -) EXT.(+) lKT.( -) EXT.( +) IW.( -) EXT.( +) TNT.( -) EXT.( +) lXT.( - EXT.( +) lKT.( - EXT.( +) 1M.( - Q f9 -1/S° 80.0 80.0 70.0 70.0 614 61.0 WA 804 WA WA 80.0 80.0 WA 80.0 80.0 j W.0 1 25 - 1/2" 26 . 80.0 80.0 70.0 70.0 61.0 61.0 W.0 80.0 80.0 W-0 80.0 W.0 WA WA 80.0 80.0 31 37" (4) W.0 W.0 70.0 704 614 51.0 WA 80.0 WA MO W.0 WA WA W.0 BOA W.0 3 53 -1/8" W.0 W.0 70.0 704 61.0 614 804 W.0 804 60.0 80.0 W.0 WA W.0 W.0 804 19 -1/8' W.0 W.0 70.0 70.0 61.0 61.0 804 80.0 SOO WA W.0 WA 80.0 50.0 804 80.0 28 -1/2' 80.0 W.0 704 704 614 61.0 W.0 W.0 WA 80.0 WA WA WA 80.0 80.0 80.0 j 08 -3/8 . 000A666I •37' (4) W.0 W.0 W W 80 70.0 70.0 81.0 61.0 80.0 .0 .0 .0 80.0 WA BOA WA 80.0 60.0 53 -1/B 804 804 70.0 70.0 61.0 614 BOO 80.0 SOM ODA 80.0 804 MO 804 80.0 804 � Q < 19 -1/8' 80.0 WA 704 704 61.0 61.0 60.0 80.0 WA 80.0 80.0 WA 60.0 W4 WA 80.0 26 -112' 50-y /8 . 60.0 �.0 7c.o 7aA 6/.0 61.0 �.a Bolo �.o �.o 80.0 80.0 Solo 80.0 804 W.O ; 37* �) W.0 W.0 70.0 70.0 81.0 614 WA 80.0 80.0 BOA 80.0 80.0 80.0 80.0 60.0 130.0 53 -t /8' 80.0 WA 1 70.0 1 70.0 614 61.0 110.0 W.0 80.0 80.0 804 80.0 WA BOA 80.0 SOA 4 g 19 -1/8" 80.0 80.0 70.0 70.0 614 1 81.0 80.0 WA W4 804 80.0 60.0 80.0 80.0 804 80.0 28 -1/2' 56-6/6 604 80.0 704 704 81.0 61.0 1 80.0 80.0 WA 80.0 80.0 BOA 80.0 804 80.0 60.0 37' (6) W.0' 80.0 70.0 704 614 814 80.0 80.0 80.0 BOA 80.0 80.0 no W.0 W.0 80.0 53 -1 1S° - - 70.0 70.0 61.0 61.0 00.0 804 804 80.0 80.0 80.0 801) 80.0 WA 80.0 19 -1/s' WA 80.0 704 70.0 61.0 81.0 80.0 W.0 80.0 80.0 604 80.0 66.0 80.0 80.0 Bob 1 26 -112° or 114.0 80.0 70.0 Tao 61.0 61.0 BOA ODA W-0 60.0 60.0 =0 80.0 BOA Bo.O 60.0 37' (6) BOA 60.0 70.0 70.0 61.0 614 80.0 WA 80.0 SDA BOA 60.0 80.0 =0 80.0 804 10 83 -1/8° - - 70.0 704 61.0 814 80.0 SOO 804 8D.0 SDA WA 80.0 80.0 BOA 80.0 8 i 19 -1/8' WA 80.0 704 70.0 61.0 61.0 80.0 WA 804 80.0 80.0 80.0 80.0 80.0 804 80.0 . 26 -1/2' 72 . 80.0 80.0 70.0 70.0 614 61.0 BOA BOA W.O 804 60.0 8D.0 80.0 80.0 80.0 80.0 37" (7) W4 WA 70.0 70.0 6tA 61.0 80.0 WA WA 804 80.0 W.0 WA 80.0 8D.0 80.0 'Q V 53 -1/8" - - - - 61.0 61.0 - - 80.0 BOA BOA 80.0 78.2 7 &2 SOA 80.0 t9 - 11e" WA 804 70.0 704 61.0 81.6 WA W4 WA 60.0 804 WA 80.0 80.0 BOA 80.0 the 1 ^ 26 -1/2' WA W.0 70.0 70.0 61.0 61.0 BOA 80.0 W.0 W.0 W.0 W.0 WA 80.0 WA Sob � z' ' 76 -3/4' a y 37' (7) WA WA 70.0 70.0 61.0 61.0 804 W W .0 .0 60.0 W.0 604 BOA WA W.0 WA Ie t' lz- �Za 7a 83 -1 /8" - - - - 61.0 61.0 - 77.6 772 WA WA 74.5 74.S WA WA 24• RDA WA 1 70.0 1 70.0 814 1 814 WA W.0 1 804 80.0 80.0 1 50.0 I SOM 80.0 80.0 80.0 30" BOA WA 704 70.0 61.0 61.0 86.0 80.0 80.0 1 WA 804 80.0 80.0 W.0 BOA Ba0 Q 38 80.0 WA 70.0 704 81.0 614 00.0 W.0 80.0 Bob 80.0 80.0 80.0 W.0 80.0 W.0 d 42' (5 W.0 80.0 704 704 61.0 81.0 WA 110.0 WA 80.0 80.0 80.0 ODA 80.0 80.0 WA Y 48 Sao W.0 704 704 614 614 80.0 W.0 WA 80.0 WA 1104 804 60.0 80.0 WA 54' W.O 60.0 704 704 614 61.0 80.0 80.0 80.0 WA 90.0 80.0 BOA W.0 80.0 80.0 24 W.0 W.0 704 704 614 S1A W.0 WA WA W.0 WA W.0 WA 80.0 W4 WA 30' W.0 804 70.0 70.0 1 51.0 61.0 80.0 W.0 WA 804 BOA BOA WA 80.0 90.0 a" c g 35" W.0 1 80.0 704 704 61.0 61.0 I WA BOA WA WA WA 80.0 60.0 8a0 80.0 60.0 42' ) W.0 WA 70.0 704 61.0 61.0 WA WA WA W.0 W4 80.0 SOA A 800 W.O W.0 g tl 48' 80.0 80.0 704 70.0 61.0 61.0 80.0 80.0 804 ODA W.0 80.0 . WA WA 80.0 SOA 84 - - 70.0 704 61.0 51.0 SM WA 80.0 80.0 WA BOA 80.0 804 SOA 80.0 24" WA WA 70.0 704 61.0 61.0 800 WA WA 80.0 8D.0 80.0 80.0 $0.0 1 WA 1 $0.0 GLASS CAPACITIES ON THIS SKEET ARE • • : ^ 30 SOO 80.0 704 7a.0 614 61.0 SGA WA 80.0 604 WA 604 W4 80.0 80.0 W.o BASED ON ASTAd E7 300 -02/04 {3 GE$TS� W • • 38 W.0 6a0 70.0 no 614 61.0 W.0 W4 W.0 80.0 BOA W.o W4 W.0 W4 80.0 AND FLORIDA +BUILDING COMMISSIO�4 '' ` ° ° • 42" 72' 70.0 70.0 61.0 61.0 W.0 WA W.0 W4 W.0 80.0 W.0 Ba0 W4 WA DECLARATORY STATEMENT DADS -0% -218. • • g • • 48' (7) - - 61.0 81.0 - - 804 W.0 I W.0 WA 1 80.0 W.0 W.0 80.0 ••• ••: W . T ' .• V ".S - 61.0 814 - - 78.1 79A 79.1 76.1 76.8 76.8 78.4 76.4 CAL 3 � 24' W.0 60.0 704 70.0 81.0 614 WA WA 80.0 WA 80.0 WA 80.0 804 W.0 WA PM E Y 3503 8 CAU 3= 30 W.0 W.0 704 70.0 81.0 1114 WA 80.0 WA . W4 WA 80.0 WA W.0 W.0 WA • 38° - - 614 Sim - - W.0 80.0 80.0 WA s0.0 BO.O 80.0 80.0 • • • W • • ° • • • 42 ) - - - - 614 614 - 8D.0 604 80.0 WA $0.0 804 W.0 1104 • • • • • • • - silo 614 - - W.0 WA W.0 WA 77.6 77.5 WA WA • • • • w dia • • • () NO. 84 PARENTHESIS IPl=TE ND. OF ANCHORS PER .8618 AUG 12 2909 • • • eet 2 of • • 611961 a � e o . .. .... • .. . ... . . . ... . . DESIGN LOAD CAPACITY - PSF V . (WITS STEEL REINFORCING) _ _ f WINDOW DDIS. GIASS TYPE 'B LASS TYPE V WIDTH HEIGHT EXT.( +) 1NT.( -) EXT. ( 1NT.( - 19 - 118" 800 99.3 80.0 115.0 28 - 1/2" 28• 800 99.3 80.0 115.0 8 37" (4) 804 99.3 80.0 1 118.0 8 ffi 111555 53 -1/8' 80.0 98.3 80.0 1150 19-1/8* 80.0 99.3 80.0 11 26 -1/2° 3) 80.0 80.0 9&3 80.0 115.0 3T• (4) SO 99.5 80.0 t 19.0 S3 -t/8 1 810.0 ".3 80.0 ! iS.o 7 06 n 19 -118 80.0 99.3 80.0 115.0 Y 1 29 -1 /a• W-5 /8 . SD.0 99.3 80.0 1ISA 37 (3) 80.0 99.3 80.0 j 115.0 4 53 -1/B• Sax 99.3 800 1 115.0 19 -1/8' 80.0 99.3 80.0 115.0 26 - 1/2• s8 -s/8• 80A 99.3 80.0 115.0 37° (a) 80.0 99.3 80.0 11 53 -1/8' - - 80.o 1tso 1 19 -1/8 8oA 99.3 80.0 115.0 26 -1/2• 83• 80.0 99.3 804 115.0 g 37" {6} 60•0 983 1D4 I t154 „Q 5S s3 -tJ8' - - 80.0 1 115.0 18 -1/8' 804 993 80.0 115.0 Q 4 a8 72• 37" (7) 10.0 99.3 80.0 1 u.0 z 37' 90.0 993 800 115.0 6 = x 19 -1/8" 78-3 4" 804 99.3 80.0 115.0 N 28 -1/2 ( 80.0 99.3 800 115.0 CI 37' 800 99.3 10.0 118.0 D $ 24" 80.0 98.3 60.0 115.0 OYIRItbI°gPto>N� Z 30" 80.0 99.3 80.0 1 115.0 N° •2y � 36• 1 . 80.0 99.3 80.0 Its.0 oom Dais tl 42• 80.0 99.3 80.0 115.0 � pa 48" 804 98.3 804 119.0 84' 80.0 99.3 804 115.0 Nol 24" 80.0 99.3 804 115.0 30' 80.0 993 800 It" � 38' 80.0 993 800 113.6 42' � amo 99.3 800 1154 e 48" 80.0 993 800 It" M. 80.0 115.0 - 24" 80.0 99.3 80.0 115.0 30' 72 800 993 800 1150 NOTE: 38 (7) 80.0 993 80.0 115.0 GLASS CAPACITIES ON THIS SHEET ARE a • • • 42' - - eo.o 115.0 BASED ON ASTM E1300-02/04 (3 SM. t; fSj < ' a • 24 84• BOA 99.3 2 0 t 194 AND FLORIDA BUILDING COMMISSt(�V • • • • 30" 8 80 99.3 11.0 I1sA DECLARATORY STATEMENT DCA05- 1%-219• oo * • • () NO. IN PAWNTHM INDICATE NO. OF ANCHORS PER 4MIS • • • • • • • s • CrAL Fl CAA. • ••. .. • .. . 0 . AUG 12 2009 ••• :• .• 34 • ••• shad 3 of #jj ••• • • • • •0s • • • • • • • • • • • • •• •• • • •• •s ��V � ` 1 /8' ANN. CLASS 'af .015" URETHANE LA ADHESIVE 1/8' ANN. CUSS 3/18' ANN. GLASS 3/19' ANN. GLASS 3/16' HEAT STREN'D GLASS 070'INTERUIYLY 120' INTERLAYER 120' WTERLAYER GW iMERLAYER 120` INTERLAYER By ' � >'3 SER' 7Y UVEKOL -LK1 RESIN UVEKOL -L.IQ RESIN SAFLE% LUG PVB BY SOLUTIA UVEKOL -UQ RESIN BY SECURf IMPACT GLASS A � � h .015 URETHANE ADHESIVE 1/8' ANN. MUSS 3/16' ANN. GLASS 3/16 ANN. GLASS 3/19' HEAT STREN MASS ASS 1 /8' ANN. class 'a D z' t � SIUCCNE SILICONE " SILICONE SILICONE SILICONE aB 3 OW CORNING 995 DOW CORNING 88S $ OOW 9A CORNING 995 DOW CORNING 995 �+ DOW CORNING 995 m I m io 11 1 m m C3 I. � ZZ{lq � QQ a� mt n 9 n 9 n I P I ~ i � We1 S g F t I t I i • 1 ( 1 1 1 1 1 1 µ S 10 t0 DD A SS TYPE 'B' 0000 GLASS TYPE 'C' GLASSY 'D' GLASS TYPE 'E' CLASS5 TYPE C 7�4 1/8' ANN. GLASS 1/8' SAF U TEMP. GLASS 4Nti 1/8' ANN. GLASS 1/8' HEAT SREWO GLASS 1/4' Aug SPACE 1/4' AIR SPACE le .090' INTERLAYER .090' INTERLAYER i /8' ANN. GLASS 1/9' HEAT sTRE'T1'D GLASS y W D m W SAFM So PVB BY SOLUTIA SWLEK MG PVs BY SOLUTIA .090 WTERLAYER .080' uV PVER B BY 'SOIU No .�� `, L �p0 SAFE% Or. t� 'SOI BY tlTW' T.EX UIG PVTIA' F t0 0. 1/e' ANN. GLASS 1/8' HEAT STREN'0 GLASS 1/8' ANN. GLASS 1/8' HEAT STRENb OfASS �gg Wv<dm Y NE NE GE SILICONE SILICONE SILICONE RGS>J00 RGS7700 GE ittS7700 GE R Q �V/JJ �• r i TYPE 'G' n a GLASS TYPE 'H' GLASS TYPE 'I' a GJASS TYPE '3' n • • < m o • THIS CRASS TYPE ONLY FOR • • • • • • LARGE MISSILE IMPACT USE. NOT QUALnO FOR SMALL Lrro: A7 OM ww • • 000 • •B • • • • MISSILE IMPACT AWAS. CPAL FL& PE 39!763 $ GLAZING OPTIONS MAN. • • • • • � � k • • i i i ••• draMfng •io. • i i AUG 12 2009 • • • i • • • wa 34 • sheet 4 of $ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS II.LUSTRATNE OILS. ONLY TYPICAL ANCHOR$ 44 . SEE ELEV. FOR SPACING NOT O W. FINISHES j - SEE ELEV. FOR SPACIW METAL MIAMI –DAOE COUNTY APPROVED . l i) WO 1 STRUCTURE MULLION 8c MULLION ANCHORS • IY�O &JCK n n e < n G n ° n G < k n SEE SEPARATE NtM 1 $ ° -- G a ° n �e A, 1 1 � af• \ \ h Ao T 8 .N TYPICAL ANCHORS Ei TYPICAL ANCHORS Q i '' �' TYPICAL ANCHORS - SEE IV. FOR SPACING SEE ELkV. FOR SPACING Q G FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOAD$ IMPOSED BY GLAZING SYSTEM # ii66 AND TRANSFER THEM TO THE BUILDING STRUCTURE. g m 4 TYPICAL ANCHORS SEE ay. FOR SPACING a 1 /4* 7APCIINS 'F.�Q. tFum720 IC51. Fy.92 K51> till INTO 2BY WOOD BUCKS OR WOOD STRUCTURES iS OPT IS OPTION% To 1 -3/8" MIN. PENETRATION INTO WOOD S SPRING LATCH J SPRING URCH F A T2 RERN tz IP iRC1 t THRU 18Y BUCKS INTO CONC. OR MASONRY oPTwnis � OPStONS i 1FMti•lMI� Oe Pi SEE SHEETS 2 & 3 SEE .S �� t -1/4" MIN. EMBED INTO CONC. OR MASONRY 5 3 Z DIRECTLY INTO CONC. OR MASONRY Its 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY o ai B 4 BO G a CWO Via SMS OR SELF OMIJ°fA1G SCREWS (GRADE 2 CRS) Z¢= NS S•�J SEE SHEETS .i' SEE SHEETS INTO METAL STRUCTURES << t t z & 3 O i t i 2 6 J STEEL : 12 CA. MIN. (Fy - 36 KS MIN.) ALUMINUM : 1/8" THK. MIN. (6063 –T5 MIN.) a (STEEL IN CONTACT WITH ALUM TO BE PLATED OR PAINTED) Www . I �z I t 1112 SMS OR SQF DRILLING ING SCREWS (GRADE 2 CRS) o 1 c INTO MIAMI –DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) $ I , i (NO SHIM SPACE) TYPICAL EDGE DISTANCE S i INTO CONCRETE AND MASONRY = 2 MIN. I INTO WOOD STRUCTURE - i" MIN. ^ INTO M c ETAL STRUCTURE 1 j2" MIN. CONCRETE Yc +n 3000 PSI MR. � a C –SO HOLLOW /FILLED BLOM ('m - 2� PSI MEN. e e � a SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH O •, I 2 C SILICONE OR ACRYLIC SEALANT. e • � � I , • •• T �VEEPHOLES: TT • • • ` • - • ` W2 - 7/8 LONG NO AT EACH ND OF XT EROR LEG• • • • • N • -­=� , ° ° a a ' A_:TU'RNNATE FRAME SILL o % gf3® n" a n" n 8.. TYPICAL ANCHORS ` SEE ELEV. � SPACING • • • • • • • • • • • t • SEE ELEY. FOR SPACING • • • • •O. • • FRAME 16M FIN OPTION AUG 12 ZM9 • • • a • • 6-34 • • • • • (UMiT DESIGN CAPACITY TO *61.0 PSF MAX.) sheet g of 8 • •• •• • • • •• •• ••• • • • ••• • • VENT WroTT1 !M1'EM PANS DEBCBIPTION MAT ERIAL MANF. PP B 41'>! !s0 IJBR /BEMARXB 1 /4" MAX. i GW -36763 I FRA HEAD 8093 -T8 A . D.L. OPG. W 1 /4 MAX. SHIMS 2 OW -37731 .r 1 FRAME Silt (4" HIGH) 8081 -T8 - .__�,.'!.� - I SHIM [ -1 6 18 2A BA -38 08 1 F RAME SILL (3 HIGH) _-__- 8083 -T8 "f, 8 13 " - 17 TYPMAL ANCHORS 3 OW -314 2 FRAME JAMB BOBS -T8 - -� SEE ELEV. METAL OR SPACING 4 -38708 1 MEETING RAIL 8085 -T8 STRUCTURE 7 19 v ° B GW- 36688. t VENT TOP RAM, 6083 -TB O 6 GW -37730 I VENT BOTTOM RAIL (4 SILL) 8083 -T6 - 6A OW -37 1 VENT BOTTOM RAM. (3 SILL) 6063 -TS 7 OW -31134 2 VENT JAMB STILE 9083 -18 - n 8 GW -31470 2 VENT STOP 8083 -T8 - Wj At�H6RS ! - _ _ _ _ _ _ _ _ _ _ _ ! ° 9 19 -56 4/VENT GLAZING BEAD ANGLE 8063 -T8 - Q SEE ELEV. _ _ _ _ _ _ 9A TU -123 4 GAZING SAD 6063 -TS - FOR SPACING _ _ _ _ /PENT ati VWD BUCKS 98 TM -170 4/VENT GLAZING BEAD 8063 -T8 - ° 9c TM -181 4/VENT GLAZING BEAD (INSUL.. LAM. GLASS) W03-TO 10 88 X 112 12/VW GLAZING ANGLE SCREWS STEEL PH SMS q IR EXTERIOR ° 3 11 4037 (1) STRIP FIN SEAM. VEA7FRIRSTRIP - MTG.RNL /FRAME SIL g D.L. OPG. (FIXED) ° ° 12 2240 ( STRIP FIN SEAL WEATHERSTRIP VENT TOP WINDOW VRDT14 13 3722 (2) STROP FIN SEAL WEATHER671ITP - VENT JAMS STILES 14 2 1 1/2 ° x3/4 ° FINSEAL PAD - FRAME SRI. CORNEA ."'.. TYPICAL ANC+$TRS is - 2/VENf LATCH LOCK AT S' FROM ENS CASE VENT WP g T 1 SEE ELEV. FOR SPACING 150. TM -118A 2/VENT SPRING LOADED EGRESS LOCK 8083 -T6 VENT BOTTOM RAIL TYPIC& ANCHORS SEE ELEV F'OR 16 4ASK VENT GLADE NYLON VENT WT. CORNERS Q � p 1/4 MAX O} 17 - 2/VENT CA.OWELL SPIRAL BALANCES - AT FRAME JAMS (A M SHIM 1/ 18 WYR -9302 2/VENT BALANCE COVER VINYL FRAME HEAD o .j 8 13 18 MAX. 19 "s 2/VENT CALDYALL BALANCE CLIP - VENT BOTT. CORNERS 20 2 jt2 x 3/4 P.H. SRS STEEL (1) AT EACH BALANCE At _ =U d 7 21 - 8 1 /12 x I" P.H. SMS STEEL FRAME CORNERS N �I . 22 - 8 #10 x 1 P.H. SMS STEEL VENT CORNERS 23 - 4 /8 x 3/4° F.H. SMS. STEEL (2) AT EACH LATCH Z y 24 - 4 06 x 3/8" F.H. SMS. STEEL AT EA PLASTIC GUS d.... ZS - 1 1.1 3/t6x3 /4x1 /8° CHANNEL. STEEL AT VENT TOP 28 - 2 tx1/4 TH11.x4 LONG BAR ALUM, (I)AT EA WYO. RAIL W000 K 27 - 1 1 /2%1x1 /2x1/8° CHANNEL STEEL AT MEETING RAM. WOOD 26 TM -181 2 FIN TI M FOR JAMBS 6983 -T6 - 29 TM -163 I FIN TRIM FOR HEAD 6063 -T8 - 30 TM -164 1 FIN TRIM FOR SILL 8083 -T8 - 3 WINDD• WIDTH 31 TM -178 t MTG. RAIL REINFORCING CHANNEL 6083 -18 AT MEETING RAIL 3 MIAMI COUNTY -- A PPR D CLAPPED MULLION 32 'TM -178 1 TOP RAM. REINFORCOw CHANNEL. 8083 - TS AT VENT TOP FRAME WITH FIN OPTION SEE SEPARATE NDA - TYPICX S EM. ORFRSSPAING w A tka Ri•Mb $ _ tnl�e 1 • VICAR so lMMk FLA -- -- - __= CA " "' I � - • 8 tI • EXTERIOR • • • • • D'9 �. • • WINOW • • •• W� -344 •• ••• WmTH WINOOW WIDTH AUG 1 2 2109 • • • 5 of • •• •• • • • •• •• p- 3.042 .062 1.425 125 438 {� _ / I n 1� f, 2.900 .082 �\ ..,� `. r� Z 8 .082 7.000 - 0 3.088 L 3.718 � I ) 622 a 10301.408 .125 --I Fj O FRAME HEAD 4 •250 " -� s 3.087 .048 .405 � 2.375 MTC. RAIL REWORCINGS MTG. RAIL REINFORCWW 1.000 s� FRAME JAMB a4 NAIL FIN (HERO) STEEL ALUMINUM p °ffiT m 3.340 # g ,.000 1.290 .385 1�. _ Yggj? iF .838 A40 .052 2.788 1.aw '- ,582 .082 .082 2.180 1.187 ^� 1.188 •� 1.5fm O 1.379 2.9� O O .125 .92J ^ TOP RAIL REINFORCING TOP RAIL REINFORCING. o nxm MEETWG RAIL O VENT STOP V NAtt. FIN (JAMB) STEEL ALWMLIM 1.375 3.199 .183 M 71� q 540 - � .50 .054 1.324 a 116V18F.P . _�. b Ow 1.750 2.250 1.3 082 . No Z 923 L N O] 9� I I -.i osz 3.277 t zta t.�H ' $ 3 ° a o y -�I .888 h- 2.soo GLAZING BEADS L 8t 1.000 s� a Q VENT TOP PAIL O SASH SIDE RAIL ® NAB. FIN (SILL) ® LATCH LOCK 2.404 3.245 .887 2.202 3148 QHS .887 .082 �•^ d $ 3,312 •082 • • • . • • • • • • • • d g 4.312 4.347 2.830 • • • • • • • • • O < m u o 3.827 3� •• •• ••• • • ••• •• � 3.438 3.359 • • • • .•• • . .•• .082 2.938 FLA. PE oea CAOL s53a 3.147 H--- -3.14, • • • • • • • • �'+ I 1.378 --�I - 1.379 • • • • • • • •wtrtg np. ® FRAME SUS • AUG 2 2f • • • • • • • W06 -34 Q VENT BOTTOM RaLS • • WM' OTHER SILL CAN 8B USM sheet ] Of 8 o r . ...... . ... ... . . . ... . . 11 III @ •o Z u �_ �v O o 21 a 4 8 1 t3 I t ON cl�j � I l 0 o a N Z3 Op . ......... . • • • • • • • • • • • •• •• • • mv to ..... •• RA PE "Um R . • • • • • • • �o.ing no. s Op • • • • • • • • • • • •• •• • • • •• •• Op f HIAM MIAMI.DADE COUNTY, FLORIDA ® METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buil ftgco de onHne.com '13R T. M. Windows & Door, LLC • 601 N. W.12 ••• •••• • • ••• * 0 96 6 :•. 00 Pompano Beach, FL 33069 0 0 . 0 0 0 9 00 0986:6 996966 • 0000.. 00 SCO PE: • • • : 9 6 6: 9 • • 6969_ • 96669 This NOA is being issued under the applicable rules and regulations governing the use of,�tmction matefials. • • • 0 The documentation submitted has been reviewed by Miami -Dade County Product Control Avieion anaectcpted • • • • • by the he Board of Rul Jurisdiction Appeals s (BORA) to be used in Miami Dade County and other vChere alloWed by 0 064:0 A u th o ri ty H aving (AHJ). 96899. 9 9 • 9699: This NOA shall not be valid after the expiration date stated below. The Miami -Dade I GM;nj Prot t-Control' Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve t'h'e right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Verity Hurricane Zone of the Florida Building Code. DESCREMON: Series "230 " Outswing Aluminum Door w / wo sidelites APPROVAL DOCUMENT: Drawing No. W02 -77., titled "230 Alum Outswing Door w /sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. TVIIS H,E IMPACT RATING: Large Missile Impact Resistant Limitation: Exterior (positive) design loads to be limited per sheet 2 of the drawings. LABELING: Each unit shall bear a permanent label with the manufacturces name or logo, city, state 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 & renews NOA # 02- 1016.09 and consists of this page 1 & evidence page E -1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No 06-0327.02 MIAN tav rte Expiration Date: December 26, 2012 Approval Date: July 17, 2008 Page 1 T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS (Transferred from file # 02- 1016.09) • • • • 1. Manufacturers die drawings and sections. .. • 2. Drawing No. W02 -77., titled "230 Alum Outswing Door w/ sidentfj.. ", shgets.t • Goes through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28A2 ad last . : 0900: revised on Apr 24,2008, signed and sealed by Dr. Humayoun Famq, F. E.:... ;. ; B. TESTS ...... .... ..... L Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 • •. s .. •, ;. 2) Uniform Static Air Pressure Test, Loading pc 1'A$ 202 -94 .. ....: 3) Water Resistance Test, per FBC, TAS 202 -94 s :***as ;....; 4) Forced Entry Test per FBC, TAS 202 -94 *00* : . • "'. ' 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 aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5458, dazed 02/15/08, signed and sealed by Carlos S. Rionda, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -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 aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL -3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (transferred from file # 02- 1016.09) 3. Referenced test report per TAS 202 -94, Test Report No. FTL -2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTM E -2002. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). hb q L Chanda, P. E. Product Control Examiner NOA No 06- 0327.03 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 E -1 T. M. Windows & Door, LLC NOTICE OF A PT NCE SJM D E. MATERIAL CERTIFICATIONS 0 1. Notice of Acceptance No. 06 -0216.06 issued to Solutia Inc. for "SaaVex MG "" � � � � � • interlayer", expiring on 03/04/09. ...... . .. 00000 2. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, LLC for :SA&GLAS, . • 0000.. polycarbonate laminate ", expiring on 12/16/12. . • • • . o 0000.. 0000. 0000 0000.. 00 0..0 •0000 F. STATEMENTS * • ....:. 1. Letter of conformance and 'No financial interest, dated 03- 08- 2988•9iSned & • • sealed by Dr. Humayoun Farooq, P.E. • • ; 000 • • • • • • 2 Statement letter of compliance, as part of above test report. 0000.. .. 4, . 0000 • • 0000 G. OTHER 1. This NOA revises & renews NOA # 02- 1016.09, expired December 26, 2007. 2. Test proposal # 07 -3698 dated Nov 08, 2007, issued by BCCO. lsk� Ishaq L Chanda, P. E. Product Control Examiner NOA No 06-0327.03 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 E -2 • • ••• • • • ••• • • s • • • • • • • ••• • • • • ••• t . ANCNORS AT M70. STILE MOB ANCPIORS AT MTO. STILE ENDS ((4) READ. FOR WOOD INWALlAMON9 (4) REOD. FOR WOOD BIiTAIlA710NS • • • • • (2) RM. FOR CONM W STALLATI NS (2) REM. MR OONC. O�TALIATIOAIS 71 9/8' i • s • • • • •• • • FRMIEfADfli FPAT� wum n S FALS C E MVP • • e • 3' • t' 0 3 i • 8i t3' MAX. 8' Mk7L SURFACE APPLIED 8" 13' MAX. S' MAX MAY BE USED • • TIEAD HEAD/'SLL F ALSE BE USED NEAR , HEAD /SGl i 1 C C I CORPS I If 11 _ 1 It • • • • ••• t • ••• • • • ••ll � \ II II II / ( \ TI iG � �� i i • • s ii / \ ii II � •• ___�• �._ • • ='�'� s - = � +�_ = __= �___ _o_ > =_ � _'s- silt -- == a u n p� t n u It I I / u � it ❑ / n I u\ Loci 4 it 3^ / - -// It I - p a It it 1 II II It j it II \ it TI / H \ 11 { it / It - - - -- - - --- II fl \II I✓ II \tf I✓ l it I C {� O ii IN -A" ACFPIE ii W-A fNE t A ", QQ Q Nf u\ u "I 33 3/8' 28 1/2' 25 1/2' 33 3/8' 28 8/e' 28 5/8' z O y 0.1- OPCL O.L. OPO. OL OPG. D.L OPD. \ 3a 1� 1 1/4' PANEL WIDTH 34 1/2' + PANEL WIDTH 34 I/2' v �T PANEL WIDTH 11 PANEL WIDTH 37 8/8' 7T 8/8' 37 8/8' SIVELITE WIDTH DOOR FRMB: WIDTH SIDAITE WIDTH gg (OXXO) ()8 TYPICAL EIEtIA77�1 SERIES -230 ALUM OUT —SWING DOOR W/ SIDELITES ; ` I DOORS /SIDELM GLAZED WITH LAMINATED GLASS RATED FOR Qonw LAR MISSILE IMPACT AND REQUIRE NO SHUTTERS. 9TAHm td 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE - RMFOWS HIGH T NE (Waa C°QE 2004/2007 ELI LAMMATED GLASS < m WOOD > � aE ANCHORED PROPERLY TO TRH LARGE MISSILE IMPACT � ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON OETAES. ANCHORS SEE SHEET 2 FOR GLASS TYPES AND mmaT m � EMBEDMENT TO BASE MA70M 94AL. BE BMW WALL DREMING OR STUB. DESIGN LOAD CAPACITIES. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS $ X ARE NOT PART OF THIS APPROVAL. g A LOAD DURATION INCREASE IN ALLOWABLE STRESS 6 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ' ;7 MATmu uIOL1 BUT NOT LIMITED TO STEQ.//1@TAL SCREWS. THAT Cm KID ZQQ� W02 -77 CONTACT WITw 17THER OM580IAIT MATERIALS MEET THE REOIREMEM Of 2004 210 G.IXi. LADE �C7tON 2003.8.a. dteet of B . . . . . . . . . . DESMI LOW OAPAOM - PSF 3/t8 Wff STFWft WdS ri FOR SIMS OUS.4 TYPE M' OLA,SS.TM ' • 811 EAYER KFE WltittlR.t DOM 3/18° NEAT 31RE11`0 mm W/O 900 80.0 tea • T .M sm smo 90.0 GE ROS77W • i • • W EO UIRED E WA7ER*71-r1:DNi i i • • i • •• LIMIT DaVVO%+) LOADS AS 11 -5/ THRESF#OLO +53.3 • • • • • •. • • • • Q 2 -5 /5' THRESHOLD s +80.0 P5F 3-1/2' THRESHOLD ® +90.0 PSF 0.46 OVERALL. LAM. MASS GUSS TYPE 'A' NOM { GLASS. CAPACITIES ON THIS SHEET ARE !E BASED ON ASTM E13OD -02/04 (3 SEC. GUSTS) 3/1e' HEAT st>:EWO Wo 3 1ts' ANNUM MAO AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 090 SVM W WMwAM MA MW wMW ml aw -cues � � 4 Me E M POLYO RMWE LAMWE 3/18' HEAT srRmD GLASS 3/18' ANNEALED GLASS Q GE RQS= 37 7/18' 78 t /4 MAX. 115 3/18 MAX. 115 MAX. 0 Z 4 ' J 9 ail Er J / j j j (X) (ox) {OXCi) (XOX} 0.46' OWMALL LAM. GLASS 0.455' OMML LAM GLASS g C } GLASS TYPE 'A` CLASS TYPE 'H' 71 5/8' MAX. 110110 1/2 MAX. --} p- -- - 148 3/8' MAX. (WM Lon (0008 LEAF) BLAZING OPTIONS t ui CAM I i i N SIl�'PLN1S (xx) toX2 (oxxo) 2—; APPROVED CONFMMTIONS ( Z�QR •11..L s .. .. . . . .. .. . . . . . . . . . . . a a WOOD BUCKS AND METAL STRUCTURES NOT BY TM WINDOW" MUST SUPPORT LOADS IWOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILD STRUCTURE. TYPICAL ANCHORS: SEE am FOR SPACMG 1M IXA TAIL 9Y ELOD INTO WOOD STRUCTURE 1 -3/4 MIN. PENETRATION INTO WOOD THRU 13Y OR 213Y WOOD BUCKS INTO MASONRY OR CORO. 1 -1/4 MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO CONCRETE OR MASONRY 1 -1/4 MIN. EMBED INTO CONCRETE OR MASONRY 1/4 SELF DRUM SCREWS ,(GRADE 5 CRS, INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 38 KS! MIN.) ALUMINUM : 1/8 THK. MIN. (8083 —TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a EI�F DL9T wx' INTO CONCRETE AND MASONRY m 2 -1/2 MIN. INTO WOOD STRUCTURE s 1 ON. INTO METAL STRUCTURE a 3/4 MIL 8 A mm +53.3 PSf 1/a' IBN. 0 SLR FLUSH IrT AT 12 O.C. PENCTRATM 7 O t I x TYP[CAi ANCHM .. SEE ELEV. FOR SPACING 3/8 X_3 ALT. 2�QA g � ti p V drawing no. W02 -77 sheet 3of 8 TYPIG{L SEE ELEV. FOR I ROWS VKlW +80,0 PSF SIG; 12 O.C. n I SY ON 20Y wow 81 • • •. a a WOOD BUCKS AND METAL STRUCTURES NOT BY TM WINDOW" MUST SUPPORT LOADS IWOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILD STRUCTURE. TYPICAL ANCHORS: SEE am FOR SPACMG 1M IXA TAIL 9Y ELOD INTO WOOD STRUCTURE 1 -3/4 MIN. PENETRATION INTO WOOD THRU 13Y OR 213Y WOOD BUCKS INTO MASONRY OR CORO. 1 -1/4 MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO CONCRETE OR MASONRY 1 -1/4 MIN. EMBED INTO CONCRETE OR MASONRY 1/4 SELF DRUM SCREWS ,(GRADE 5 CRS, INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 38 KS! MIN.) ALUMINUM : 1/8 THK. MIN. (8083 —TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a EI�F DL9T wx' INTO CONCRETE AND MASONRY m 2 -1/2 MIN. INTO WOOD STRUCTURE s 1 ON. INTO METAL STRUCTURE a 3/4 MIL 8 A mm +53.3 PSf 1/a' IBN. 0 SLR FLUSH IrT AT 12 O.C. PENCTRATM 7 O t I x TYP[CAi ANCHM .. SEE ELEV. FOR SPACING 3/8 X_3 ALT. 2�QA g � ti p V drawing no. W02 -77 sheet 3of 8 TYPIG{L SEE ELEV. FOR I ROWS VKlW +80,0 PSF SIG; 12 O.C. n . . ... . . . ... .... . .... •. . a at FLUSH WF LEAF DRUM SCRONS • • • • • • • • • AT 4-i /2' T • 0 • • • • • • • • AND t7 -t/2' 0.C. 1/4' TtAX. O jj ••• • • • • •• rwr p v T a D Dooms Li •, • • • t •I -ACTIVE L EAF 3t W�Pd = OR � t7 ACTIVE LEAF $t FT • • 4 T1 t 4 i9 8 OP17txiAL� WON LEAF WIDTH 1 1/4' HITrmE AS t AC.{f OPTION ail OOOR FRAME vrzm W OVERALL FRAME WIDTH WPICAL AtdCtroRS EXTERIOR a T d SEE SPAC FOR TTpAaXD 111 o W- ACTIVE LEAF ACTIVE LEAF � �z i 3 SEE NOTE ABOVE L= OPTIOAI A2 TYPICAL. A NCHORS SEE V". FOR SPAC METAL t /4° mAx. 1/4' MAX. SHIM SPACE SHIM ACTIVE IM aEV FOR. SPACING Z l • FI C,AN '3Al6 4 r 'g b MIN. . . p drawing no. t LEW WIDTH LEAF ' .� 42008 x+/02 -77 ,.Y FRAME WIDTH FRAME WWH sheet aP 8 FRAME HEAD O SIDELITE FRAME GW 38572 F W4 1 � WEATHER -STRIP ADAPTER OW-31826 .675 410 2B0 _f © DECORATIVE 6 MOULDING am A� �I in • ... . . . . . . . . . . am 8894 • • • 0.330 • • • • • •• • �W 37888 LJ CETitER HINGE 11,87E L6� •• • • • •• E •• 00 ' AM • T R� • • • OUTER HINCIE 3018 HINGE FR4 3,EM0 �3 3.68t LSD 10 X S /8' H04GE CAP DOOR JAMS H X 10 Q TM175 0 ,Igo &000 e 7 e 3.301 a 7.689 0 3.m o e 068 L $ O I n �L790 8,386 DOOR TOP & BOTTOM RAIL TM 081 H 1 ALT, FRAME SRl 2 SNELRE FRAM a mror JAMS t PAKEL LOCK SR.E 1 W. PANEL LOOK STILE I PId+dL HINT$ SIRE a PANEL 1OP/OOTTOM RAE. 4 W01HERSTRIP ADOPTER HE ASSY. TM OUTER EXIT HOW IS AW 1M CENTER VAT HINGE 2 DOOR LOG ROM LEAF 3/4 x 1 1/4 x 3/4 x 1/8' TTN. CAP LEAF TM FLUSH SOLT ASSEMBLY REAM '1TLTRAFAIr CENTERF91 W DMJ- E IMF FLUSHBOLT OUP, r I= ma RE'OD. 7/3n HINGE PR1 #10 x 1 ' FA U NDERCUT SAM LEAF 1/2 TFR OM ROO. WASHER & NUT 1 KWOL4EP K NOX= 1 KwwSET OEAOSOLT E ASSY. HNBE BUSHO 0 Xi O UST Kw (OPROWl) wm 010 x 1' P.H. SIM (ABBY. SCREW) IS ASSY.. HINGE CAP 1 S&L ADAPTER (1' X 1' X 1/18' TUBE) 1 1 SILL ADAPTER (1 /r X 1' X 1/18' TUB LOCK SULE REIN MFM INOE ASSEMBLY 4.753 .5m IA08 am L780 ,750j Am L788 L L4 LOOO am A82 .062 T ® Tom+ /BOTTOM Be RALS ® DECORATIVE MOULDING ADM LEAs DOOR HIt STU SILL ADAPTERS OO r �A ALT. DOOR LEAF STILE DOOR PANEL/FRAME HOW SWE DOOR PANEI.IFRw Hm s 4 LOCK ME 36048 3' LONG z SS 3>`.13 � >at3 I FULL LENGTH • COOR LOOK STILES US? L337 1^- 1 * .SOD -i i 3.7796 780 LOSS DOOR PANEL PERl11ETER 3578 187 ii�x 39OD .RSa go E .ice Soo L 10 -054A aw Bsa0 840 Es" f — f S 1 1-04 Lw r CLASS STOP GW -31956 STD. FRAME GIN-29615 R SILL b25 3 1 --I ALT. FRAME SILL GW -37319 Am am ALT. FRAME SILL TM -164 129 31 LOCK STILE REEdFORCEMENT TM -078 T AT EACH HNOE ASSEMBLY AT FLUSH SOLIS Tom+ /BOTTOM Be RALS � ADM LEAs n - END OF DOOR ME8 /BOTTOM) bl DOOR PANEL/FRAME HOW SWE DOOR PANEI.IFRw Hm s 4 LOCK ME 04 j < (4 = .} 3' LONG z SS 3>`.13 � DOOR LOCK SALES I FULL LENGTH • COOR LOOK STILES LOCK STILES, JAMB$ w-V SR.L I BETWEEN OOOR/SIDE UTE JAMBS I AT EACH HNOE ASSEMBLY AT FLUSH SOLIS Tom+ /BOTTOM Be RALS ADM LEAs ACTIVE LEAF 1p m HRH ASSEMN.Y ODOR JWB 961ALL SOftV HOLES t�3 DOOR FRAME E/MULL CLOPS HIDE ASSIMISLY 04 j < (4 = .} z SS 3>`.13 � - I FULL LENGTH • COOR LOOK STILES ` @� �. I BETWEEN OOOR/SIDE UTE JAMBS I * SIDE LITE OIVING PERWETER I ww PANEL PFA9IEIm DOOR PANEL PERl11ETER 3578 187 ii�x 39OD 3 go E .ice MULLH)N 10 -054A .... . ...... . • . . . .. .. 11 • • • • • • • • 0 • • • • • • • • • ; 21 I l o i l o FRAME TOP CORNER SCSI EL�CORNER s SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED r $ WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. _ HIN LONG ALUM BUTT HINGES, AT 11" FROM EACH END QWR 11 M CORNER 7 -5 AND ONE AT M16SPAN OF LEAF. mom 0 IMS sTANDARO STEEL THROW BOLT LOCK, KEY OPERATED ON EXTER AM THUMB TURN ON INTERIOR AT E004 ACTNE LEAF LOCK STELE. 49" FROM BOTTOM CONYENDONAL LOCKSET WITH KNM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTNE LEAF LOCK STILE, 3S -1/2' FROM BOTTOM MANUALLY OPERATED CONCEALED FWSH BOLTS B AT TOP St BOTTOM OF EACH LEAF LOCK STILE ' (4) AT COUBLE(XX) DOORS. (2) AT SNIEDO DOORS OEM MULTI -POINT LOOK SYSTEM W tH LEVER KA NOLE LOCATED <m AT 34 -fJ2" FROM BOTTOM OF ACTNE LEAF LOCK STILE FASTENED WITH (2) 012 -20 X 2 -1/4' OH MS PRODUCFREMMM METALLIC STRIKE PLATE AT 34-1/2' FROM BOTTOM o wwubdw OF INACTIVE LEAF LOCK SIDE FASTENED WITH F ommco& 11 (3) $10 X 1 /2' FH SMS nA.. {Bgi�eOade B MANUALLY OPERATED CONCEALED FUM BOLTS leawoi I L ]E AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE $ L OPERATORS A7 10 -1 2' & 7H -1/2' Fl2OM BOTTOM FASTENED WREN {z) a -32 x 1/2" FH MS c1mmU19 no. (RtN sa]s AT TOP k WREN a MINE AND IucnVE IFAFS FRAME BOTTOM CORNER To W aN MED OF H!ltl W000 ¢ 7U W02 -77 sheet of g t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 136686 Permit Number: WS -2 -1 -237 Scheduled Inspection Date: April 08 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Shutters Owner: SANTOS, RuTHE Work Classification: Window /Door Replacement Job Address: 1022 NE 91 Terrace Miami Shores, FL Phone Number Parcel Number 1132050010300 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE WINDOWS & DOORS WITH IMPACT RESISTANT e A A�= Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 07, 2010 For Inspections please call: (305)762 -4949 Page 7 of 26 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 135686 Permit Number: WS -2 -10 -237 Scheduled Inspection Date: April 08, 2010 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Final Shutters Owner: SANTOS, RuTHE Work Classification: Window /Door Replacement Job Address: 1022 NE 91 Terrace Miami Shores, FL Phone Number Parcel Number 113205001030 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE WINDOWS & DOORS WITH IMPACT RESISTANT Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection a Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 07, 2010 For Inspections please call: (305)762 -4949 Page 7 of 26 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Num INSP - 135687 Permit Number: WS -2 -10 -237 Scheduled Inspection Date: April 08, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: SANTOS, RUTHE Work Classification: Window /Door Replacement Job Address: 1022 NE 91 Terrace Miami Shores, FL Phone Number Parcel Number 1132050010300 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE WINDOWS & DOORS WITH IMPACT RESISTANT Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 07, 2010 For Inspections please call: (305)762 -4949 Page 8 of 26 r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 135687 Permit Number: WS -2 -10 -237 Scheduled Inspection Date: April 08, 2010 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: SANTOS, RUTHE Work Classification: Window /Door Replacement Job Address: 1022 NE 91 Terrace Miami Shores, FL Phone Number Parcel Number 113205001030 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE WINDOWS & DOORS WITH IMPACT RESISTANT Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 07, 2010 For Inspections please call: (305)762 -4949 Page 8 of 26