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WS-10-1718Inspection Number: INSP - 153747 Permit Number: WS -9 -10 -1718 Scheduled Inspection Date: December 02, 2010 Inspector: Bruhn, Norman Owner: RUGGIERO, DOREEN Job Address: 848 NE 91 Terrace Project: <NONE> Miami Shores, FL 33138- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number (786)286 -4039 Parcel Number 1132060050350 FRENCH DOOR WHERE EXISTING WINDOWS ARE WOOD LANDING Pass 'J /; / Y ) Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 01, 2010 Inspector Comments CREATED AS REINSPECTION FOR INSP - 151734. For Inspections please call: (305)762 -4949 Page 13 of 22 NOTICE OF COMMENCEMENT A RECORDED COPY MST BE POSTED ON THE JOB SITE AT TIME OF FIRST N3iIEN PERMIT NO. J - q - 10 - 115TAx FoUo No.1 \ - 3Ol°- O o 5 - o STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided ki this Notice of Commencement. 1 ` L - • al description of property and street/address: r' e l 6/0■ -02 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: Notary Public Print Notary's Name My commission expires' 113 01 -38 8104 PAGES differ t date is sp�« ed) 5 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address; 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section T'FS 1 ()(SA Florida Statutes, Name and address: .. . P 4�� a , HERRIS * * MY COMMSSIONIDD952918 EXPIRES: April 29, 2014 poe t' Bonded Um B(1 NaWeates i LATE OF FLORf f Ii si CFN 2O 1 ORO7 3 9 J. OR 8R 27461 Ps 2674; tips? RECORDED 10/20/2010 14:31:19 HARVEY RUVIN, CLERK OF COURT 11IAIII -DADE COUNTY, FLORIDA LAST PAGE 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: the expiration date is 1 year from the date of recording unless a Signature of Owner I t Pont Owner's Name 9+e¢oL- v) . . ! 19 •.- i t Prepared by Sworn to and subscribed before me this -0 day of OCtoAfL- , 2010 . Address: . 6 t. • sr.:: tia 4 l�.c�L• " BYCERT ��jt �w ,pyolthe ��g�nal li d i ce;%/ LO / / // /V/ A D 20 VITNE V Seal. ..r, Co CLERK sr7 GOo Wf fhV'T o C®Ur ' 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: ) Oran P\t,)%, �`� DATE: 9 I a ' I i ADDRESS: it z K 1 1 , 1. Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that 1 as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 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 the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial QW 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understan Lthat I may it Rcimpriav4 one family or* rly residence or a farm outbuilding. I may also build or improve a commereibltuilding # dottskib $75,000. Thebuillling 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 built or substantially improved it for sale or lease, which violates the exemption. a ..ifs ^1 trte- a 6. I understand that I may not;hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence 4fis+my responsibility to enure that the persons whom ,I employ have the license required by law and by county or municipal ordinance. , 4. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial_ risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by 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. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.mvfloridalicense.com /dbpr /pro /cilb/iindex.html 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financial! responsible for the proposed construction activity at the following address: Was acknowledged before me this 62-8 day of SefE1tati1 /0 Produced there License or Initial Initial Initial as identification. InitiaY' 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information tha I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. B E,/ J 6iE,2v who wa personally kno to me or who has kV ( It 5 0 rib BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industrks 1070 Technology Drive, Nokomis, FL 34275 Saw: MIAMI-DADE COUNTY, FLORIDA METRO•DADE FLAMER BUILDING 140 WEST FLAMER STREET, SUMS 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-2908 www.buildingcodeonline.com 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 (AID). 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 AID (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance p tposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID 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 detained 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 Hurricane as herein, and has been designed to comply with the Florida Building Code, including the High Velocity DESCRlJT10NI Seria"FD -101' Outswhig Alm French Door w/ Siddltes APPROVAL DOCUMENT: Drawing No110054. titled AlumiaomFrench door & Sidelite-Impact", sheets !through 10 of 10, prepared by manufacturer, dated 02.22 -07 and histreviised on 09125/07, signed and sealed by Robert L Clark, P.B.. bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the -Dade County Product Control Division. 1VILI8S1LE IMPACT RATING: Large and Small Missile Impact Resistant J.tmitatime 1 Ue�� � Table 1, require full length reinforcements for OX, XO, XXO, OXX, ORO and OXXO. The lower 4 pressure from X, XX doors or 0 (srdebte) shall con mL operable doors must comply with min clear width per FBC, as applicable. : Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and "Miami -Dade County Product Control Approved ", unless otherwise noted herein. c itigNEWAL'of this NOA shall be considered after a renewal application has been filed and there has been no inila i aPplicable buifdmg code negatively affecting tie performance of this product. 7 IONof this NOA will occur after the expiration date or if there has been a revision or change in the and/or manufacture of the product or moms. Misuse of this NOA as an endorsement of any - t1r s, 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. ADV: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe 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 dist ibutos and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by 'shag L Mends, P. E. NOA No. 074629.10 Expiration Date October 12012 Approval Date October 142007 11 ‘Y fi 4ktiA*1 C. RAVED OR I ° : ' As SOC ATES Artk ureJP anning/Constru(tiorn Menegarmnt Florida Manse No. MA0002441 Approved .. •••• • • ,• • . •. • • Approved se Noted - S e e '.. -1.) ' :q ' . - _ Ms-approved s Resubmit .• ••• • • • •• p s,; i5.!. based on review of concept only. C. - : : : : shall v e r i f y f3Id dimensions prior • • • • • . • • • • • •. ▪ • • l9 . • • • . • •.• • . • • • . • . . • .. • •. • . . •• OCT l 3 2U • • Dat -- . • • • • • • „„proved bV, . . • • • • • • • • • • • •.• • • • • • • • • • • • • • • ... •• • • • •• •• ••• • • • ••• • • M1AM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 www.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA) PGT Industries 1090 Technology Drive, Nokomis, 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 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 (AID). 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 AID (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 ATE may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acce=ptance, 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 D- 101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.110OS -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrouglt 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised. on 09125107, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Mani-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's 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 endorsencnt 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 heami -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 putac , or its.distiputors and shall be available for inspection at the job site at the request of the Building Ofittc . This NOA consists of this page 1 as well as evidence sheet E -1 and approva"l' du ti a f boNte. The submitted documentation was reviewed by Ishaq L Chanda, P. E. • ••• • NO4NaQx7 -•10 oI plate:Octalfer28, :012 :: lgpprbval9:ate: Oda:ter:8, :409 • • ••• • ••• • • • • ••• •• • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • •• • • • •• • • ••• • • Ptige 1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No I+TL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09125/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTMS - 1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.L DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21-07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 •• ••• • • • • • •• • ••• •t?i9►' V 4tirw q L Clainda, P.E. Product Control Examiner • � • • i • • • N0 ATO• • 09.0 a$ontattes:O1o4r1$, ?012 • • • PTO Octo 18, 47 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 00 • • • •• •• ••• • • • 000 • • • • • • • • • • • • • 1111.. • • • • •• •• • • • • •• • • • ••• • • • • • •••• • • •••• • • • • • • • • • • • • •••• •• • • •••• • •••• • .• • • • • • • • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 318" LAMI NOM. (.402") CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. L402°) CONSISTING OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.485 ") CONSISTING OF (1) UTE OF 3/18" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 3. CONFIGURATIONS: Z(, Q a, XXO, t , OXO. AND OXXO 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 FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 8. SHUTTERS ARE NOT REQUIRED, 8. : INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. RE ES: TEST REPORT FTL-8212, ELCO TEXTRON NOA: 044721.01, 03. 0228,08, ANSI /AF&PA NDS -2008 FOR WOOD CONSTRUCTION AND ADM-2008 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS SEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFLGUR6TIONB WHICH CONTAIN A SIDE LTTE TO DOOR CONNECTION : A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 8), I8 REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, BHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR • EXT. -1/8" ANNEALED OR • HEAT STRENGTHENED GLASS • .090 PVB INTERLAYER • DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM • • • INT. - 3116" HEAT STRENGTHEND GLASS Q 4 owl 112° GLAS BITE .402 {+— 3I8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR A XT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR A SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .465 GLASS BITE t� 7/16" LAMI NOM. GLAZING OPTION C OR D. NOTE 1 Ogg NOTES AND GLAZING DETAILS NOKOMIS, Man ALUA.L FRENCH DOOR & SIDE LITES IMPACT P.Q R 174 Vs * Better a°f Fv107 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS..... 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HOW. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved a e Florida 6a' -� e Date t40M /lead ,.. , ,. Coafd a } . (�1a.4•ls /0, t 5. /° 4 Re perk. P.E. PE 030712 Structural eas O (pm • • • • • • •••••• • • 000000 • • • • 00000 • • • 000000 •••• • • •••• • • • • • •• • • • ••• • • • • •••• • • •••• • • • • • • • • • • • • •••• •• • • •••• •••• • •••• 00000 • • • • • • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, )Oc, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LRES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LRE CONNECTIONS X WIDTH XX WIDTH 3° 37 1/2" 8 ° 713/4" WIDTH O WIDTH 38 3/4" X WIDTH 2° 251/2" 27 1/2" WOE LITE • • • • • 27314 381/8" 38 34" NS WIDTH 4 47 3/4" 51 3/4" DOORS WITH GLASS TYPES A, B, C OR D HEIGHT 8 793/4" +75.0 SINGLE SIDE LITES WITH GLASS TYPE A +76.0 +75.0 +76.0 +58.8 +54.9 2 331/2" 5 4 83 314" +43.1 35 1/2" 87 3/4" +38.1 10 314" +76.0 12 3/4" +75,0 21 3/4" +84.6 27 3/4" +52.9 -75.0 -75.0 -75.0 -75.0 6 - 79 3/4" -68.8 -54.9 -43.1 -38.1 3° 371/2" 6° 71 3/4" +34.0 -34.0 -75.0 -75.0 -72.4 -84.6 7 - 83 3/4" +75.0 -75.0 +75.0 +75.0 +74.9 SINGLE SIDE LITES WITH GLASS TYPES B C OR D +75.0 -75.01+75.0 -75.01+75.0 -75.01+75.0 -75.0 +75.0 -76.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR I SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, 0)0(& OXXO (THE LOWER DP FOR THE DOOR OR SIDE LRE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B,COR HEIGHT 7 83314" +55.4 +51.8 291/2" 56 3/4" +51.7 -51.7 +48.8 -48.8 +48.1 2 31 1/2" 5° 59 314" +49.0 -49.0 +48.2 -46.21 +43.8 +43.1 +38.1 +75.0 +75,0 +88.5 +81.0 -52.9 +49.9 381/8" +35.2 -35.2 +35.2 38 314" +34.0 -34.0 +34.0 -75.0 -75.0 -74.9 -65.4 -61.8 -43.1 -38.1 +34.0 -34.0 -61.0 -49.9 -36.2 -34.0 87 3/4" +76.0 -75.0 +75.0 +71.4 +70.4 -75.0 -71.4 -70.4 91 3/4" +75.0 -75.0 +76.0 +87.8 +88.8 -75.0 -57.6 -08.8 87 3/4" J 91 3/4" +62.4 -52.4 +49.0 -49.0 -48.1 +43.8 +41.5 -41.6 +39.3 -43.6 +41.4 +38.1 -38.1 +37.5 +34.0 -34.0 +34.0 -76.0 +76.0 -75.0 +75.0 -76.0 +75.0 -68.5 +85.0 +67.8 +47.2 -75.0 +75.0 -85.0 -67.8 -47.2 +35.2 -35.2 +34.0 -34.0 iiiid m mad +49.8 +48.5 +61.9 +55,0 +44.7 +35.2 +34.0 -49.8 -48.6 -43.8 -41.4 -39.3 -37.5 -34.0 -75.0 -75.0 -81,9 -55.0 -44,7 -35.2 -34,0 8 ° - 96314" +76.0 -76.0 +75.0 +84.2 +83.1 8 ° - 953/4" +47.4 +44.3 +41.6 +39.3 +37.3 +36.8 +34.0 'SINGLE 0 WIDTH GLASS TYPES A, B, C OR D +76.0 +75,0 +59.0 +52.4 +42.8 +34.4 +34.0 Pmette Oft P FJC aft 2122 IAA 6211D7 2 trantes, FLU= P =1, < -76.0 -84.2 -83.1 -47.4 -44.3 -41.8 -39.3 -37.3 -35.8 -34.0 -76.0 -76.0 -59.0 -52.4 -42.8 -34.4 -34.0 NOTES: ®1. GLASS TYPES: A. 3/6" LAMI (1/8" A-090 PVB, 3/18" HS) B. 3/8" LAMI (1/8" HS, .060 PVB, 3/18 HS) C. 7/16" LAMI (3116" A, .080 PVB, 3/16" HS) D. 7/18" LAMI (3/16 HS, .090 PVB, 3/16" H8) ,o2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX OX/X0 WIDTH " 731/2" MAX OXO WIDTH , 2109 1/2" MAX XXO/OXX WIDTH d 107 3/4" MAX OXXO WIDTH el 143 314" 3. SINGLE DOORS 33 8/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION, NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 11 8. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE o +87.61 -67.8 PSF Vitt* Beeur EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 65" HIGH DOUBLE DOOR WITH 381/2" SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE O 30 WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE • +43.6 / •43.8 PSF EX. 0 FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314" WIDE X 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE • +43.1 / .43.1 PSF FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. DESIGN PRESSURES ALUM. FRENCH DOOR 8 SIDE LITES, IMPACT B Pa1o1 sem 1x I 2 d 10 OraftIfift 11005•1 Approval "s wap+gl"e MO the NORM >C!% • •s P Robert Cult, P£ PE 039712 ers • • • • •••• • • • • •••• • ••••.• • • • • . • • • • • • • • • • • • • •••• • • • • • ••• • ••••• •• ••.•.. • • • •••• • • • • • • ••.• •• • • ••• ••• • •••• •.•.• • • •• • • • • 4 • • 0 731/2'I..— MAX 4. MAX ----0-1-0-SEE NOTE 3+ I�-- MAX MAX 8EE ' OR XO SEE NOTE 4 OXO SEE NOTE 4 SEE NOTE 4 smomomsat 38314" MAX NOTES: • 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • 3. SIDE LITER OVERLAP 'X AND 10C DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 9(0', 'O)','OXO' WV, '0XX AND '0)0(0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). • 6. CLEAR OPENING FOR 9' AND 90C DOORS AS FOLLOWS: (9C DOORS = WIDTH - 8.848) (90(' DOOR • 00OR WIDTH/2.4.079) 143314 °MAX. � " SEE NOTE 3 MAX. OXXO DOOR DLO HEIGHT • HEIGHT •113/8' 01.0 WIDTH 'X' • DOOR WIDTH - 121&18° DLO WIDTH %X = DOOR WIDTH/2.11 6118" SIDE LITE DLO HEIGHT a HEIGHT -11 318" A DLO WIDTH = WIDTH -3 118 SEE NOTE 4 98 314" MAX. (TYP.) : 433 4:3lett 1 o WW I ,Sir' • a ' N NM* bat Nd6m • PX YWf$07 H aarass TR97✓TW.OIAANDPoarium8 smear awl AfbCriO DBd.T Olar"DK flmnBx SOW A PJL � .4 621107 FL 3‘273 P.Q 1BJ9 PL 9W14 ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT sie,rme ea d.e Ua,ID•'W Wr Pnmt I NTS 13 a 10 110054 I B 1 rb 1 Lr i Rebert L PE PE 899712 Struet ral cRw' R1 ft I A ___ ,- • •••• • • • • •••• .•••.. • • • • • • • • •••••. • • • ••••• • • • • • •• • • • ••• • • • • • • • • • •••• • •••.. • • •• •••. •• • • •••• •. • ••.. •••. • • •• • • • • • • • • • • • • MAX. DLO DOOR HEIGHT INTERIOR EXTERIOR MAX. DLO j + M u 1.489 mom .'i=1- , DOOR SECT. A-A SL SECT. B-B VERTICAL VERTICAL INTERIOR E HT SL VIEW G-G CORNER ASSEMBLY Appravoi com wihOtt ' PX Norm PX bag 971849 err f 4a7 Dower FJC hslitee A Ofrotodito SZ AV DOME HO1tow7FAa9ECTfON ATOM/EA A r 8121107 1017 7E6711 U:eVORM macaw PL 3671 Nopeo ( 7829 R3974 Ear VidG{7 Better EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT •d�4d4 .iee Yet •�Iq• M Poiof 1/2x] 4 a 10 11005.1 I 8 • •••• • • • • ••• • •••••• • • • • • • • • • • • •••••• ••••• • • • • • • •••••• • • • • •• • • • ••• • • • • •••• • • •••• • • • • • • • ••••• •• • • • 0 0000 • •• • • •••• 0 0000 • ••••• • •• • • • • • • • • MAX. SL WIDTH MAX. 'X' WIDTH DLO MUM SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) IC SECT. D -D HORIZ. SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY I- - -MAX SL WIDTH --1 SL SECT. F -F HORIZ. (SINGLE SIDE LITE) INTERIOR EXTERIOR A eamiap with et � • plt Bi g,lfov , NOAE T Was EtdePraIm9Cord bk o 11 tit I t. 1.1L∎ •re mamuneas•FSt. Atm •000¢Y00IDELIM TO 8E0170MBEO WICIESIDE ldlS70MCC RP 8 N,d4+m A Bp ard: NEW BMW bar •dv Maim p 1070 TECNNOLCIGN WOVE ( as we P ASft3 F4 FIGT 'Rabb Better VERTICAL SECTIONS ALUM FRENCH DOOR & SIDE UTES, IMPACT e. FD1D J s a 10 I I B 11 t) Li, Rabat P.L. PE 938712 EWataarl • • • • • • • • • •• • • •••• • • • • • •• • • • ••• • • • • •••• • • ••• • • • • • • • • • • ••••• •• • • • 00000 •••• • •••• ••••• • ••••• • •• • • • • 0 DMA '::i Lill LUINO liGI 9,6 J 11004A 511004M �lrit7l n� s Y, . < ,;• I1�1 1 « ; Qn ++ • /ywRi7: = - c • (i I'Gh?:J. jj fI nT•;a!f•7TT; ►}Tr A T SPACER .095 •7 , E IVJE • N A - AL SPACER .140 (INHOUSE INJECT( 27 30 31 32 33 34 40 41 42 43 • .45 • •47 9435 1010 7070 855 995 1023 928 1145 1212 9838 9848 1213 929 930 931 1118 :1", 1 7955X 7832X1 - )P 70995 70998 8533018 811 411003A 80380 78X11 PSA 41721 7FRSPX 710X34PFA - ME HEAD STP.,Q -LON .190 .375 0H FLUSHBOLTS EPLA 2 PT. LOCK 8 I EPLA - E '131► PLATE BACKING PLATE 48"32X.; » P - - .S. /SILICONE - AT H GASK =ETWEE SHOLD & F E JAMB) 1 BETWEEN HEAD & FRAME • B) F • D ADAPTER el W l c " i' ESHOLD B - 032011 Q1 11002A • a Q ' ® E0111111 • ilEMI EZIIIMIUIMMIIMILEE ti WBTP„ Q-LON .1 :, X. 6 HIG PHSQAT /S 7 9100 911E 917 1178 913A 1130 11 982 1 IN 710X34PFA 87070K 6910 8911 7FRMO 710E8FP W,B SM • � 60379M 7834FPT 70997 Y>T 41720 78X12FPAW 7P3000 8983 8984 80200K 74UBLOK FD2PTAY 8-180F8 S 'I P I ERT 410 X.7E0 PH. FL SMS B E Ili ; - -.. 1; 7,, HIG DOOR PANEL, TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HIN a E EXTRUSION 010 X.825 PH. FL. SMS TRUSS CLAMP 5/18.1: n'`re ' O H WEATHERSTRIP CHANNEL 48 X.75 PH. FL TEK GASKET BETWEEN PANEL HEAD/SILL & PANEL STILES .,.187X.260HIGH, SE SURE BOLT ASSY. (INACTIVE PANEL ONLY) OS X PH FL SMS TYPE DOS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL JOJTSWING) 0008 PANEL ASTRAGAL 2 (OUTSWING) WSTP.,0 -LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 : 417 X. 80 PH. FL. '= 2 PT. LOCK ASSY RUBBER SL.E - '11 �T IT®1 DWG S PGTO 57 55 1118 0857X 710)04PFA 11•10: •a• H•tl,a1 FJC 29107 ACP MODE DESCRIPTION *MIKE P TE 010 X.780 PH FL SMS A60n®1109 801.174111)7Y4CPMPM•I.c,Lrro X 107 TECHNOLOGY a R. WM FL SIY/0 INS NS:: . 4 1' Beuer 988 BEAD, 3/8° 988 64988 BEAD, INTERIOR 1224 8TP247 BULB, THICK (USED IN EXTRUDED BEAD) GLA2)NG ILICONE, DOW 899, 983 OR EQUIVALENT 4222A • -8, - "LAMI -1 /. "A .90 PVB, 3/18" ti GLASS, 3/8" LAMI -1/8" HS, .90 PVB, 3/18° HS GLASS, 7/18° LAMI - 3/18" A, .90 PVB, 3/16" HS GLASS, 7/18" LAMI - 3/18" HS, .90 PVB, 3/18' HS ACETAL SPACER .2955 (I •• .-5 INJE • MOULDED 71287K 84222 SETTING B • K, 1/18" X 1/2" X1" W/PS - BEAD, 7/18" • 103 DWG 4 MTh DESCRIPTION 920D 6920D SIDELITE HEADER 92113 8921 SIDELITE SILL 9188 80381 SIDELITE JAMB 1155 781PQA 08 X1.000 QUADPN.SMS 998 7998 HEAD GASKETS (STOCKING 07098) 999 7999 SILL GASK (STOCKING 070999) 934A 61641M 712853K SIDELITE JAMB ADAPTER 012 X1.000 SHEET METAL SCREW SETTLING BLOCK, 3/32° X 114 X 1° W/PSA D PARTS UST D .504 -+1 350 .0$8 •'III - � OUTSWING THRESHOLD CHANNEL COVER 8083 -T8 880 -"'1 . O TUBE MULL 8083T8 LOCK ALUM. FRENCH DOOR & SIDE LITES, IMPACT r e a l Faun d 10 I �"`� 11005.1 B Appm"ad as c•mplyias with the Florida Bmdla » t40 Mlawi Dade :Taal 1. ( #j ti Z ►I° � L Clad, P.6. •31371s StrlmLaai • • •••••• • • •••• • • • • • • • • • • • •••• ••• ••• • •• • • • •• •• • • ••• • . • • • ••••• • • ••• • • • • • •••• • • • • • •••••• •• • • •••• • • • • • • • • • • • •• • • • • • • • • • • .489 .050 FRAME HEAD 6063-16 OUTSWING THRESHOLD 11 x-78 �+-- 3.000 --�{ �-- - I iJ ,J - 1.272 1.479 .050 .079 1.489 1.600 � r .126 _1 .750 8.085 5.459 4.726 8o :-HEADER 4,100 0 DCCR PANEL DOOR PANEL DOOR PANEL 3O T80TTOM RAIL $1 SIDE RAIL O INTERIOR ASTRAGAL 6063 -T6 --1 .050 .663 TRUSS CLAMP 318" GLAZING BEAD 608376 73 6063 -T6 1 J 1.479 J. 4.676 .075 4.676 L. 3.100 81 sL SILL 806378 c ) DOOR PANEL 51 EXTERIOR ASTRAGAL J 0063-76 6.212 7a 7/16' GLAZING BEAD 6083 -76 .050 r -1A80 CD DOOR FRAME. JAMB 6083.78 3.000 82 SL JAMB 6083 -T8 -118311 2.980 0 SL JAMB ADAPTER 8083 -76 WEATHER 37 STRIP CHANNEL 6003 -T6 2 HINGE 6063.76 0.376 .126 Approved ti mmPlla Wee du vm.am .�a w �� +4l uqCC u , � � p mtamt Gh p ad1A0 $r;l M t. t. CGa,�rL 1 ra•e•e Ire Ratliff* Ms AK WNW RAW* OM P.K MAW de F JC Z2807 wow N WGEnuealEkr. Padre= • tememear A ok..dox mobcarr7o0t•m0fAM08 m. TO MUM 81,44,46181 We 1 62/A7 1070 =MOWN ORM! rat ft 942id P.O. FL a EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT 660Adot EON P0701 im I 007 s 10 11000 -1 B dL J th o? 7 C15, P.E. PE 16@712 •UtR61el s iwaz ewar1 w w ww 1 x / O 0(0 \� \ / — ` 1 • • • • • • •1.1•• • • • • 00000 • • • 11.11• • ••• 000000 • •• • • • • 1111•• • FA • • Road* Ma *Mono FX FJG y� HEAD I ZONE °C"t °E° 1!807 Oft WOW 8 rrrfe°e m.4 e* JJ. 0X0 SILL I ZONE °C° HEAD SEE TABLE 3„ SHT. 9�y f 20NE I ZONE °F I Z 91 1 1 NO 06416211 moor. ZONE "D" I ZONE CHNOW AO' 70 17:FNOMAZOk6PRAN47'7D0: ADDN.7HCR TYPO &2 1177 SILL SILL ZONE SEE � �ZONE E \ / < QOR � . 1 1 'D' - ZONE D °� ZONE SILL _ 4 ZONE D " SILL _I TABLE 4., BHT. 9 SEE TABLE L. BHT. 9 SEE TABLE 8.. SHT. 0 F ZONES °� — ZON � 1 � �ZON tZONE" —HEAD ▪ 1 ,/ < XXOOR OXX 0 1 TEMALOGY CAVE PA. P1.3Q74 r �+Ab (ZONE * ZONE "E"1 EXAMPLE ANCHORAGE SOLUTION Ox 1 • • • .. v ••. 000000 • • • • • ZON -t— SILL ---{-ZONE-{ L __ _ SILL ---t SILL _4 ZONE -4 t- ONE -I — BILL � _ SILL ZONE -t • • • ZONE V" ZONE °o" ZONE °F" Z ONE °F ZONE 7' • • • • • • • SEE TABLE 7., SHT. 0 SEE TABLE 7., BHT. 9 ALSO USED AS AN EXAMPLE OFANCHORAGE FORA 83 3/4"H UNIT, • • • • • • • • • • • • • • • NOTES: 71 314°W WC DOOR WITH 19°W 1310E VMS (SEE SOLUTION ABOVE) • e • • • 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2.1/4' ELCO 884 CRETE -FLEX MASONRY ANCHORS 3.012 SCREWS • • • • 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. 0.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. • • • • JAMBS (ALL): 131/4° MAX. FROM CORNERS AND 23118' MAX. 0.C. • HEAD & $ILL OF DOORS: 8' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8° MAX. O.C. • • • • • HEAD & SILL OF SIDE UTES: 8° MAX. FROM CORNERS AND 24 3/4" MAX. O.C. • • • • • • .3. TO DETERMINE ANCHOR QUANTITIES FIND THCONFIGURATION E CONFIGUR ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ANCHORAGE, CONFIGURATIONS ALUM. FREVCHDOOR & SIDE LITES, IMPACT trimtkeg lava awe RAH NTS 8 • 10 OS 110054 1 ° FOR A CONCRETE OXXO INSTALLATION A. 19" x83 314" SIDE UTES "B' AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4 "x83 3/4" XX DOOR ZONE "F° ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 01 ON: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+8+8+2 • (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Appnwe■ n eentW .g%Mit the MAW 3°"" ? Dee MM# Mewl Cede rmik L14.1- 1 4 4 / 11 � a � > Rabat- park PE PE 10712 eauatwei • • • • • 000000 00000 • • 00000 • • • • 0 000 0 0 • • • • • • • • •••• • 000000 • • • • •• • • • ••• • • • •••••• • • •••• • • •••• • •••••• • • • • • • • • e• •• • • o••o• • ••• • •••• • ••••• • • • • • • • : 00000 0017100 - 00110© 001130© 130E100 00130 '0 ©6110© 000© 0011©00 0E1E300 1001100 00E100 00E10© nnrlfn 0000© 00000 0©E30E1 , un[30© ©n 0E1 0011 00 001100 00u0© :M0 00 111 00 0111300 0 ©000 00100 0© 00 l7© nn 010000 0®[300 -011 00 ©0 0© :00 00 Walla 10 10 10 10 10 10 10 10 47.78 x78. 83. 87.7 91.7 85.7 51.76 x79. 83.7 57. 91.76 95.78 66.76 x 79.7 83. 87.7 91.7 95. 69.76 x79. 83.7 87.78 91.7 05.7 63.76 x 79.75 83.7 87. 91.7 95. 87.76 x79. 83,7 87.7 91.76 88.78 71.76 x 78.76 83.7 87.78 91.75 96.7 2 Wl4'TH • HT. Qp Op O1© Op 011 0© Op O s a pp n 5 e Dp O 6 s op 01011010E1 OmClp Om013 O s 9 011 O 6 806 O 6 9 011 , 13 8 i0 00 0[1A10p O 6 8fp 0[10© El 6 10 0® ® 0©fl 017[1 Dpt1 OEM 0 0 0 0 11 0 0 6 0 U7 f0 3 8 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 8 6 8 5 9 8 0 8 10 6 10 NOCHANGETBSONOM w.eousEw/AIBLE•TOTAMS4, MAMEME TOWN* ...,. 114170 TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTR• A00Rwnin6 °X° - TO 37. WDTH x Hr.. 26.60x79, 93,7 87,7 91,75 S6. 27.50 x79.7 83,7 87 . 91,7 95,75 29.80 x 79 83 , 87 . 91,75 98.78 31.50 x 79.7 83, 61,75 91.7 98,76 33.50 x 707 83,7 67,7 91,7 96.7 • • 45.50 x 79,7 ••i••i 83.7 87,7 917 96.7 37.50 x 79.7 • 83.7 87.7 91.7 95.7 AK Fit 7 A, B ,C, D 2,3 WOW 1 CONC LOAD ZONES 4 2 2 3 3 3 3 3 3 3 3 s 6 3 3 6 6 6 3 6 6 6 5 3 6 6 8 6 5 5 6 5 6 5 5 5 5 TABLE 4. XX DOORS (ALSO X DOOR OF X GLASS TYPE A B, C, ANCHOR & BUSSTRATE D00R WDTHS -47.7 TO 71.7 2,3, WOOD LOAD ZONES & OX 1,2, CONC 3 3 3 3 3 3 3 3 3 6 3 3 3 5 8 3 3 5 6 5 3 5 8 6 6 6 6 6 TABLE 5. $ SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE WIDTHS - 10.76 TO 38.75 WEAR x HL 10.78 x 79.76 83.75 87.75 91.75 95.75 12.76 x79.76 83,78 87.75 91.76 95.7 2,3, WOOD 1,2, CCNC 0 4 4 4 4 4 4 4 4 4 4 19.00 x79.76 4 83.76 4 87.78 4 91.75 4 0575 4 21.75 x79.76 4 83.76 4 87.7 +` 91,76 5 95.75 5 27.76 x79.78 5 83.75 6 87.78 6 91.76 8 95.76 8 36.13x 79.76 6 83.75 6 87.75 7 91.78 7 98.78 7 36 .78 x 79.78 6 83.76 8 87.78 7 91.76 7 98.78 7 A,8.C,D LO N3 2ONES 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 TABLE S. gp & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE MARIN "7C - 28.80 TO 37.60 L WD1IH x HT. o o x x 10.76 x 79.76 4 2 83.784 2 Q 87.76 4 2 ss 91.78,4 2 88.75 4 2 •: 12.75 x 79.78, 4 2 83.76 4 2 ./ 87.78 4 2 I 91.76 4 2 98.7 4 2 19.00 x79.75 4 3 83.75 4 3 87.76 4 3 91.75 4 3 9515 3 21.78 x79.78 4 3 93.75 4 3 87.75, 3 91.75,8 3 05.75,6 3 27.76 x 79.78 5 3 83.7513 87.7813_ 91.7&8 3 85.76 8 3 38.13 x 78.76,1_1 83.7 55,14 87.76 7 5 91.767 9 95.75 7 6 36.78 x 79.76 4 83.78 6 4 87.76 7 6 91.75 7 5 05.75 7 5 MOM R.9•Vff PA. 4 931b5 Behar A, B,C,0 WOOD 1,2, GONG ids LOAD ZONES 2 4 1 4 2 4 2 4 2 4 2 4 2 4 2 .4 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 43 4 3 4 3 4 3 4 3 4 3 4 3 6 3 4 3 4 3 43 4 3 TABLE 7. Q 9, XXQ, gm & OXXQ OLASS TYPES A 5, 0, ANCHOR 23, WOW 1,2CoNc & SUS81RA1• DOOR W37U - 28.50 TO 37.80 70P - 47.78 TO 71.76 5a 8DE LITE WDTH x HL O 10.75 x 79.75, 4 2 83.76, 4 2 87.75 4 ' 2 91.76 4 2 96/6 12,75 x79.75 4 83.7 87.75 4 91. 96.75 4 19.05 x 79,75 83.76 4 3 87.76 4 3 91.75, 4 3 95.75,L1_3_ 5 21.76 x70.76 4 3 a 63.76, 4 3 1 87.78 4 9 .s Q 91.75 8 3 96.76,1__L e! 27.78 x79.76 6 3 83.76 6 3 87.76 5 8 p 81.76 8 3 95.75 6 3 38.13 x 79.75 8 4 83.75 8 87.75 7 8 91.75 2_6 96.75, 7 5 38.78 x 79.15, 6 4 83.76 8 4 87.76 7 8 I 91.76, 7 5 95.75 7 5 LOAOZONES ro 4 2 4 2 4 2 4 2 42 4 2 4 2 4 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 .4 3 4 3 4 3 4 3 4 3 w 1 x3 ANCHOR QUANTITY LOAD ZONE TABLES ALUM. _ FRENCH DOORS SIDE LITE3,1MlPACT *7101 554 9 r 10 r ile' 110084 I APPROVED ANCHOR TYPES: 1.1/4° ELCC TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3.512 SCREWS (G6) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. B ( i I. e.t.• • J.. eeeee • • • • • • •••000 • • • • • • • • • • • • • • • • • • • 000000 • • • • • • • • • s•* • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • DOOR HEAD (WOOD) i3/8" 114* MAX. SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS. TYPE 2 OR 3, NOTE 1 • • Made, FX Fit DON 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1/4° MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1/4° MAX Exr Irrlimm 1 c SHIM oNc a ilillh 1 .... ANCHOR, .,' NOTE 1 DOOR HEAD (CONC) 11 1/4" TYPE 1 1 OR 2 1 3/4" TYPE 2 ((COW)) SIDE LITE HEAD (WOOD) 1/4" MAX. SHIM WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 1X WOOD BUCK NOTE 2 hithvih,h. IIIIIiivi , u•i, • ', ' A 314* MIN. E.D. i raimo 1 i lop I It . 1/4" MAX. SHIM 4 3/4" MIN. E.D. 411 1114 -1.__.----------4 111 MITIllr ... 1.81<81 MIN. CMU OR 2X WOOD $.4 KM MIN, CONC. BUCK, NOTE 2 IX WOOD BUCK NOTE 2 W.t. DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE I NOTE i I "MI gm _______ .......... CONC. ANCHOR, NOTE 1 NOTE 3 lie max. 20 :' SHIM N CHANGE MOSIER WM ME 162E61WD. 0 NOMA roma OPEC. TIM 248 ONVAIOD 12E1744.8. M 6111107 1 3/8" TYPE 1 1 3/4" TYPE 2 1 318" TYPE I 1 3/4" TYPE 2 3.4 KSI MIN. CONC. 2X WOOD BUCK, NOTE 2 — 4114 " E.D. DOOR SILL (WOOD) DOOR SILL (CONC) 2X WOOD BUCK, NOTE 2 1007162NIX0GY DRAW NOKOMIA FL 31278 P.O. ow Ista Namara FL 94274 EXT. 13/0" MIN. CONC. ANCHOR, NOTE 1 13( WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1318' MIN, 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.41<81 MIN. CONC. 1X WOOD BUCK, NOTE 2 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 3.4 KSI MIN. CONC. NW MIN. 1/4° MAX, SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 ANCHORAGE DETAILS SIDE_LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CAW) 1 3/8° TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1/4" MAX SHIM 'I 4" , MIN, E.D. 1.61031 MIN. CMU OR 3.4 KSI MIN. CONC. 13/4" MIN. E.D. 1/4" MAX. SHIM sir TYPE 1 %3/4" TYPE 2 • 4 •:• MIN. ED. SIDE LITE SILL (CONC) • • • VOTES: II. FOR CONCRETE INSTALLATIONS IN MIAMI-OADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8' MIN. (TYPE 1) 04 1(4" 834 • • • CRETE-FLEX EMBEDDED 1 314" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE 18 1 3/4", FOR WOOD INSTALLATIONS USE • • #12 SCREWS, 06 (TYPE 3) OR ELCO 1/4" S84 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). • 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11/2' THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS • • • • • DEPICTED AS 2.4 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). • • • • 3. IF SILL 18 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 18 NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) • MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE 18 • WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ihrs** AttalaP Pow* oat ett*O7 two 202107 Wiltkert. Meld= A *Km* 41. ALUM. FRENCH DOOR & SIDE LITES, IMPACT e 51015-1 11 FD141 aThS r 10 10 a or**. t..hooke C ..A tft V 414 1 V CP .! CV 114" MAX. SHIM CONC. ANCHOR. NOTE 1 1 318" TYPE 1 1 3/4" TYPE 2 Appntit4 stmt. It, ;di ght Ruth Belau* Mee et r M AO ... MUNI,' Nee to* Conlrol F* 1. (1 obi*. 1 L Cork, P.E. PE 039712 Sbuttural BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING � OWNER: Name (Fee Simple Titleholder : o1 Address: 0 A g IQ G 0 l City: '(`( e (1 %ft.Q.AJ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Q U 5( \U -0 State: Phone #: Permit No. t.,k) 'U e 1.-71S Master Permit No. 6-'151-00b1 Zip: 3 , Tenant/Lessee Name: /� (� n Phone #: Email: CO Ut�'Q - (Q @ Gk \ O0 ' W\ JOB ADDRESS: VAC 0 - To ) ) City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes County: Miami Dade zip: 33139 NO Flood Zone: CONTRACTOR: Company Name: z✓je_-, Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 1 � 400. Square/Linear Footage of Work: Type of Work: OAddress DAlteratio New DRepair/Replace ❑D Description of Work: C tr tl W1 Q , 4 i J Y I N i COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: **************** **** ** * ear * ****** * *+ * **Fees* * * *** * ** axe**** ****** *****,xw********* ******* Submittal Fee $ - OD Permit Fee $ i.1 p1 b CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 ci3,co 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 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 oc . rs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approvsd an a reinspection fee will be charged. Signature ,w I s AA aj` i vw---- The fore oing instrument was acknowledged before me this o .L) day of C51 , 20 I �t by rho, � '4 ri,t who is personally known to me or who has produced . I-' 4 -O l (D As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: * * * * * * * ** * ****u** * ** gas *** *** ***+ +00$1€ 014 ******* * *** **** ** **** **** *** ***** ***** ** * *** * **w****** APPROVED BY /C &.(d Plans Examiner /Vi /O My Commission Expires: Owner or Ag Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6 /4/10) Signature Contractor The foregoing instrument was acknowledged before me this day of who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ,20_,by Sign: Print: My Commission Expires: Clerk