Loading...
WS-15-3001 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-248610 Permit Number: WS-12-15-3001 Scheduled Inspection Date: March 31,2016 Permit Type: WindowaJShutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner. JEAN MARIE&MARILYN PAREL,JEAN Work Classification: Door Replacement UADIC 4 uwou vat nwocr Job Address:332 NE 92 Street Miami Shores,FL Phone Number (305)776-0616 Parcel Number 1132060136460 Project <NONE> Contractor: HOME OWNER Building Department Comments REPLACE SLIDING DOOR IN FLORIDA ROOM WITH Infractio Passed Comments NEW IMPACT DOOR 112'X 78" INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 30,2016 For Inspections please call: (305)762,4949 Page 6 of 34 +s o Miami Shores Village 10050 N.E.2nd Avenue NE n Miami Shores,FL 33138-0000 Phone: (305)795-2204k" , Expiration: 06(0612016 a Project Address Parcel Number Applicant 332 NE 92 Street 1132060136460 Miami Shores, FL Block: Lot: JEAN MARIE&MARILYN PAREI Owner Information Address Phone Cell JEAN MARIE&MARILYN PAREL JEAN 332 NE 92 ST (305)776-0616 -- - - - -- - - -- MIAMI SHORES FL 33138-3134 Contractor(s) Phone Cell Phone Valuation: $ 2,500.00 HOME OWNER M. Total Sq Feet: 0 Type of Work:REPLACE SLIDING DOOR IN FLORIDA ROO Available Inspections: No of Openings:1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-12-15-57915 DBPR Fee $2.00 12/01/2015 Check#:4302 $50.00 $77.80 DCA Fee $2.00 Education Surcharge $0.60 12/09/2015 Check#:4306 $77.80 $0.00 Permit Fee $110.00 Scanning $9.00 Technolodffee $2.40 Total: n $127.80 P•3 C� Yy r-� C.r1 r CT. In consideMion of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining t ereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting tkgs permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fon70LECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. ., c r•- OWNERS? 'FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructigoand zoning. Futhermore,I authorize the above-named contractor to do the work stated. December 08,2015 Authoriz Signature�Owner -A Applicant / Contractor / Agent Date Builcring Department Copy Decem ,r 09,2015 1 Miami Shores Village A n Building Department DEC 0 1 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201`1 BUILDING Master Permit No. S IS --30®1 PERMIT APPLICATION Sub Permit No. OBUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 332 NE 92 Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-013-6460 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee simple Titleholder):Jean-Marie & Marilyn Parel Phone#:3057547525 Address:332 NE 92 Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#:3057547525 Email: mparel@gmail.com 3057760616 (Cell) CONTRACTOR:Company Name: Owner Phone#: Address: City: State Zip: Qualifier-Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$2,500.00 Square/Linear Footage of Work: Type of Work: ❑ Addition Q Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: Replace sliding door in Florida room with new impact door(112"x 7811) Specify color of color thru tile: -25a U3 Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ 14 Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ T TOTAL FEE NOW DUE$ V L (RWsedo2/24/2014) Bonding Company's Name(if applicable) O' , 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. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature . Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2-0 day of 20 lS by day of ,20 by who is personally known to ,who is personally known to me or who has produced F(-- V1_ 07F S as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: �i(�[ LV�Lt� Print: Seal: ;oar°pit Notary Public State of Florida Seal: Sindia Alvarez c My Commission FF 156750 q res 09!03!2018 #################### ##################################################### APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ops Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: ,e6 t Tt /I5 _ DATE: 9 ADDRESS: � 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'1 have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who Is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial- 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and Is not hiring a licensed contractor to assume responsibility. Initial- 3. nitial3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial A 00 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 built or substantially improved it for sale or lease,which violates the exemption. Initial S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial, 6. 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 bylaw 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 his or her own labor and materials.1,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's Insurance may not provide coverage for those injuries.I am willfully acting as an owner-builder and am aware of the limits of my Insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 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 htto://www.mvfloridalicense.com/dbpr/aro/Cilb/lndex.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial_ 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 2s day of mM iZ 20 lS By �.21 1 -�Al r'k who was personally known to me or who has Produced there License orT! DPL u4t-p— -I—i NSE. as identification. n Notary Public State of Florida OWNER NOTARY �` SindiaAlvarez ° a spy commission FF 158750 ®p Expires 09/03/2018 DEC 1 X015 79 12 ' F;.f :� )ar 4141 • � • 4141 4141 +�s �o �` 4141•••• • 4141 4141•••• � � ,.'� ; �� 4141•••• • • • l 4141•• 4141• 4141•••: 4be fay. w.. .y . • • • • 41000 4100 00:6416 410.•0•• • • 00000 s • • •4141• ''� °«' � � x'"' ->• 4141 4141 • 4141•••• 0 y Y •00.0• • 410 �' • • • • •0000• .• ••0 • • • • • r— • • • ••041•• 4141 • 4141• • • U''' cS--v(60 Lst V�✓9 MAW MIAMI-DADS COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econ-gmv T.M.Windows,LLC -— 601 NW le Ave. Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"350"Aluminum Sliding Glass Door(Reinforced)—LAU APPROVAL DOCUMENT: Drawing No. W02-87 Rev E, titled "Series 350-Alum. Sliding Glass Door (L.M.I.)", sheets I through 10 of 10, prepared by Al-Farooq Corporation, dated 09/25/02 and last revised on DEC 20, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stain with the Notice of A 0 0 0 p Acceptance number and expiration date by the Miami-Dade County lr uct Conlin] Section. '..' .. • MISSILE IMPACT RATING:Large and Small Missile Impact • Limitations: _ •••••• 1. See Design Pressure(DP)capacity Vs.Reinforcing,anchor&sill height, in sheets 3&Q.. 0 0 0 0 0 2. Glass wider than 36"require approved setting blocks or clamps per FBC requirements!•••• •• ••• 3. Exterior(Positive)DP w/frame sill(3-1/2")item#4 is limited to Max.+90 PSF. •• •• ••••;• 4.Door height=door height w/o Head Receptor(Door height=door height+I"w/Hean4di or) '. LABELING:Each unit shall bear a permanent label with the manufacturer's name or lggo,City,staVNcT%cries 0•• . and following statement: "Miami-Dade County Product Control Approved",noted herein..' : 0 000 :00 0 0 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has14n 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#12-0410.15 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.12-1205.04 .• Expiration Date: December 27,2017 Approval Date: December 27,2012 ,v Page 1 T.M.Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file# 12-0410.15) 2. Drawing No.W02-87 Rev E,titled"Series 350-Alum. Sliding Glass Door(L.M.I.)",sheets 1 through 10 of 10,prepared by Al-Farooq Corporation,dated 09/25/02 and last revised on DEC 20,2012, signed and sealed by Javad Ahmad,P.E B. TESTS(Submitted under file# 12-0410.15/08-0617.03) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with installation diagram prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-2771 dated 01/15/01 &Test Report No.FTL-2976 dated 03/02/01,both signed and sealed by Antonio Acevedo,P.E.and Test Report No.FTL-3088 dated 11/19/01 &FTL-3188 dated 03/23/01,both signed and sealed by Luis A.Figueredo,P.E. and Test Report No.FTL-5438 dazed 12/13/07, signed and sealed by Carlos S.Rionda,P. E. C. CALCULATIONS �' ` �- rn® 1. Anchor verification calculations and structural analysis,complying with FBC-2010,prepared by Al Farooq Corporation, dated 05/02/12 and last revised on 12/20/12, signed and sealed by Javad Ahmad,P.E. • 2. Glazing complies w/ASTME-1300-02&-04 ••••'• . . ...... . .. ...... D. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources(RE$).••• ...... • .... .... ..... ...... . . ..... E. MATERIAL CERTIFICATIONS •••••• 1. Notice of Acceptance No. 11-1102.09 issued to Solutia, Inc. for"Safle$•CA TM -Saflex and • saflex HP Composite Glass Interlayer w/PET Core",expiring on December 11;?11Z3. .."•• 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemour%&rO., IiIj. tor. ;•••• "DuPont Sentry Glass", expiring on January 14, 2017. • F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 11/19/12,signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test reports. G. OTHER 1. This NOA revises & renews NOA# 12-0410.15,expiring on Jan 23,2013. 2. Previous NOA(s)associated this file are NOA# 12-0410.15,#08-0617.03 and#07-1009.03. 3. Test proposals,dated 10/18/01 &01/20/05,approved by BCCO. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.I2-1205.04 Expiration Date: December 27,2017 Approval Date: December 27,2012 E-1 .. .• . • • .. .. . . • . . . . • . . • . • . • ..• • . • 3" f 1 3' CLUSTER OF 8 ANCHORS �/ 18"MAX. t "try}�NiORCtN4 CWNNELS AT MTG.STILF_S 3` ••• ••• •• �•I"0-NGS"""'OiCWG CHANNELS AT ENDS dc MTERMEDIATE LOCATIONS. 1 HEAD ANCHORS W/RECEPTOR I I I Ii —•� • • • • ' ••• ••• • ••• ••• 8' • g, 18'MAX. /—CLUSTER OF 8 ANCHORS CORNERS HEAD ANCHORS W/O RECEPTOR O: • ••• • • i •-s� • • • �u 00 OPPOSITE of MN �a ils.- DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS g SERIES-350 ALUM. S.TDTN. GUSS DOOR D.L.OPO. D.L. OPG. c id o CLUSTER OF 6 DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS Mor•PANEL WIDTH AT Mm STILES To SHOWN ON SHEETS 3 & 4. FDG. PANEL WIDTH 3 APPUCABLE EGRESS REQUIREMENTS PER FBC TO BE REMEWEO _^— BY BUILDING OFFICIAL SILL°ANCHORS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE -- — 18°MAX. g REOUIREMENTS OF THE FLORIDA BUILDING COOS INCLUDING HIGH VELOCITYQ� HURRICANE ZONE(HVHZ). .4 1BY OR 20Y WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TYPICAL ELEVATION "T TO TRANSFER LOADS TO THE STRUCTURE. � 1.JAVA AH t i -) n ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS — ..44 M EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESS1 DRESSING OR STUCCO. L ftH CAN.'3435 j ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 1f00ssdd00eeppMMtiti NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DAYLITE OPENINGS' D-LO.HEIGHT m DOOR HEIGHT — 7.125` drawing no. MATERIALS INCLUDING BUT NOT UdITED TO STE METAL SCREWS,THAT D.LO.WIDTH (FIX. PANEL) = PANEL WIDTH — 5,575" 02_87 RCOME INM EQUIREMENTS TACOF T WITHOTHER ORiDA BLDG CODE IALAR MAISEC200 4 THE D.L.O. WIDTH (OPER. PANEL) - PANEL MOTH — 5.875` DEC$0 2012 sheet T of 0 . .•• • • . . ... • • • . ••. • • • • . • • . DESIGN LOAD CAPACITY- PSF DRSIGN LOAD CAPACITY- PRF DR9tONIAAD CaPACPCY-PSF GLASS TYPES A OR B ARE D00R8 a/o asap REawm MRS W/o Him RECEPTOR _ Door 00/6 HEAD RECEPTOR APPLICABLE TO CHARTS LIGHT REINFORCING MEDRTN REDWORM . . HEAVY R'ORCIN6 • • • `� SEE SHEET 5 FOR DETARS SEE SHEET S FOR DETAW •• • SK SHWe5 FOR DEWLS •• • 3/18"TEMP.MASS Z ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS I ANCHORS I'll AN ORS 0 • .075"INTERLAYER PAND. DON TYPE'A' TYPE'D' TYPE 'F' PA1F1. DOOR TYPE'A' TYPE'H' TYPE'F' PMEL •0005• E '� TYPi'8' TYPE'ft • 4MDTN mw mm MOO 12DM 'STORMOIASS'VANCEVA COMPOSITE !� ac.:as cross Ext.(+)9R,(-) .(+)W(-) 40 K U-) coxes awe .t+)WT.(-) (+)tNT.(-)Exit+)NWiT emas )IM,(- ) .(-) ,(-) 8Y SOLUTIA' 24 *7&081,8 7&0 75.0 7&0 750 24 IOU 120.0 100.0 120.0 100.0 120.0 24 120.0 100.0 120.0 100.0 120.0 3/18`TEMP,GLASS 30 75.0 7&0 7&0 7&0 30 100.0 120.0 100.0 120.0 100.0 120.0 30 120.0 100.0 120.0 100.0 120.0 30 78.0 75.0 73.0 7&0 38 100.0 120.0 100.0 1�.0 106.0 120.0 39so 120.E 1GO t�A p�0 1� sLICONE Q;G 42 754 71.4 75.0 71.4 42 100.0 120A 100.0 t20.0 100.0 120.0 42 e4 12Et0 CO.?1110.0 100.0 .0 DOW CORNING 998 ,} 48 780 85.8 7&0 5&8 48 100.0 109.0 100.0 12&0 100.0 120.0 48 • 1 00 1 .0 OO.0 1 ttt555 N 54 780 619 78.0 51.6 54 96.9 9&g IOOA 12D.0 100.0 120.0 54 • 9818 400.• M.0 100.0 1201d 24 7&0 7&O 78.0 78.0 7S4 7&0 80 87.2 87.2 t�A 120.0 100.0 120.0 80 • 87.2 1� 1 A .0 .0 ffi n_ 30 7&0 75.0 750. 75.0 78.0 7&o 24 1DDA 120.0 100.0 120.0 100.0 120.0 24 120.0 100.0 120.0 100.0 120.0 ro 38 64 7&0 741 754 74.8 75.0 74.8 30 CODA 1204 100.0 120.0 t00A 120.0 30 120.0 100.0 120.0 100.0 120.0 ! '> 42 >5.0 889 780. 889 784 8&9 38 90 100.0 120.0 100.0 120.0 100.0 120.0 35 120.0 100.0 12DA 100.0 12&048 75.0 61.5 780 81.8 75.0 911 42 100.0 112.1 100.0 120.0 100.D 1'00.0 42 90 112.1 100.0 12&0 100.0 120.0 50. 7{9 57.9 741 S71 741 S71 48 7000 1021 100.0 120.0 100.0 120.0 48 1021 100.0 120.0 100.0 120024 75.0 780. 75M 75.0 75.0 7&0 84 951 101 tOO.O 12MO 100.0 120.0 S4 981 /000. 120.0 100.0 12&0 I 30 7&O 750. 75.0 7&0 78.0 7&0 24 1004 12DA 100.0 120.0 100.0 120.0 80 87.0 87.2 10&0 i .0 100.0 1 mo y =' 38 8o 784 89.3 75,0 OU 7&0 88.3 30 100.0 100.0 100.0 120.0 100.0 120.0 24 100.0 100. 100.0 12MO 100.0 120.0 2S 42 754 81.1 750 51.1 750. 81.1 36 10" It&7 100.0 /20.0 100.0 120.0 30 [01220.0 100.0 120.0 106.0 t2o.0 GLASS TYPE `A' S' 48 721 559 721 55.9 72.6 55.9 42 1ooA 10x1 1000 12U 100.0 1200 38 1&7 100.0 120.0 100.0 tno 24 750 780. 754 750 754 7&0 48 94.0 94.0 100.0 11&0 100.0 11&0 42 gg 0x1 100.0 120.0 100.0 12&0 so 7s.0 729 764 701 7&0 721 54 87.2 els 1000 1100 loco no3 48 g4.0 Joao 120.0 toxo 1200 t/a"TEMP.GLASS M 36 as 75.0 53.0 754 510 75.0 sxo 24 100.0 120.0 100.0 120.0 IOD.o 1�.0 54 874 100.0 120.0 100.0 120.0 .090.INTERLAYER vJ 42 730. 68.2 730 562 730. 88.2 30 100.0 12U 100.0 12x0 100.0 122.0 60 820. 100.0 110.0 100.0 t20.0 SENTRINTER8Y'Dl1PONT'48 00.8 512 68.9 612 88.9 812 38 102 100.0 107.0 100.0 120.0 100.0 12x0 24 2x0 100.0 120.0 IOU 120.0 AS24 754 1'&0 780 750. 760. 750. 42 9&6 951 100.0 120.0 100.0 120.0 30 2U 100.0 120.0 100.0 t2a0 1/4'TEMP.GLASS30 750. 72A 78.0 72.4 75.0 72.4 48 88.8 881 100.0 108.8 100.0 1091 38 102 07.4 100.0 t2a0 100.0 t2D.0 SILICONE3898-1/2 750. 528 75.0 821 MO 624 24 100.0 120.0 100.0 12MO 100.0 1'1).0 42 951 100.0 120.0 100.0 120.0 SOD STRENGTH42 72.6 651 72.8 MS 72.6 55.8 30 IOD.O 11&4 IOOA 120.0 100.0 120.0 46 851 100.0 1'24 100.0 120.0DOOR HEIGHTS48 8&1 60.9 88.1 609 86.1 601 36 108 1011.0 100.3 100.0 120.0 100.0 120.0 54 Sax 100.0 1204 100.0 120.0 qy/0 HEAD RECEPTOR Z d �, 0.2 OUseg 1000 tt2x Irma 1122 20. 100.0 120A 100.0 120.0 100.0 t2G.0 �t 4e sos eo.e loco 100.7 100.0 101.7 30 loco 11&4 100.0 1W.o 100.0 1200 I-m TYPICAL ANCHORS sm ELEV.FOR SPAmo 36 108 100.0 100.3 IOao 12D.0 100.0 120.0 i•i _ _ _ 42 869 8" 100.0 12MO t00.0 1=0 _ TYPE '_A' 1/4' DM. ULTRACON BY_'PLCO' (Fw177,_ _04 Fy.15-5 X- M)).- - - � 46 808 80.6 100.0 12x0 100.0 12MO I 54 74.3 743 100.0 120.0 100.0 120.0 1-1/2" MIN. PENETRATION INTO WO •Ij, jl INTO 28Y WOOD BUCKS OR 00000 STRUCTURES 24 100.0 1200 100.0 120.0 100.0 120A OD �tw81YM111M� 3D 100.0 100.4 100.0 12&0 100.0 120.0 � o THRU 16Y BUCKS INTO CONC, OR MASONRY ��i~ 36 i/4 04.0 94.6 100.0 120.0 1000 p 120,0 1Sdd 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY '�"O0`b w 42 832 U2 100.0 120.0 100.0 120.0 B TYPE 'e' 1/4- M ULTRACON 13Y 'ELM' (Pw177 KSL Fy.185 KSI) � 48 7&2 782 1004 I 120A 1004 120.0 GLASS TYPE DIRECTLY INTO CONC. OR MASONRY 24 100.0 120.0 100.0 120.0 1064 112U I oil 1-1/4` MIN. EMBED INTO CONC. OR MASONRY I 1000 O&, 100.0 120.0 1�o 120.0 GAZING OPTIONS 35 120 set 861 t�.D 120.0 100.0 120.0 NOTE: TYPE 'f 414 SIMS OR SELF DRILLING SSrBEl (GRADE 2 CRs) ! az Tat 7&1 1oDA 1204 1004 120.0 INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. 7HK. m 1/8� 48 705 las 100.0 1200 100.0 1204 GLASS CAPACITIES ON THIS SHEET ARE I BASED ON ASTM E1300-04 (3 SEC. GUSTS) <m o m W INTO METAL STRUCTURES AND FLORIDA BUILDING COMMISSION I STEEL : 12 GA. MIN. ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET DECLARATORY STATEMENT DCA08-DEC-219 ALUMINUM THK. MINN. (8083-T5 ARE FOR DOORS USING FRAME SILL '4A' & '4B' I 38 KSI MINMIN.)M (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I FOR DOORS USING FRAME SiLL '4' LIMIT " � L.- - - -.-.- - -.-.- - -.-.- - -.- - -.-.-1 EXT.(+) LOADS TO 90.0 PSF. FIA,PES 70092 TYPICAL EWE OISTANCE CAA �• INTO CONCRETE AND MASONRY m 2-1/2" MIN. 4i INTO WOOD STRUCTURE m 1" MIN. INTO METAL STRUCTURE a 3/4" MIN. drawing no. R coSLcaErE AT HEAD.su.L OR aa5les r'c m 3000 PSI Mw. DOORS W/O HEAD RECEPTO 0002-87 C-90 HO.ww/FILLED BLOCK AT JAM Cm a 2000 PSI UK CLUSTER OF 6 ANCHORS AT STILE ENDS AT HEAD & SILL sheat Sof 1 . . ... . . . ... . . . . . . . . . . • . • s • • • • • D � • • • • • ••• • • • • • • • • .. Z $ • • • • • . • • O XO • • • • • •• • HE�Qf REINFORCING IS SHOWN V RE F&R TO SHEETS$ & 6 FOR_ 0 •s• • • ••• • i i•• 1T �O� DESIGN PRESSURE CHART. a A F 8 XX � f A C OXO --- Za o E A AW oft { ffi 8 • �lM�•Balr r OXXO f O � A f u W F / .npr:JAtlI AXN N �` 3 Fa PE&7IM B - _ CAN. XXO (SHOWN) dro.Ing AXX APPROVED CONFlOURATIONc BEC Q Z WO2-87 sheet of 1 • • ••• • . . .•. DESIGN LOAD CAPACITY- PSP DESIGN L400 CAPACITY- PSF DEMON LOAD CAPACITY- PSP 4 u DOORS WITH BRAD REMPTOR DOORS WHIN READ RECEPTOR DOORS 1RTH BAD RECEPTOR uGRT RBINPORCINO M SEE HIM 5 FOR D9YAOS SEE SHEEI5 WG NLS • >�SHEET F�O�frLS •• • + Z ANCHORS ANCHORS I ANCHORS ANCHORS ANCHORS I ANCHORS R/Ndol2 AN OTS A 0 • p BOND lff00�W001T TYPE'C' TYPB IS, TYPE 'E' ToK cm TYPE'C' TYPE'D' TYPE'E' Fma0Di11 •DOM• TYPE' 'D' TWE'EL • Ron ma d+) .(-) .(+)INT.(-) .(+)94T.(-) axis =a .(+)OIL(-) 1+)INT.(-) .(+)wr.(-) •1 • .(+)1NT.t- (-) .(- � FS 24 75.0 780 70.0 75.0 7&0 75.0 24 IOD.O 120.0 CODA 120.0 100.0 120.0 24 100.0 120.0 100.0 120.0 100.0 120.0 30 "A Tao 7&0 7&0 75.0 75.0 30 IG&O 120.0 100.0 120.0 IOD.0120.0 30 toxo 120.0 100.0 120.0 100.0 120.0 35 75.D ra0 Tao 750 75.0 75.0 38 100.0 120.0 ion 12x0 Joao 120.0 36 •+ 1 .0 120. 100 1204 0 I t.. 42 78.0 71.4 780 71.4 75.0 71.4 +2 100.0 120.0 IOU 120.0 1004 1204 42 04 190.0 12.00 4100.1 100.0 100.0 12MO O a 48 70.0 880 75.0 Das 75.0 83.8 48 100.0 1204 100-0 120.0 1004 120.0 48 •• 1 12 0 f ,0 00.0 1 (� 54 780 810 780 81.8 75.0 614 54 100.0 120.0 100.0 120.0 100.0 120.0 54 100.0 12610 4100.• 100.0 100.0 1208 24 75.0 15.0 750 7&0 70.0 70.0 80 100.0 1204 100.0 120.0 100,0 120.0 80 •0 1 .0 l20AP too.01 1 4 o Ifto <p 30 750 73.0 750 70.0 78.0 75.0 24 100.0 120.0 100.0 1120.0 100.0 120.0 1 24 100.0 120.0 100.0 120.0 IOU 120.0 36 75.0 T49 750 749 750 74.5 30 1000 120.0 100.0 1120.0 100.0 1204 30 100.0 120.0 100.0 1204 100.0 120.0 42 84 780 88.8 70.0 8&9 750 68.9 36 90 100.0 12U 100.0 1120.0 1=0 120.0 36 100.0 120.0 100.0 1120.0 1004 120.0 48 750 819 7&0 619 70.0 1 61.5 42 1=0 120.0 1004 1120.0 1004 120.0 42 90 100.0 120.0 ioa0 1120.0 1100.0 120.0 + �Ila 54 74.8 579 74A 57.5 74.8 575 48 100.0 120.0 100.0 120.0 100.0 120.0 48 100.0 120.0IOU 120.0 100.0120.0C 24 75.0 7&0 750 70.0 MO 70.0 54 100.0 t20,0 100.0 1120.0 100.0 120.0 54 100.0 t2ao 100.0 1204 1004 120.0 30 75.0 750_ 70.0 MO 70.0 78.0 24 100A 120.0 1000 120.0 100.0 1204 60 100.0 120.0 100.0 120.0 100.0 120.0 36 90 780 8943 70.0 88.3 750 68.3 30 100A 120.0 100.0 120.0 100.0 120.0 24 700.01204 100.0 1204 i00A 120.0 42 75,0 81.1 75.0 81.1 70.0 61.1 36 96 1000.0,0 120.0 10120.0 100.0 120.0 30 100.0 120A 1004 1204 100.0 120.0 48 72A 15,0 72.6 58.9 72.8 85.8 42 100.0 120.0 tOU 120.0 IOU 120.0 38 100.0 120.0 100.0 120.0 100.0 120.0 24 784 780 70.0 750 750 70.0 48 100,0 1194 100.0 119.0 100.0 1190 42 881000 1200 100.0 1204 100.0 1200 tMpC 30 750 72.8 70.0 72.8 7&0 720 54 100.0 110.3 100.0 110.3 100.0 110.3 48 100.0 120.0 100.0 1204 100.0 120,0 � so68a � JB 96 75.0 534 78.0 83.0 78.0 83.0 24 100.0 120.0 100.0 120.0 100.0 120.0 54 100,0 1200 100.0 120.0 100.0 120.0 r'�t ,t 42 730 56.2 730 SU 73.0 88.2 30 100.0 120.0 100.0 120,0 100.0 1204 60 100.0 120.0 10x0 120.0 100.0 120.0 .77 j m3 W 48 86.8 1 51.2 88.8 51.2 88.6 51.2 36 102 100.0 120.0 100.0 100.0 100.0 120.01 24 toOA 0.0 120.0 10120.0 1100.0 120.0 J 24 730 78.0 750 70.0 780 7&0 42 100.0 120.0 100.0 1120.0 100.0 120.0 30 100,0 120.0 100.0 120.0 1100.0 120,0 Q= 51 T 30 750 72.4 78.0 72.4 75,0 72.4 48 100.0 1002 IOU 1002 100.0 1002 38 102 100.0 120.0 100.0 120.0 100.0 120.0 ti - 38 98-1/2 750 82.8 73.0 82.8 7&0 82.8 24 100.0 100.0 100.0 1204 100.0 120.0 42 100.0 120.0 100.0 120.0 1100.0 120.0 CCCSSS 42 720 55A 724 554 72.8 35.6 30 100.0 120.0 100.0 100.0 100.0 1200 48 100.0 120.0 100.0 120.0 7004 120.0 48 1 6&1 $OA 88.1 6oA 88.1 50.9 36 toe 100.0 100.0 1=0 120.0 100.0 120.0 64 1100.0 1180 100 0 120.0 1100.0 121.0 J Z m Ef 42 100.0 112.2 100.0 1122 100-0 T112.224 10MO 120.0 100.0 120.0 100.0 120.0CHARTS AT LEFT ARE FOR DOOR HEIGHTS �O 48 100.0 101.7 to" 101.7 100.0 101.7 30 100.0 120.0 100.0 120.0 IOD.O 100.0 WITHOUT HEAD RECEPTOR. 38 100.0 120.0 toxo 120.0 100.0 120.0 DOORS USING HEAD RECEPTOR MAY BE 42 t00 100.0 1120A IO04 120.0 100.0 120.0 1'HIGHER THAN SHOWN(SEE SKETCH) � 48 100-0 III&S 10D.O 12MO 100.0 121Lo TYPICAL ANCHORS: sm Ew.FOR SPA= _ _ _ 54 10.0.0 10.93 iou I= tooA 120.o (- TYPE 'C' 1/0.' DIA. ULTRACON 9Y 'ELCO' (Fu-177 KID,Fy.185 00 - Z4 100.0 120.0 100.0 120.0 100.0 120.0 �!� 1 30 100.0 120.0 IOU 120.0 100.0 120.0 THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY ( 36 114 100.0 120.0 IOD.O 12D.0 100.0 120.0 c 1-3/4' MIN. EMBED INTO CONC. OR MASONRY i 0.2 0.2 100.0 100.0 100.0 j 120.0 1100.0 100.0 TYPE '0' 1/,4 DIAL ULTRACON BY 'EIOW (Fwm Ks.Fy.155 KSn I 48 100.0 110.7 100.0 1120.0 1100.0 121.0 NOTE: DIRECTLY INTO CONC. OR MASONRY 24 100.0 I!O.o 100.0 120.0 100.0 120.0 GLASS CAPACITIES ON THIS SHEET ARE e 1-3/4" MIN. EMBED INTO CONIC. OR MASONRY I 30 100.0 120A 100.0 120.0 100.0 12MO BASED ON ASTM E1300-04 (3 SEC. GUSTS) 36 120 100.0 F20.0 100.0 120.0 100.0 120.0 AND FLORIDA BUILDING COMMISSION TYPE 'E' #14 SIMS OR SELF DMILLING 4tM4FWR (WADE 2 CRs) 1 42 100.0 110.0 100.0 120.0 100.0 t20A DECLARATORY STATEMENT DCA05-DEC-219 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8- I 48 1080 10 80 100.0 12MO IOOA 5io INTO METAL STRUCTURES 1 0 0 0 W STEEL : 12 GA. MIN. (Fy m 38 KSI MIN.) ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET I ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) I ARE FOR DOORS USING FRAME SILL '4A' & '48' (_ _ _ - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J FOR DOORS USING FRAME SILL '4' LIMIT &4r.JAVAWLDNOI � •a TYPICAL EDGE DISTANCE - - - EXT.(+) LOADS TO 90.0 PSF. FIA.PE"7»592 i GAN. INTO CONCRETE AND MASONRY s 2-1/2" MIN. INTO WOOD STRUCTURE a t' MIN. Ni INTO METAL STRUCTURE - 3/4' MIN. DOORS �I� RECEPTOR drawing no. CONCRETE AT HEAD.SR.L OR JAMBS re - 3000 PSI MRN, CLUSTER OF 8 ANCHORS AT STILE ENDS AT HEAD W02-87 R.LEO C-90 HOIlOW/FBLACK AT JAML'm . 2000 PS MW, CLUSTER OF 8 ANCHORS AT STILE ENDS AT SILL Q_��fl 2 �• sheet 4ot 10 . . . . ro4`V O 12 MAJOR AJOTM-065�LOCK •. ,2 Olt �T41- . +: :.• Im l 1h;z,o•LONG • • • • E •00 • ALUM TUBE ®TOP&BOTTOM A OF STILE Yhi • • ••• .s as 18 MINOR INTERLl 18 MWOR IAffER1.00K 44 FULL LENGTH LIGHT REINFORCING d ALUM T,RTE O 1 © ,@,w w LONG I O`4%49 O a TOP&BOTTOM ®TOP&BOTTOM y� OF STILE OF STILE SS fax 3 y ANLL LENGTH MEDIUM REINFORCING z a v I © FULL4lBENGTH FULL aB O ALUM TUBE ALUM TUBE 7g;; FULL LENGTH ALUM TUBE HEAVY REINFORCING Q ngr J VAD MAW oda i8 FLA PE B 71k192 CAN.51438 �. drawing no. OEC 2 0 24 :It,e®c or t • • ••• • • A• • ••• •• •• • • • •• TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIS IBY WOOD SUCK SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING TYPICAL ANCHORS IN PAIS 4 f t (SEE NOTE SHEET 1) AND CHART SHEET 4 AND CHART ON SHEET 4 SEE�•FON SPACING `1•A A,m, FAN�D�CHART ON�pPACIITY SHEET 4 w AT DOORS HE • • • • • ••• - METAL N REINNM&HFAVY • • • • •• •• • STRUCTURES Z REINFORCING • �'.� • • • • • DIST. e. 2 7 8' a a '< e' 12"LONG g • •:.::". • EDGE 4 {t, p• #COOETE 000 "^`SF S LLL+++ o a • • 0 • • ••• •• I ng I 1 (6 $�i 2 j TYPICAL ANCHORS IN PAIS Xi TYPICAL ANCHORS IN PAIRS 1 , I SEE ELEV.FOR SPACING SEE CHAR FOR SPACING 2 E AND gam•3 FOR SON SHEET 3 METAL Fqq CAPACITY STRUCTURES .a M1 i it t.CONGItETE, <b. d a•.'' :. EDGE �o i 1 •'yf�rortc• a7 r 1. a ' i 1• i' 1 I g u gJ 0) a I I ^ O WOOD BUCKS AND METAL STRUCTURE NOT 8Y TM WINDOWS SEALANTS• ;O FDCEU PANEL STILE TO FRAME, PANEL AND FRAME CORNERS AND MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM HEAD RECEPTOR TO FRAME SEALED WITH CLEAR COLORED SILICONE, 21 .� i AND TRANSFER THEM TO THE BUILDING STRUCTURE. �- @PEEPHOLES I. i I •'I• ! Wt m (4) 18/18" WEEP NOTCH ONE AT EACH END OF EACH PANEL MAO-OM'"N" wwM6Ne/►�y i f — W2 m (4) 1/4"WEEP NOTCH ` ! r ! i. •i i•'i !' i' ONE AT EACH END OF EACH PANEL Batt i r � I• :i r e t 9 �I$�Q r� i AT D�WITH @ 8$ I I t I E }y� 4 REI NM I I vS I __— I �Yg ! 5: REINFORCING TTOV RAIL 1 1 M I ......' .....1.. ... .......... .'..o q :..i... .........':: Y'..".:........ ...... '.'. .-.: .. .:.:.'..'....' i '. 'i' P CML pp ...:a .. ...... .a..,. ... n CAJQ.iJ:G33 \ 'D�'( "<• 4 CONORE}�. •EDOE 1 CONCRETE•• ..�..' •'- .•'1' CONCtiEfE' EDGE O . Q 1 0 d •� U F4 HUGH ST REN NON SHRINK Wt c POURED k GROUT drow!ng no. TYPICAL ANCHORS d PC v 9000 P�AGN. `s7 IN sTAGaEREO PAIRS TYPICAL ANCHORS NOT BYTRATM WIW$ MUST R OWO2—$T SEE ELEV.FOR SPACIRG AT BOTTOM CLIP LOADS TO STRUCTURE C 2 4 20 sMeRGt s of t o • • ... . . . .•. •. •. . . . •. .. . . . . • . . • . . . • • • • . • TYMCAL ANCHORS �4 SEEELEV.ING PANEL WIDTH 010 x 1"PH SMSFOR 4rA 1` 1 f • • • • AT.-W�0•• i •• • • • • •• •• • 1/4"MAX. D.L. OPG • • • • • • • • •• Z LOAD HF.ARiNO © 49 O • •• • • • • • • O �. SHIM ••• ••• • ••• ••• • TYPICAL ANCHOR (s^ ° 31 18 41. 2021 16 of OL v •e - - 1 All 4 40 s s 1 a 30 EXTERIOR O.L.OPO. PANEL.WIDTH DOOR WIDTH W Q= TOY WOOD SUCKS j SEE NOTE SHEET 1 TYPICAL ANC10RS SEE FOR SPACING. F 1/4"MAX. tR a as LOADSBEARMO 7YMCAL ANCHORS TYPICAL ANCHORS FOUR aj%m SEE ELE FOR�ACM0 Jim 1/4"MAX. ?'9' '. 1/e" YRtf� LOAOSHHEARIN6 a U LOAD GEAtM _ _ a . SHIMov -- 1 - METAL STRUCTURE < , • +f . .e... gr:ommft RA PE 70M CA.N. A TjACHME(JT TO MAf_ STRUCTURES ATTACHMENT TO CONCRETE droving rf0. CTCFT OR ALUM OR CONC. BLOCK DEC 2 2912 W02_87 sheet 7 of 10 . . ••. . . . .•• .• .. . . . .• .. . . . • . • • • . . . 4.795 1.407 875 .885 842 2.762 t• F .080 1.777 1.619 Ir 1.378 • • • • •• 1.4�'• Z h 1 .062 2.07$ 7 .045 • • • • • • ,072 1.914 • • • • • .717,.663 • • 2.830 3.250 • • ••• 7 •�•i47 ••• •• 3.500 .750 1.342 1.800 4----=4.090 1.000 1.358 U2 2.244 Q, •• • • • •• • • 3.119- OW .119 Q� U HEAD RECEPTOR3O PANEL TOP 37� L ••• • •• MINOR INTERLOCK V e1`i .780 2.�0�_5 t8�� • •• • 2.529 15 OW 37625 3.879 1.000 © DOORFRAME AME JAMS STI E 37829G{i• ••• • • ••• W,, ADAPTER 4 .790 TM-Oggn 2.782 Z093 1.200 .822 lit,1.587L 87S 2.475070LI-1 04 l OOHEAD REINFORCING CHANNEL 2.961 2.709 1.144 .790 2.BBB 2128 .080 1.893 t.i64 3 34 3290 3.378 .082 •799 1.162 2.244 { 1.800 Ij 3.119 2.000 1L .407 MINOR INTERLOCK .992-4 >M-1� 082 t0 PANEL LE ow 37624 RAIL t8 37637E t8 ML4lEaw 3762TT 3 L5 SILL� �COYER 1.670 x O a - .140 ice-1.599 1595 .500ty l+ 1200 000 76 FRAME HEAD 1.271 ;zozz ® 6W 30710 � �z p� 3.379 -4 1.3"M .080 t�a 3000 r MINOR INTERLOCK REINFORCEMENT 1.378 0 �_ 3.891 4.171 ® LENGTH m PMIE7.M.- 4.5' 1.595 7599 5�_�3500� 4.101 FIN, ® FRAME E (OPTIONAL) ® 2t FIX. PANEL CLIP GW 32096 OW 37743 4.231 3.719 sA SILL COYER .080 O :7 .080 4.181 TM-074 4 f0 V O W 1.800 .080g 3500 S .090 iYPL71m a N 1a .888 ,858 FlA PE/70582 .080 OaN''.i9J8 - aft .825 .829 1i I 3.788 3.891 {---3.385- FRAME .388--I drawing no. ® (W 3��L ® FRAME 177 ® FRAME SILL (OPTIONAL) AE(, 2017 W02-87 • • .•. . • . .•. .. .. • . . •. .. . . . • . • . • . . . PP&M PART 6 4UANTrrY DBSmumdN MATEMAL MANF./9UPPIJBR/RRMAF3;W 2.230 -2.230 1 OW 37654 1 HEAD RECEPTOR ALUM-8063 T5 FRAME TOP r.125 .125 2 GW 30710 1 FRAME HEAD ALUM-8083 TO FRAME TOP • • 4 • •• 2A OW 32096 v 1 FRAME HEAD(OPTIONAL) ALUM-8083 T8 FRAME TOP •• • •• • 3 GW 37655 6 D RECEPTOR REINFORCEMENT(8'LONG) ALUM-6083 75 AT HEAD ENDS&CENTYR LINE•F P • • • HEA ••• 3A GW 37888 3 HEAD RECEPTOR REINFORCEMENT(72'LONG) ALUM-8083 TO AT ASTRAGiAI.&1 • • 090 • • .090 Fil ••• ' 4 OW 37887 1 3 1/2"301 ALUM-8083 78 FRAME�TTOM 4A TM-087 1 4 1/4"SILL ALUM-6063 TB FRAME BOTTOM4.4284.(674.388 4.657 48 7M-177 1 3 1/2"SO.L ALUM-8083 T8 FRAME BOTTOM8 TM-080 1 DECORATNE SI1COVER OPTIONAL.) ALUM-8083 TS FRAME BMOM • • • • •• • •• SA TM-074 1 DECORATNE SIU.COVER(OPTIONAL) ALUM-6083 TO FRAME BOTTOM • ••• • • • • ���$+++ ppq 8 OW 34877 a FRAME JAMB (TWO iRA(2CS) ALUM-8063 16 FRAME SIDE • • • : 0 :• • .750 g 9 OW 37632 4 TOP RAIL ALUM-8083 TO PANEL TOP L •• .155 L ,128 @J-c �¢${ 10 GW 37624 4 BOTTOM RAIL ALUM-8063 TO PANEL BOTTOM 11 GW 37630 2 2"X4 MAJOR INTERLOCKS ALUM-6083 T8 PANEL,SIDES 11A GW 37630A 2 2'X4"MAJOR INTERLOCK ALUM-6063 T8 PANEL SIDES 3.105 3.105 J 12 TM-085 2 2"X3'MAJOR NTERIACK ALUM-6063 75 PANEL SIDES a 15 OW 37625 2 MINOR INTERLOCK ALUM-8063 TS PANEL SIDES 2'x4" MAJOR INTERLOCK 2"x4' MAJOR INTERLOCK ISA TM-108 2 MINOR INTERLOCK ALUM-6083 TS PANEL.SOB GL9 37830A(OPTIONAL) 1t GW 37630 16 GW 37623 1 MALE BUTT STILE ALUM-6083 76 PANEL.ASTRAGAL R 17 OW 37629 1 STILE ADAPTER ALUM-8083 T5 PANEL.ASTRAGAI. 2.230 � J 18 OW 37837 2 LOOK STILE ALUM-8083 T8 I PANEL SIDES fe 20 FXD 37743 2 BOTTOM CUP(3 x 3 x 1/4 x 1 7/16"L0.ANGLE) ALUMINUM FRAME SILL 21 TP 37743 2 TOP CLIP(3 x 3 x 1/4 x 1 7/16"L.G.MGM ALWINUM FRAME HEAD 22 - 3 3 1/4'X 1/2"X t/8'X 12"L6.RENF.CHANNEL ALUMINUM ABOVE INTERI,GKNKS&ASTRAGAL STILES .090 J 23 - 1/NOK PANER, .820`X 1.438"X.080'THE.CFiANNEI,FULL LENGTH STEEL IN BOTTOM RAL J�4 24 - 1/MOV.PANEL .850"X 1.235"X.080"THK.CHANNEL,FULL LENGTH STEEL N BOTTOM RAL 3.398 3.SIf7 Q S 28 WV-3033 AS REO•D BULB TYPE vlrc1. VNn READ RECEPTOR 29 4010-PILE SINGLE ROW 'ULTRAFAB`FTN SFAL WEATHERSTRIP WOOL. TOP&BOTTOM FWLS 30 4037-RLE 2/ROWS "ULTRAFAB°FIN SEAL WEATFERSTRIP750 WOOL INTERIOR INTERLOCKS STIES z Wl 31 4020-PtLE SINGLE R "ULTRAFAB"FIN SEA.WEATHERSTRIP Wim, FRAME JAMB/ASTRAGAL rtZ�5 32 - 2 1/2'x 2"LONG SELF ADHESIVE PILE PAD WOOL AT FRAME SILL �� �Z CL 33 - 1 7/8"x 3"LONG SELF ADHESIVE POE PAD WOOL AT FRAME HEAD ,{y 35 TM-30= 2/MOV PANEL TM TANDEM ROIJ.ER ASSEMBLY ALUMNUM 3.105 F=�n. JNYL,ON BOTTOM ACTIVE PANELS 38 TM-32476 1 MOV.DOOR TM LATCH ASSEMBLY ALUM MALE ASTRAGAL AtAIMNUM FEMALE ASTRAGAL 11 2"x3' MAJOR INTERLOCK 37 TM-32424 AS REtm. TM KEEPER TM-088 38 - 2/CORNER B8 X 5/8'FH SMS-FRAME ASSEM13LY SCREWS STEEL 39 - 2 /10 x 1/2"OH.SNS.-KEEPER INST.SCREW STEEL FEMALE ASTR4GAL 40 - 8/PANEL 010 X 1'PH.SMS.-PANEL ASSEMBLY SCREW STEEL PANEL CORNERS $ 41 - (2/CLIP) 14 X 1-t/4'PH.SMS.-MO PANEL CUP STEEL. TOP SOTTOM CUPS/STILES 42 - 1/CLIP 014 X 1-1/2"PH.SMS. -TOP FIXED CLOP STEEL HEAD TOP INTERLOCK s 44 - AS REDD. 1 1/2'x 2"x 1/8'REINF.TUBE,FULL LENGTH ALUMINUM AT EACH MNOR MMM g $$ 44A TU-107 AS REOD. 1 114'x 1-5/8"ROW.TUBS, FULL LENGTH ALUMINUM AT EACH MINOR INMILOCK Locn 45 - AS REOD, 1 1/2 x 2 x 1/8•ROW.TUBE, 10"LONG ALUMINUM - 2 POINT FLUSH MOUNT HOOK LOCK AT MOVING PANEL LOCK STILE 48 - 6 04 x 1'PH.SINS. STEEL. AT 50"O.C.MAX.ABOW INTERLOCKS 42-1/2" FROM BOTTOM FASTENED WITH (2) #10 X 5/8" FH SMS. $ � 49 3 2 x 4 x 1/8"RENF.TUBE(LENGTH -PANEL HT. -8') ALUMINUM MAJOR INTERLOCK/ASTRAGAL (2) SURFACE MOUNT ALUMINUM KEEPERS FACING LOCK AT 35-1/2' £ a 50 - AS RED'D SOJGONE CAP sucoNE FRAME/HEAD RECEPTOR ANO 50° FROM BOTTOM EACH FASTENED WITH (3) #12 X 2" FH SMS. L 51 - 2/LATCH 10 X Y OH.MS. -ASSEMBLY SCREW STEEL LATCH ASSEMBLY 53 - 4/CHANNEL #14 X 1-1/2'PH.SMS. STEEL. AT HEAD ALUM.CHANNEL x Fu EJ_1 271189 CAN.363a drawing no. 4EC 29 2012 W02-87 wheel )of 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . . . ss w 40 fQy"� •• • • • • •• •• • • o • • • • h • • • •• •• qy PANEL TOP CORNER $ r � i FRAME TOP CORNER , �ax � �g0.� Lk g w full EW.JAVAD-AHMW— FLA PE 7M I a ffi� m�oW i PANEL BOTTOM CORNERCAX .g � Browing no. FRAME BOTTOM CORNR 2© ?0 2 W02-87 sheet of 1 T � v.•vw.... .,'+-t.. ........d..v aa. .. ... .. _... ... v.r r a•..-..e.wr - ............._- ..,,•_P:•.11�v .•,<.�.n..4tl'Me««•M•+.e-r.n_. r.•� n .�•`•as•� FLOOR PLAN GENERAL NO—T—E—S--1 R PLAN LEGE iD !. WLL9�PARIAg0e,404aLOMe wtKe0l ftV«I. Jql[[ TI[iF,Q CIYm®fT�LRS.W 11QNOfAAMEMl1««. many RCWYetl.4elg6$4«OIMTeI Wf110ATAie 0A63 RF«DItlmI011.lAfnNStl«gG1W Desi r►2Form A0111, loWar Tet:.SD3.70. av:cen,;coanAwNom aA,ae. Fax:tR7 0«xtn attep,p'aSAttwao«Ic AA2bA 14b4 AtCN lNOR l0 txe' KR14^fllC,llw ADDITIVE ALTERNATE BASE SCOPE OF WORK I «O,xxrorraJAuwawcweaaAm y .. SCOPEM 9i«9pAJlf(MA A11J ^ww�rw..`^w t2i'•1' .ib�991V:COWmR«8 mZ 9�GNkt WRW �CRFat.COM91Ai e) tSv kC 91YCCAMRVfMJ OVO.GDANe F- � _ 3Axx't4 Y2ltOt9m<M IQ0 ow:N« (QkA. mNq 9NC.'A.ww wm{YA9WJ,CW �y II... JG a9lwe9NGt0/40Aw OeeKtl. Ooe!«09ASODIIUORro Rve(eCCO ! ,n---- ---*-- cu,aeouArx — ----- --------- 4 SNA ----------- - ---- T1. IL 1 n n a10 1We b Ia' 9 1 JOFA ADE �4 IO)xa �4 �♦ � �a pRcnKT�Atl�Mi �'e NtW LD'SAAZC WtOm 811K1:0 �DNRCfv1T91af +I3F 4eYxTe1«.ror W11aG8Na'A. txG flB'9tAO:O wRC99T«e AuttO. 9lOwwAA«wYAfTJ FG12eleml{UA«.VKS of eq«« BMCftd!l wJXaAwA [MOA,A'dYAMWK2etp61«e FMDa•«a�A 91AlPCeda31AG 9APCG0PWY.rofxYFeIUMeIP1lY.,lAA! 7flAODP«eA10 AlA11ALCO MIIM'ItAMI eieLCO NA«101KMSA4':fONrIx�1ADR «owaromn«n,¢n«wx e«m. mm roaw,vearo. �w+xe«n4¢a.Acnaam. ! AR•820tS WEST ELEVATION -PROPOSED > T•1 � SCAMlW-1'4^ j F0.E 9AItE: F DR 11c J.vow DAM E1 i L aepAnL BMa Joe 00.:10-011 EXfs,nRETAI RK IN STRUCTURE.NO AR1gAN1 DANZ STUDIO DATE :ONMlm THIS AREA #55601 © �/ � oaFlmm Alma a F aaaerte SMART JASHK)N BARBER 8 SALON 1"Bp1Y1'eR �9; �o i DOAtaA t #5603 'e •xVYYJAwAM 91A1`A«et QD» q/ f•BDYCt Yleti09lrtt•tgP 5601 NW 7TH AVENUE �/ rota tea. C$i ••• • • axseo anmmOA / � awewml,owq • • • � sewn axevcuruFsa! © raxi taueuwAm i •• • • `0A0CENt ®• Q ® ao . waw�aa armlA emus PROPOSED _ FLOOR PLAN ... Ac+ow>ow.+wAvaoe • ( • • • alAA�� • @ ELEVATION laoe»,»..,.... ..!»,.. ..-•... waw ..... .. .... _.......,.,._.... o-, .. .. .,... . m«���u .. ..._...W w. • ra area. ••. • •••.• .• • • • We-0 •• roaaeAms. ••• • • • • . fLOOR PLAN-PROPOSED A1.01 • • • • • • • • • • • •• •• • • • •• •• COP 0000.. 0000•• • •• •..••• • 0*00000 • • • 0000 0000 ••0009•• 0000 0••• 00.00 •0•t•• • • ••.•• •• to • •000.0 •000.0 ! •• • • • • 000•• •009000 0 • • • • • • • • 000000 .• •