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RC-11-328Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 156423 Scheduled Inspection Date: March 26, 2012 Inspector: Bruhn, Norman Owner: GROSSO, BRYANT Job Address: 133 NE 103 Street Miami Shores, FL 33138 -2328 Project: <NONE> Contractor: HOME OWNER Permit Number: RC -2 -11 -328 Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1121360130820 Building Department Comments RELOCATION OF KITCHEN Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 23, 2012 For Inspections please call: (305)762 -4949 Page 3 of 37 RESUBMITAL DATES: R vj_ 3 f► l'T 72/19-)e- 9/2A ige STRUCTURAL FIRE IMPACT FEES HRS /DERM WO -%1B -2011 23:49 From: Grosso, Bryant 133 NE 103`d Street Miami Shores, FL 33138 Village of Miami Shores Building Department 10050 NE 2"d Ave Miami Shores, FL 33138 November 8, 2011 To Whom It May Concern: To:1E157567745 NOV 0 8 all Pee: 1 '1 We have reached the expiration date of Master Permit 11 -328 and unfortunately we are not yet ready for a final inspection. The renovation of the Master Bathroom has not yet been completed along with other minor details that require finishing as well. We expect to finish within the next 3-4 weeks and for that reason we are respectfully requesting a permit extension of 30 days. We would greatly appreciate your assistance with this matter as we would like nothing more than to have the renovations completed so that we may become full time residents of the beautiful village of Miami Shores. Should you have any questions please do not hesitate to contact me at 239- 253 -1666 or bggmey 3 133 @amaif.com. Thank you in advance for your time and efforts. .40 did 4)1.w. wo6 on ylk*A calyk.k yor v4t/ I9-0Ik - lviiami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. /1- 3 Z r Job Name G Ss Date 3 /1 hi- STRUCTURAL CRITIQUE SHEET 1veea izaGf /= - Gi�ra� /2/ h 0• er5 et r`®,e. cis- S w h U tt/ lfv C It 411 -e eS afr l'h eti/a 4 I e o et Plan 5'h A -2'- 15 f°r e. tie,- r er11 )0,. ivtiami Shores Village Building Department 10050 NE 2nd Avenue Mimi Shores, Florida 33138 Tel: (305)79S 2204 Fox: (305) 756.8972 Permit No. )1- -32 Job Name C.;•/-< C.)5s L'J Date 3 /1 /it STRUCTURAL CRITIQUE SHEET Aleo) reo fi iv° e tki oei Phir, $A. A - '2- e 15 i e d -r2 - e • G r a -e 0001— 11°0 t-ekr7,52.-e,ki Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Fax (305)756 -8972 Folio Number:1121360130820 Owner's Name: BRYANT GROSSO Job Address: 133 103 Street Miami Shores, FL 33138 -2328 Owner's Phone: Total Square Feet: 0 Total Job Valuation: $ 1,500.00 Contractor(s) HOME OWNER Phone Primary Contractor Yes 1 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 5/12/2011: Yes Comments: Permit No: 11 -328 Job Name: April 4, 2011 305-- 7 S ^ y s Miami Shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) Provide the level of alteration /addition that is being proposed. Is the porch being enclosed to living space? 2) The floor plan must identify the all bearing walls in the house. 3) Provide energy calculations for the new space. 4) Provide the wind load design criteria for the work. 5) Show all new columns and filled cells on the floor plan. Identify size and location. 6) Column and filled cell detail must show connection to existing beam and foundation. 7) Plans must show insulation requirements. Plan review is not complete, when all items above are corrected, we WI do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 04/04/2011 09:42 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES L 001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /R% NO 1244 RECIPIENT ADDRESS 93057567745 DESTINATION ID ST. TIME 04/04 09:42 TIME USE 00'19 PAGES SENT 1 RESULT OK Permit No: 11428 Job Name: April 4, 2011 205-- —77y5 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) Provide the level of alteration /addition that is being proposed. Is the porch being enclosed to living space? 2) The floor plan must identify the all bearing walls in the house. 3) Provide energy calculations for the new space. 4) Provide the wind load design criteria for the work. 5) Show all new columns and filled cells on the floor plan. Identify size and location. 6) Column and filled cell detail must show connection to existing beam and foundation. 7) Plans must show insulation requirements. Plan review is not complete, when all items above are corrected, we WI do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 8 II(-S � r�42 ;t Ct1 Permit No: 11 -328 Job Name: March 4, 2011 Miami Shores Village Building Department Building Critique Sheet 'f) Permit application must describe all work. /2) Provide the level of alteration /addition that is being proposed. Is the porch being /enclosed to living space? Corrections for structural and electrical must be completed. The floor plan must identify the all bearing walls in the house. �6) Provide energy calculations for the new space. 2f6tyProvide the wind load design criteria for the work. Provide product approvals for all new or altered openings. Show all new columns and filled cells on the floor plan. Identify size and location. 9) Column and filled cell detail must show connection to existing beam and foundation. 20) Plans must show insulation requirements. Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Norman Bruhn CBO 305 - 795 -2204 PERMIT #, \C[ 1- �� ❑ Contractor A. Owner ❑ Architect Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT DATE: I V ` Z u. Z, Picked p 2 sets of plans a► d (other) C- -v2C CZ9'c -(.C- 1 l c-6-\1 - Address: From the building department on this date in order to have corrections done to plans And /or get County stam ... I underst• d that the plans need to be brought back to Miami Shores Village Building arty t telcontinue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: PERMIT #: V Miami Shores Village Building Department RECEIPT Contractor Owner ❑ Architect Pi • ed up 2 sets of plans and (other Address: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 inaJ-42 gi CM ° From the building department on this date in order to have corrections done to plans And /or get County stamps. I underst d that the plans need to be brought back to Miami Shores Village Building Departmen. ? con;tin e permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 11 -328 Job Name: April 4, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) Provide the level of alteration /addition that is being proposed. Is the porch being enclosed to living space? 2) The floor plan must identify the all bearing walls in the house. 3) Provide energy calculations for the new space. 4) Provide the wind load design criteria for the work. 5) Show all new columns and fiMed cells on the floor plan. Identify size and location. 6) Column and filled cell detail must show connection to existing beam and foundation. 7) Plans must show insulation requirements. Plan review is not complete, when all items above are corrected, we virll do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 11-328 Job Name: March 4, 2011 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Permit application must describe all work. 2) Provide the level of alteration/addition that is being proposed. Is the porch being enclosed to living space? 3) Corrections for structural and electrical must be completed. 4) The floor plan must identify the all bearing walls in the house. 5) Provide energy calculations for the new space. 6) Provide the wind load design criteria for the work. 7) Provide product approvals for all new or altered openings. 8) Show all new columns and filled cells on the floor plan. Identify size and location. 9) Column and filled cell detail must show connection to existing beam and foundation. 10) Plans must show insulation requirements. Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Norman Bruhn CBO 305-795-2204 5) 9II ( - gcu o r""31 Ee, t 6 1011 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 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING r: sup, Permit No. 4] I I Master Permit No. ILLLD 2•90 OWNER: Name (Fee Simple Titleholder): nJrd r 6- • Grosso Phone #: 2. 39 - 2 3 - 1(rAro Address: 133 P4 1O3 Sr City: t•-t i e.4. .% State: F7-0+?4 015 Zip: 331 3 Tenant/Lessee Name: — Phone #: Email: Possoe . Ci°1 JOB ADDRESS: I 103 ST City: Miami Shores County: Miami Dade Zip: 3313 Folio/Parcel #: 1 113CA0130 2)25 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ataite,L 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: $ `+ 0 Square/Linear Footage of Work: Type of Work: ❑Address �9 C+ iteration y New ❑Repair/Re lace ❑Demolition . Description Work: [plc �C�T� ®t� G� (c �f ae�L t 6 / �l (z.) 0 10 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ /) / CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $ C P O ° 4? 5 rs, TOTAL FEE NOW DU 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 su ect to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspecti which days after the building permit is issued. In the absence of such posted notice, the inspection will not b 'is,.rov; a �1 �.pection fee will be charged. Signature f / %� Signature Own: o nt Contractor The foregoin ins ment was a ;:. wledged be ore this The foregoing instrument was acknowledged before me this day of , 20,1 , by e , , ��'� day of , 20 , by who is personally known to me or who as produce . - . is personally known to me or who has produced 11 IlAs identification and who did take an oath. as identification and who did take an oath. NOTARY UBLIC: My Commission Expires: APPROVED BY NOTARY PUBLIC: s4A. (. S.) I '' Sign. � . ' Print: My Commission Expires: g� ei9' ti ,a• (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner le V( Zoning Structural Review Clerk 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: * (°s . i 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. Initial 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. Initial I� 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 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 34 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 : //vwwv.mvfloridalicense.com/dbnr /pro /cilbfindex.html Initial 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 financially responsible for the proposed construction activity at the following address: 133 rJ € t o3 14trArto 4,1401a,1-1...- 33 (3`0 Initial 12. I 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 2 Produce icense day of 2O] 1 who was personally known to me or who has 3' / 1').2,0t1 as identification. OWNER APPENDIX 13 -D Efrectite \larch 1, 2009 FORM 11008 -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Component Prescriptive Method B ALL CLIMATE ZONES Compliance with Method B of Chapter 11 of the Florida Building Code. Residential or Subchapter 13 -6 of the Florida Building Code. guiding. may be demonstrated by the use of Form 1100B for single -and multiple- family residences of three stories or Tess in helght. additions to existing residential buildings. renovations to existing residential buildings. new heating. cooling. and water heating systems in existing buildings. and site-added components of manufactured homes and manufactured build' gs.TO comply. a budding must meet or exceed all of the energy efficiency requirements on Table 118 -1 and all applicable mandatory requirements summarized in Table 1113-2 of this form. If a building does not comply with this method. it may still comply under Method A of Chapter 11 or Subchapter 13 -6 of toe applicable code. PROJECT NAME: AND ADDRESS: Bryant' House 133 NE 103th St _ __Miami Shores, FL _ OWNER: Bryant Grosso BUILDER: PERMITTING OFFICE: PERMIT NO.: 1 1- 3 2 8 JURISDICTION NO.: 1. New construction including additions which incorporate any of the following features cannot comply using this method: skylights or othernonvertcai roof glass. glass areas in excess of 16 percent of conditioned floor area. and electric resistance heat (See Notes to Table 11B-1 on page 2). 2. Fill in ail the applicable spaces 01 the "To Be Installed" column on "Table 118 -1 with the information requested. All "To Be Installed" values must be equal to or more efficient than the required levels. 3. Complete page 1 based on the "To Be Installed" column informaton. 4. Read -Minimum Requirements for All Packages ". Table 118 -2 and check eacn box to indicate your intent to comply with all applicable items. 5. Read. sign and date the - Prepared By" certification statement at the bottom of page 1 The owner or owners agent must also sign and date the form 1. New construction, addition, or existing building 2. Single- family detached or multiple - family attached 3. If multiple - family -No. of units covered by thls submission 4. Is this a worst case? (yes/no) 5. Conditioned floor area (sq. ft.) 6. Glass type and area: a. U- factor h. SIIGC c. GIas> area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and insulation: 4. Slab-on-prude 1R- Naluel h. Wood. raised tR- value/ c. Wood. common i R -v n lue 1 (I . Concrete. raised iR- value, e. Concrete. common 1R-value) 9. Wall type, area and insulation: a. Exterior: I. Masonry (Insulation R- value) 2. Wood frame (Insulation R- '.aloe1 h. .%djacent: I. Nlasonrs (Insulation R- valuel 2. Wood frame (Insulin ion R -%attic! 10. Ceiling type, area and insulation: .1. Under attic (Insulation R- value, h. Single asscnthl, t1n.ulation R- c;duet 11. Air distribution system: Duct insulation, location "rest report required if duet in unconditioned space 12. Cooling system: r'fvpes: central. root unit. package terminal A.('.. ga•. none) 13. Heating system: 11 Iles: heat pump. elec. strip. nat. gas. LP -Gas. gas h.p.. roost or PT.AC. none e 14. Programmable thermostat installed on HVAC systems: 15. Hot water system: (Types: elec.. nut. gas. LP -gas. solar. heat rec.. sled. heat pump. other. none' Please Print 1. Existing Building 2. Single- Family 3. Single Home 4. N.o- 5. Good /1321 SQ 6a. 1 20 6b. 030 6c. 300 -__.. _ sq. ft. 7. 23 ok 8a. R= GF iln.ft. 8b. R= GF sq.ft. 8c. R= GF 900 sq.ft. 8d.R= GF sq.ft. 8e. R = GF 421 sq. ft. 9a -1. R= _GF15.0 131.75__. sq. ft. 9a -2. R= GF sq.ft 9b -1. R= GF _sq. ft. 9b-2. R =_QE... _ .-_sq.ft 1oa. R =GF sq. ft.1321 10b. R= sq.ft. 11a.R= 6 11 b.Test report attached? Yes X No 12a. Type: CENTRAL /FI FCIRLTRIP 12b. SEER/EER: 16/13 12c. Capacity: 3 5 13a. Type: ELECTRIC 13b. HSPF /COP /AFUE: SEE REPORT 13c. Capacity: 7.2 14. Yes XNo 15a. Type: ELECTRIC 15b. EF: 0.93 CK Ina( ens rei10v that the pions and specifications covered by the calcalahan are in cln'pllance ::eh the Fin.rrla Energy Code PREPARED By. Femando Gomez - Pina.PE DATE 05/10/11 I heretl, refillv that this eudd0ng is in co'nphance 41th the Fionda Energy Cerle OWNER AGENT: Bryant..Grosso........... _.._. _._.._._-- .._. -_. DATE 0a.1.Qm._ DATE._ 901' e•.: 01 plans and speCdiCahons covered 1y 1011 cart Jlalon indicates c0'npl:o1Ce r:00 the FI0i 105 Eneigg Code 8efole c0nstrdChon iS Completed. 1100 oinking :'All 1e inspected 101 CCTiphanre (e accordance vie Section 553 908 F.S. 9JILLnG OFFICIAL 2007 FLORIDA BUILDING CODE - BUILDING 13 -D.23 tiarightsoft° Project S Entire c House ummery Perfect AC Solutions 7101 SW 62 ST, Miami, FL 33143 Phone: 786 512 9165 Fax: 305 275 6282 Email: perfectacsolutions @ gmail.com Job: Date: February 3, 2011 By: For Bryant Grosso 133 NE 103 ST, Miami Shores, FL 33138 Notes: Weather. Miami, FL, US Winter Design Conditions Outside db 51 °F Inside db 70 °F Design TD 19 °F Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 90 °F 75 °F 15 °F L 50 % 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19290 Btuh Structure 27301 Btuh Ducts 4397 Btuh Ducts 6542 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23687 Btuh Use manufacturer's data n Rate /swing multiplier 0.95 Infiltration Equipment sensible load 32286 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality LOOSE Fireplaces 0 Structure 3877 Btuh Ducts 2315 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 817 817 Equipment latent Toad 6192 Btuh Volume (ft3) 6670 6670 Air changes/hour 1.29 0.67 Equipment total Toad 38478 Btuh Equiv. AVF (cfm) 143 74 Req. total capacity at 0.70 SHR 3.8 ton Heating Equipment Summary Cooling Equipment Summary Make Make Rheem Trade Trade RHEEM 14AJM SERIES Model Cond 14AJM42 AHRI ref no.n/a Coil RH LL-H M3821++RCSL-H*3821 AHRI ref no.3806012 Efficiency 100 EFF Efficiency 13.0 EER, 16 SEER Heating input 0 Btuh Sensible cooling 28000 Btuh Heating output 23687 Btuh Latent cooling 12000 Btuh Temperature rise 16 °F Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.056 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wisstw Right -Suttee Universal 8.0.07 RSU02220 2011- May -10 09:33:37 C: \Users\RinajlDocuments\Wrightsol FINAL \Grian Grosso.rup Calc = MJ8 Front Door faces: N Page 1 4i-wrughtsoft Building Analysis Entire House Perfect AC Solutions 7101 SW 62 ST, Miami, FL 33143 Phone: 786 512 9165 Fax: 305 275 6282 Email: perfectacsolutions@gmail.com Job: Date: February 3, 2011 By: For: Bryant Grosso 133 NE 103 ST, Miami Shores, FL 33138 Location: Miami, FL, US Elevation: 7 ft Latitude: 26 °N Outdoor Dry bulb ( °F) Daily range ( °F) Wet bulb ( °F) Wind speed (mph) Heating 51 15.0 Indoor. Indoor temperature ( °F) Design TD ( °F) Relative humidity ( %) Cooling Moisture dfference (gr /Ib) 12 (L ) Infiltration: 77 Construction quality 7.5 Fireplaces Component Btuh/ft2 Btuh % of Toad Walls 7.7 5685 24.0 Glazing 24.1 2268 9.6 Doors 7.4 289 1.2 Ceilings 7.8 6331 26.7 Floors 2.1 1720 7.3 Infiltration 3.4 2996 12.7 Ducts 4397 18.6 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Toial 23687 100.0 ,.a Heating 19 30 -11.8 Simplified Loose 0 Component Btuh/ft2 Btuh % of load Walls 8.8 6523 19.3 Glazing 40.8 3839 11.3 Doors 12.1 470 1.4 Ceilings 14.0 11463 33.9 Floors 1.7 1394 4.1 Infiltration 1.4 1261 3.7 Ducts 6542 19.3 Ventilation 0 0 Internal gains 2350 6.9 Blower 0 0 Adjustments 0 Total 33843 100.0 Latent Cooling Load = 6192 Btuh Overall U -value = 0.402 Btuh/ft2 - °F Data entries checked. Ceilings Cooli 75 ng 15 50 56.8 - vwrrightsc ft` Right - Suite® Universal 8.0.07 RSU02220 Aeak C: \Users\Rimaj Documents \Wrightso8 I- NAC\Grian Grosso.rup Calc = MJ8 Front Door faces: N 2011 - May -10 09:33:37 Page 1 4*. rightsoft AED Assessment Entire House Perfect AC Solutions 7101 SW 62 ST, Miami, FL 33143 Phone: 786 512 9165 Fax: 305 275 6282 Email: perfectacsolutions@gmail.com For. Bryant Grosso 133 NE 103 ST, Miami Shores, FL 33138 Location: Miami, FL, US Elevation: 7 ft Latitude: 26°N Outdoor: Dry bulb ( °F) Daily range ( °F) Wet bulb ( °F) Wind speed (mph) Glazing Toad (Stull) Heating 51 15.0 Cooling 90 12 (L ) 77 7.5 A. Job: Date: February 3, 2011 By: Indoor: Indoor temperature ( °F) Design TD ( °F) Relative humidity ( %) Moisture difference (gr /Ib) Infiltration: Hourly Glazing Load Heating Cooling 70 75 19 15 30 50 - 11.8 56.8 10 11 12 13 14 Hwh Maximum hourly glazing load exceeds average by 20.5 %. House has adequate exposure diversity (AED), based on AED limit of 30 %. AED excursion: 0 Btuh How of Day Average 15 16 I { V I 17 18 19 20 AED 6rtnt lArrightsaft Right- Suite® Universal 8.0.07 RSU02220 C:U sers\Rimafj\Documents \Wrightson HVAC\Grian Grosso.rup Calc = MJ8 Front Door faces: N 2011- May -10 09:33:37 Page 1 41ghtsoft Loads for Multiple Orientations Entire House Perfect AC Solutions 7101 SW 62 ST, Mlami, FL 33143 Phone: 786 512 9165 Fax: 305 275 6282 EmaiC perfectacsolutions@gmall.com Job: Date: February 3, 2011 BY: For. Location: Miami, FL, US Elevation: 7 ft Latitude: 26°N Outdoor: Dry bulb ( °F) Daily range ( °F) Wet bulb ( °F) Wind speed (mph) Bryant Grosso 133 NE 103 ST, Miami Shores, FL 33138 Heating 51 Cooling 90 12 (L ) 77 15.0 7.5 Indoor: Indoor temperature ( °F) Design TD ( °F) Relative humidity ( %) Moisture difference (gr /lb) Infiltration: Heating Cooling 70 75 19 15 30 50 -11.8 56.8 Front Door Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) Latent Load (Btuh) Total Load (Btuh) Heating AVF (cfm) Cooling AVF (cfm) 32286 6192 38478 1333 1333 32286 6192 38478 1333 1333 32286 6192 38478 1333 1333 32286 6192 38478 1333 1333 32286 6192 38478 1333 1333 32286 32286 6192 6192 38478 38478 1333 1333 1333 1333 40000 in 30000 v ca 0 c 20000 0 U To" 10000 Building Orientation Cooling Load NE E SE Direction Front Door faces Current Orientation: Front Door faces North Highest Cooling Load: Front Door faces North S SW W Printout certified byACCA to meet all requirements of Manual J 8th Ed. NW wrightsoW Right-Suite® Universal 8.0.07 RSU02220 °- C: \Users\Rima)1Documents1Wrightsoft HVAC\Grian Grosso. rup Calc = MJ8 Front Door faces: N 2011 - May -10 09:33:37 Page 1 Page 1 of 1 FLORIDA BUILDING CODE, 2007 RESIDENTIAL DESIGN PRESSURES FOR COMPONENTS & CLADDING CALCULATIONS CONFORM WITH ASCE 7-05 Building Information Job Information Calculations Type: WALL OPENINGS Job Number. 20115.2 Company Name: RUBEN J. PUJOL, ARCH Prepared By RUBEN J. PUJOL, ARCH Date/Time: 5/5201110:12:04 AM Client Name: B.G. GROSSO Job Description: R & R WINDOWS & DOORS Wind Velocity (mph): 146 Importance Factor: 1.00 Exposure Category: C Directionality Factor (lid): 1 Internal Pressure Coefficient '+P: 0.18 Mean Roof Height (ft): 12 Building Width (ft): 34.8 Building Length (ft): 55 Roof Slope (x:12): 3 Width of End Zone (ft): 3.48 1 STRI4TTURES - INTiERNATGI L LLC Opening Mark 1 Opening Desc. Location Zone Opening Elev.(ft) Opening Width (in) Opening Height (in) flax + Pres. (psf) Max - Pres. (psf) A I HR 200 4 6.91 50 42 I 53.3 -58.0 RR 2A1 4 6.08 I 74 I 63 50.5 -55.1 B C I SH 100 4 6.58 I 37 I 51 I 53.7 -58.3 D I NI 101. 4 6.25 37 59 53.2 -57.8 E I SH 102 4 7.08 I 37 1 38 11 54.7 1 -593 F RI 101 4 6.25 37 59 I 53.2 -57.8 G SH 100 4 6.58 I 37 I 51 I 53.7 -583 1 FRENCH DRS 4 1 533 1 48 I 80 I 51.2 -55.8 1 2 SIDE DR. 4 4 I 36 I 80 I 52.2 -56.8 I \` file:// C: \Users\Ruben\Documents\B.html 5/5/2011 wrightsoft CIA ,t Project Summary Entire House Perfect AC Solutions 7101 SW 62 Si; Want, Ft. 33143 Phone 786 512 9165 Fax 305 275 6282 Email per(ectacsoiutionsa9mau Com Job: Dale: February 3, 2011 By: Pro'ect Information For: Bryant Grosso 133 NE 103 ST, Miami Shores, FL 33138 Notes: Desi• n Information Weather: Miami, FL, US Winter Design Conditions Outside db 51 °F Inside db 70 °F Design TD 19 °F Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 90 °F 75 °F 15 °F L 50 % 57 gr /Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19290 Btuh Structure 26841 Btuh Ducts 2342 Btuh Ducts 4490 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21632 Btuh Use manufacturer's data n Rate /swing multiplier 0.95 Infiltration Equipment sensible Toad 29890 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Loose Fireplaces 0 Structure 3477 Btuh Ducts 1096 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft') 817 817 Equipment latent Toad 4573 Btuh Volume (it') 6670 6670 Air changes/hour 1.29 0.67 Equipment total load 34463°13it1h Equiv. AVF (cfm) 143 74 Req. total capacity at 0.70 SHR 3.6 ton Heating Equipment Summary Cooling Equipment Summary Make Make Rheem Trade Trade RHEEM 14AJM SERIES Model Cond 14AJM42 GAMA ID n/a Coil RHLL- HM3821 + +RCSL- H'3821 ARI ref no. 3806012 Efficiency 100 EFF Efficiency 13 0 EER. 16 SEER Heating input 0 Btuh Sensible cooling 28000 Btuh Heating output 21632 Btuh Latent cooling 12000 Btuh Temperature rise 15 °F Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.062 cfmiBtuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.87 Printout certified byACCA to meet all requirements of Manual J 8th Ed. wrlghtspK Rrght -Surte® Unaersai 7 175 RSU02220 ACC1. C 1UserslRrmat SungolOocuments ■Wngntsolt HVACtGnan Grngso rup Carc = MJA Onentatmn N page 2011 tet: a:1 1057 NF /8" 149 4 " us L mg av£z 12-" 1$" NMI u li*12 "X $'s lefe Rj- OM rsx ii — 4 No g'oiloom z z") gll (3•D?aoM N:rS N FEB 1 ; 2011 ' B Y: Equipment DATA: Rheem 3.5 Tons 16 SEER 13 EER. R-410A Condensing unit model number 14A1M4 2A01 208/230 V 1PH 60 HZ refrigerant lines Cooling Capacity 40,000 BTU's_ Sensible 30,100 BTU's Minimun circuit ampacity Maximun Fuse Breaker _i Air handler unit RHLLHM3821JA 208/230 V 1PH 60 HZ Circuit ampacity Minimum circuit ampacity 3/8" and 7/8" 26/26 40/40 30 43! Maximum circuit breaker 45 Heater RXBH1724AOCJ 7.2 KW CFM 41200 max Perfect AC solutions 7101 SW 62 ST Miami Florida 33143 CAC 1815027 Project name Bryant Grosso 133 NE 103 ST Miami Shores Florida 33138 /g111.50-D zoor-7/v/0 2/////, Moup15D o1J tkez--641011,* ouce p Co0 DE N.:/t-TE ORA itk) 43/40 kA-) t7a 'Nu Ov ertirLou) t4 17 A V) /.2) 7- 5. Cc.)1,1Dcp5A P' /t) L /.04 pt,c 106 C1.7 "7-Z/AAT 3.,4 RP/".)7o5 6? (JA BUILDING INFORMATION Job Number Wind Velocity (mph) Client's Name 146 Building Category 11 Hurricane Importance Factor 133 NE 103rd.ST. MIAMI SHORES, FLORIDA. 33138 1 Exposure Manufacturer C Internal Pressure Flat - No Hi0 Enclosed Height above ground (z) -(ft) Lb, (ft) 13.5 Standard Wall Height - (ft) 0.0 6.0 Mean Roof Height (h) - (ft) 12.0 Building Width (ft) 55.0 Bolding Length (ft) 60.0 Roof Slope (x:12) 0.0 Roof Angle (degrees) 0.00 (a) Edge Strip (ft) 4.80 End Zone (ft) 9.60 WINDLOADCALC.com IIM Windloadcalc.com 4 Your WIndOW to Sucr,s ASCE 7 -05 Design: www.windloadcalc.com Contact: customeraervice @windloadcalc •con Version 6 2004 - 2009 © Building Permit Edition Wind Load Program JOB INFORMATION Job Number 09-237 Client's Name MR. BRYANT G. GROSSO WIDTH (fed) Company COMPANY Address 133 NE 103rd.ST. MIAMI SHORES, FLORIDA. 33138 Preparer L.Romero Manufacturer TOPOGRAPHIC FACTOR Hill Shane Flat - No Hi0 H, (ft) 0.0 Lb, (ft) 0.0 z, (ft) 0.0 z, (ft) 0.0 WIND LOAD DESIGN INFORMATION C APPLYING WIND LOAD FOR: ZONE OPENING ELEVATION (feet) WIDTH (fed) LENGTH (fed) EFFECTIVE WIND AREA () MAXIMUM POSITIVE PRESSURE (psl) [Windward / Down Force] MAXIMUM NEGATIVE PRESSURE (psf) [Leeward / Uplift] Product Approval / NOA Number Max Pressure Per Product Approval / NOA Manufacturer Model Number • www.windloadcalc.com 2003 -2009 Copyright 2/24/2011 Page2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode ECO Window Systems, LLC. 745 W 18 Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described.herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: ECO -Guard Series -100 Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No W09 -08, titled `ECO -Guard Series -100 Aluminum Single L Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with no revision, prepared by Artrifopq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dada County Product ,'• Control approval stamp with the Notice of Acceptance number and approval date by t g•I ami -I;ad+ • • County Product Control Division. •• • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •••••• ; • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name of T°.Ao., city, 'slate and following statement: "Miami -Dade County Product Control Approved ", unless othewisp lfited he ina • REVISION of this NOA shall be considered after a renewal application has been filed pi 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 beeps revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enclsrSehtnt 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 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 09- 0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 Page 1 • • • • • • • • • • ECO Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "ECO -Guard Series -100 Aluminum Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12 /09, with no revision, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No HETI- 08- 2166A, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 08- 2166C, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. • • • • • . •••• • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • • • • 2) Uniform Static Air Pressure Test, Loading pez FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 • • • • • • • 4) Forced Entry Test, per FBC 2411 3.2.1 and TAI 202 -94 • • • • • Along with installation diagram of a 53 -1/4" wide x 76" high EC hard Se x:1400 aluminum single hung window, prepared by Hurricane EngineetngATesting Inc. Test Report No HETI -08 -2168, dated December 15, 2009, signed An/ sealed by. Candido F. Font, P.E. • • • • • • • • • • • . .. • • 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS .201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 53 -1/4" wide x 76 -1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2170, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. • E -1 I'LL' -3//g/q Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09- 0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 .• • • • • • shoat 1 of 6 ) 6' MAX. CORNERS FALSE NUNTINS (SURFACE APPLIED) OPTIONAL ECO —GUARD SERIES -100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MDWI -DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 53 t/8. WINDOW WIDTH 47 3/8' O.LO. (Fix. UTE) It MAX. 1 HEAD I 1 G _ Il JI — II 11 11 f l/ K — II II II II I. it II II _ II ti 1. ii I �I .7..7:= II I II Ii© II 11 n R II Il u - II I Y ' , u l II II 11 II NO ANCHORS AT SILL 47 3/8' D.L.O. (5EN1) 50 3/16' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). •• ••• • • • • • •• W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • • • ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS• • • • EMBEDMENT TO BASE MATERIAL SHAW. BE BEYOND WALL DRESSING OR STUS00. ••• • • • • • • • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO wogpeqpiLy, • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT CON& INTO • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIIIENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. • • • • VENT WIDTH EQUAL UTES 6' MAX. HEAD CORNERS 53 t /8' WINDOW WIDTH 47 3/8' D.LO. (FIX. UTE) 12' MAX. 1 HEAD 1 1 G ...=4,L, -==ICI I 1� i, = II 11 II ==--tt*r--- I �I iiir 1'1,,i.. _= JK--- -ij - - -- 4171 II 11 II --- - f II 11 II NO ANCHORS AT 47 3/8' SILL TYPICAL ELEVATION$ TESTED =TS UNEQUAL UTES (ORIEL TYPE) THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.E SHUTTERS ARE NOT REQUIRED. • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • SIRUC111RES MOM F CAN. 3338 7 23200.9 =seseis~efile Ode — ' ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u ado 3 8 8 1 r a 1 drawing no. W09 -08 EQUAL LTI'ES WINDOWS DESIGN LOAD CAPACITY - POP FLANGE ODAB. GLASS TYPE 'A' GLASS TYPE '9' 990TH HEIGHT E%T.( +) INT.( -) EXT.( +) 1NT.( -) 19 -1/8' 780 90.0 710 90.0 24' 75.0 90A 73.0 90.0 28 -1/2' 75.0 900 73.0 90.0 32. 28' 78.0 90.0 75.0 90A 37' (3) 78.0 90.0 75.0 90.0 40' 78.0 90.0 78.0 90.0 48' 710 90.0 710 90.0 53 -1/8' 78.0 90.0 710 90.0 19 -1/8' 78.0 90.0 75.0 900 24' 78.0 90.0 73.0 90.0 28 -1/2' 75.0 90.0 75.0 90.0 32' 38 -3/8' 73.0 90.0 710 90.0 37' (3) 780 90.0 710 90.0 40' 75.0 910 75.0 90.0 4e' 78.0 900 75.0 90.0 53 -1/8' 75.0 90.0 754 900 10 -1/8" 78.0 910 75A 80.0 24' 75.0 904 750 900 28 -1/2' 75.0 90.0 710 90.0 32' 50 -5/8' 75.0 904 75A 90.0 37" (4) 75.0 90.0 75.0 90.0 40" 75.0 910 750 90.0 48' 754 90.0 710 80.0 53 -1/8' 78.0 90.0 78.0 80.0 19 -1/8' 78.0 910 75.0 90.0 24' 730 90.0 75.0 90.0 28 -1/2' 710 90.0 75.0 90.0 32' 83' 75.0 90.0 75.0 90.0 37' (5) 75.0 90.0 750 90.0 40" 75.0 90.0 75.0 90.0 48" 710 90.0 750 90.0 53 -1/8' 73.0 90.0 75.0 90.0 19 -1/8' 75.0 80.0 75.0 90.0 24' 754 910 710 90A 28 -1/2' 710 80.0 73.0 90.0 32' 78' 73.0 80.0 78.0 90.0 37' (8) 78.0 90.0 754 90.0 40' 710 910 75.0 90.0 48' 78.0 910 78.0 90.0 53 -1 /8' 75.0 900 78.0 90.0 EQUAL UTES UNEQUAL. LITES WINDOWS DESIGN LOAD CAPACITY - PS? FLANGE 01019. GLASS TYPE 'A' GLASS TYPE '8' 8151H HEIGHT E%144) 1N1.( -) EXT.( +) )NT.( -) 19 -1/8' 75.0 90.0 75.0 910 24' 75.0 90.0 75.0 90.0 29 -1/2" 79.0 90.0 75.0 90.0 32' 50 -5/8' 75.0 90.0 75.0 904 37' (4) 75.0 910 75.0 90.0 40' 75.0 910 754 90.0 48' 75.0 910 75.0 900 53 -1/8" 75.0 90.0 710 904 19 -1 /8' 75.0 90.0 75.0 900 24' 75.0 910 75.0 904 28 -1/2" 75.0 90.0 75.0 904 32' 83" 750 90.0 710 90.0 37' (5) 75.0 90.0 75.0 90.0 40' 75.0 900 75.0 900 48' - - 754 910 53 -1/8" - - 710 90.0 19 -1/8' 750 90.0 79.0 90.0 24' 78.0 90.0 75.0 90.0 28 -1/2' 75.0 90A 75.0 90.0 32' 78' 710 900 750 90.0 37' (8) - - 75.0 90.0 40' - - 75A 90.0 48' - - 710 900 53 -1/8' - - 710 90.0 1 /8" HEAT SIREN'0. GLASS 3/19" NEAT STREN'D. GLASS UNEQUAL UTES (ORIEL TYPE) z 0 z .090' INTERLATER .090' 9RERIAYER BUTACRE PVB BY 'DUPONT' BUTACITE P88 BY 'DUPONT' 1/8" HEAT STREN'D. GLASS 3/18" HEAT STRUM. GLASS • 1. • •• ••• • • • • •• ••• 1� 1 .t (( • • • • `Lliii T - .o �� • m • • • ••• • SUCONE DOw 899 • • • •• • • • ••• • • • • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (.3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 GLAS4TYYE '!{• • • • • 6 • • • • • • • G'S.Atusi 0:11)N$ • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • •. • ••• • • GLASS TYPE 'B' if • 8 1 drawing no. W09 -08 (sheet 2of 6 1BY W000 BUCK 1WIG1. ANCHORS SEE ELEV. FOR SPACING 0 aW ••• • • • • • •• • • • • • ••• •• • • • •• MMO -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu -120 KSI. Fy-92 K9) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/2" MIN. EMBED INTO CONC. OR MASONRY 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : I/8" THK. MIN. (6063 —TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,9.14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0901 (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Pe = 3000 PSI MIN. MASONRY fm - 2000 PSI MIN. ••• ••• • ••• ••• •SEALANT; • • • • • • • • • • • • • • • &.L JOINTS AND FRAME CONNECTIONS SEALED WI • • • • • • • • POINT SEALER. •• •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • •- •• •• ••• • • • ••• • • V; t k drawing no. W09 -08 sheet 3 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADS COUNTY APPROVED MULLION SEE SEPARATE ROA TYPICAL. ANCHORS SEE ELEV. FOR SPACING 604006 worn _I mom 14091 ITEM 9 PART 9 REVD. DESCRIPTION MATERIAL 5414F. /SUPPLER /RENADD&4 1 FY101 1 FRAME HEAD 6083 -T8 - 2 FY115 1 FRAME SILL 6083.48 - 3 FY103 2 FRAME JAMB 6083 -16 - 4 FY104 1 FIXED MT(i. RAIL 8063 -T8 - 5 F1105 1 VENT TOP RAIL 6083 -16 - 6 FY114 1 VENT BOTTOM RAIL 6063 -16 - 7 FY107 2 VENT SIDE RAIL 8083 -T8 - 8 FY108 AS ROD. GLAZING BEAD (9/18' LAM. GLASS) 6083 -18 - BA FY109 AS ROD. GlA2uY0 BEAD (7/18' LAM. GLASS) 8063 -18 - 9 FY118 2/VENT SASH STOP 6063 -15 - 12 51.203P 2/VENT SWEEP LATCH. AT 12-1/2" FROM ENDS LOAM SULLIVAN & ASSOC. 12A 18 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. 5TEL1. FH SdS 14 98 X 1' AS RE00. FRAME & VENT ASSEMBLY SCREWS 6145 PH 5M5 14A 98 X 3/8" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH 5M5 15 E207 AS RECD. 5071m1 RAIL SEAL - SERIFS 101 NEOPRENE ULTRAFAB 16 E203 AS RE/21). GLAZING BEAD BULB SANTOPRENE ULTRAFAB 16 623181 AS RECD. FIN SEAL W STRIPPING - ULTRAFAB 19 FY117 4/ VENT SASH GUIDE CELCON M*M PLASTICS 19A 98 X 3/5" 1/ GLADE SASH GUIDE INST. SCREW CRS OH SMS TYPE B 20 F210 2/VENT SASH BALANCE - SUPEfl800ST 07 BS 20A 98 X 5/8' 1/ BALANCE FINANCE INST. SCREW - P PH SUS 21 - AS RECD. GLASS SPACER SILICONE FRANK LOWE 22 - 1 5/18' BOX SCREEN - OPTIONAL 23 FY120 - FLUSH FRAME ADAPTER 8083 -18 OPTIONAL 104°9 1/4' MAX. 1/4" MAX. VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHM TYPICAL ANCHORS SEE ELEV. FOR.SPACING METH. STRUCTURE EXTERIOR •• ••• • • • 18Y • WOOD BUCKS v •• • • • ••• ••• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • 6 • • • •• •• 6* •• • • • • _ ••• • • • • ••• • • • • • • • • • • • • . ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing 110. W09 -08 sheet 4of 6 • . • • • • • • • • • • • • .. • • • • • • •• 9 • • • • • .. • 9 • • • .. • •... • • .... .• • • .. • • • • • •• • . •• •0•• • • • . 11 z s En 0 at CO o data 02 -12-09 (ante 1/2' a.b: MAW J revisions: ho data by deeCnption L E00 -GUARD SERIES -100 ALUM S.H. WOW. (LMJ), ECO WINDOW SYSTEMS, LLC. 745 WEST 18TH STREET HIALEAH, FL. 33010 TEL (305) 261 -2223 FAX (305) 261 -2539 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT t 1236 S.W. 87 AVE r MIAMI, FLORIDA 33174 C TEL (305) 2644100 FAX. (306) 2624978 \ 1 COMP -AN. \WOO- oaECO) • • 0 A • • • • • • • • • • 1 •• • • • •• • • • • • • • • • • •• •• • • •• • •••• • • • • • • • t •• •••• • • • • e• • • • • • • • •• • •• • • • • •••• • • • • • • •••• 8 S OI o c 9 o o ( try: Iv dote by descripGpfl (ECO -GUARD SERIES -100 AWL S.H. WDW. (LY2.) ECO WINDOW SYSTEMS. LLC. 745 WEST 18TH STREET HIALEAH, ft. 33010 TEL (305) 281 -2223 FAX (305) 261 -2539 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1236 B.W. 87 AVE MIAMI, FLORIDA 33174 TEL (306) 284.8100 FAX. (9C8) 26241978 a C COUP- ANL \W09- 08EC0] ECO Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 02/20/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of compliance, prepared by Al- Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. 2. No financial interest letter, prepared by Al- Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. .... • • • • •••• • • • .• • .• • • • • •. • • • • • • • • • • • • •••• • • . .. • • • • • • • •• •• •. • • • • . • • • • • • • Carl s M Utrera, P.E. Product Control Examiner NOA No. 09- 0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 E -2 • • • • • • • t MIAMI-DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Window Systems, LLC 745 West 18th Street Hialeah, FL 33010 MIAMI-DAD E COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER MIAMI, FLORIDA STREET, UTTE 33130-1563 (305) 375 -2901 FAX (305) 372 -6339 www.malmidade.eov/buildinucode SCOPE: governing the use of construction materials. This NOA is being issued under the applicable rules and regulations g The documentation submitted has been reviewed by Miami -Dade County Control Division wo a alloweptb by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas the Authority Having Jurisdiction (AEU). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Cognntrol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the ri to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the mamrfacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements oldie 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. Horizontal Rolling Window — L1Vi1. DESCRIPTION. "Eco -Guard Series -200' Alumina* Alumint APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco -Guard Series 200 Aluminum Horizo •Rom g Window (L.M.L) ", sheets 1 through 7 of 7, dated 02/24/2009, last revision #A dated 04/17/2005 prep by • Corp., signed & sealed by Arshad Vigar, P.E., bearing the Miami Dade County P•roau et 'Contr iappPoval • • Farooq �' daze b Miami -Dade County r4ct Control Division. stamp with the Notice of Acceptance number and approval y MISSILE IMPACT RATING: Large and Small Missile Impact • • • • • • . • �/,'� product Control Approved Shutters Or Pmteclicn Devices Ali Not ReQuirit • • LIMITATIONS: Miami- Dade • LABELING: Each unit shall bear a permanent label with the manufacturer's name or 444 city, stare: • following statement: "Miami Dade County Product Control Approved ", unless otherwise netoclherein. . RENEWAL of this NOA shall be considered after a renewal application has been filed 'and there halllgtr2o change in the applicable building code negatively affecting the performance of this prods • ' • TERMINATION of this NOA will occur after the expiration date if there e NOA endorsement of 4n the materials, use, and/or manufacture of the product or process. Misuse 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. Florida, and followed by ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, then y the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, it shall be done in its entirety. or its distributors INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactures and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. it/ ,// 7/9 • NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 Page 1 ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling Window (L.M.I.)' , sheets 1 through 7 of 7, dated 02/24/2009, last revision #A dated 04/17/2009 prepared by Al-Farooq Corp., signed & sealed by Arshad Vigar, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E„ • • • • • 4. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 • • • 2) Uniform Static Air Pressure Test, Loading per. T'4 .202-. j • .*.• 3) Water Resistance Test, per TAS 202 -94 . along with marked -up drawings and installation diagram of XOX ahvjiinurrmhorieontal • . sliding window, prepared by Hurricane Engineering & Testing, 1ii'c'',•Test Report No. • • HETI -08 2228A, dated 01/15/09, signed and sealed by CandidoF`. :F nt, P4 :. :. 5. Test reports on: I) Large Missile Impact Test, per TAS 201 -94 .. 2) Cyclic Wind Pressure Test, Loading per TA.203 -94 . • along with marked- up drawings and installation diagram ofXOJYajpinuna orizontal • sliding window, prepared by Hurricane Engineering & Testing, Mc., Test Rkppa 1Vo. • • SET7- 08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.•E. 6. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. • H y A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 E -1 ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 8. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Comparative analysis and Anchor verification calculations and structural analysis, complying with FBC- 2004/2007, sheets G -1 to G -2, CR -1 to CR -27, DC-1, TR -1 to TI?-5, ° Ca -1 to CA -26, GL-1 to GL-3, A -1 to A-4, R -1 to R -3, prepared by Al- Farooq Corporation, dated 03/02/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTME1300-02/04. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. •••• • . ..•. • • • • F. STATEMENTS • • • • • 1. Statement letter of conformance, dated April 28, 2009, signed ant,SP.cilJd by Ars4ad Vigar, P.E. •••• •• • • •••• • . • •• • E -2 • • .. .. • • • • • .. • • • • • • • • • . • • • • • • • • • • • • • • • • •• • • • • • • 4(2y A. Maker, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 .... • . .... • • . • • .. • .. • • • • .. • • • ▪ • .. . • • • • • • • .. • .... • .. • • • • .. • • .. .. • • • • . . • • • • • 0 • • • • • • .. • • 72" ECO —GUARD SERIES -20Q ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. MS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDIOCN INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • ••• » r • •, }! }�� _ • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • LOADS TO THE STRUCTURE. • • • ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. AMONORS • • • EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO IvfolS 0lTLt • . • •• • MATERIALS INCLUDING BUT NOT LIMITED TO SfEEI/MEAL SCREWS. THAT INT • 4LAS$ •TYPE '1 • • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE R� • • • • • • • OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. • • • • or • • • • • i,•lA!• OPTIONS 3 1/2" MAX. HEAD/SILL CORNERS r 0 WINDOW WIDTH 10 5/8" MAX CORMS 1 1 f: I — 1I 1_ = I I , :- = =41= -- - r i 11i1 , ,I / 3 1/2" MAX. MOON WIDTH 4• r �r CORNERS Ai li r>lii ...1L—.4= L:.I A 111 11 _x,____41_ FALSE �MpUpUSED N�TINpS� LSUfB'MA 31 1/4' 32 3/4" 0.L OPG. 35 3/8" D.L OPG. ECO —GUARD SERIES -20Q ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. MS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDIOCN INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • ••• » r • •, }! }�� _ • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • LOADS TO THE STRUCTURE. • • • ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. AMONORS • • • EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO IvfolS 0lTLt • . • •• • MATERIALS INCLUDING BUT NOT LIMITED TO SfEEI/MEAL SCREWS. THAT INT • 4LAS$ •TYPE '1 • • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE R� • • • • • • • OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. • • • • or • • • • • i,•lA!• OPTIONS 3 1/2" MAX. HEAD/SILL CORNERS r 0 WINDOW WIDTH 10 5/8" MAX CORMS 1 1 f: I — 1I 1_ = I I , :- = =41= -- - r i 11i1 , ,I / II II = 1= = == = 1 L 1 -ter=-- =- 1I , ,I FALSE MUMWS (SURFACE APPUED) MAY BE USED TYPICAL ELEVATION$ 1 /8' HEAT STREW!). GLASS .090" NTERMYER BUTACITE PVB BY 'DUPONT" 1 /8' HEAT SFREN'D. IXA55 1 1 1 32 3/4" D.L OPG. 38 7/9" VENT WIDTH 1/8" HEAT STREW!). GLASS .090" WTERBAYER SENTRYOI.AS PLUS BY 'DUPONT' 1/8" HEAT STREW!). D. GLASS SILICONE pp.. SILICONE DOW GO SCS 2000 F11 GE SCS • GLASS TYPE 'R' u 5 d A 3 IT " 9 J �4 r THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Env: AMMO MOM OIL FLA PE C.An. 33N83 APR B 4 2009 g 4 k drawing no. W09 -12 (sheet 1 of 7, ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (20, 08 08 IOT S1289) WINDOW 4B8S. A 11/0 REOIF. 81TH REH1F. mass ME A' 01688 TYPE '8' WIDTH HEIGHT EXT.( +) EXT.( +) INT( -) EXT.( +) NT( -) 26 -1/2" 9 4 70.0 BOA 80A 90.0 37' 28" 4 70.0 80.0 80A 90.0 53 -1/8" (3) 6 70.0 80.0 80.0 90.0 74' 8 8 708 80.0 90.0 90.0 26 -1/2" 12 4 70.0 80.0 80.0 90.0 37' 38 -3/8' 4 70.0 80.0 80.0 90.0 53 -1/6' (3) 8 70.0 800 80.0 80.0 74" 12 8 70A 80.0 800 90.0 28 -1/2• . 12 4 70.0 80.0 80.0 90.0 37" 50 -5/8' 4 70.0 800 80.0 90.0 53 -1/8" (4) 8 700 800 80.0 90.0 74" 12 8 700 80.0 80.0 90.0 28 -1/2" 9 4 70.0 80.0 80.0 800 37' 83' 4 68.9 77.5 80.0 90.0 53 -1/6' CO 8 70.0 no 80.0 90.0 74' 12 6 70.0 70.0 80.0 80.4 24' 9 4 70.0 80.0 80.0 90.0 38" 9 4 700 80.0 80.0 90.0 48' 12 8 70.0 80.0 800 90.0 60' (2) 8 700 800 80.0 90.0 72' 9 8 70.0 80.0 80.0 90.0 24' 9 4 70.0 80.0 80.0 90.0 38" 12 4 70.0 80.0 90.0 90.0 48') 12 8 70.0 80.0 800 90.0 60' 9 8 70.0 80.0 80.0 90.0 72' 9 8 70.0 80.0 80.0 90.0 24' 12 4 70.0 800 80.0 90.0 38' 12 4 700 80.0 810 90.0 48' 48' 6 700 80.0 80.0 90.0 80' (4i 8 700 80.0 80A 90.0 72" 8 70.0 80.0 WA 80.0 24' 4 70.0 BOA 80.0 80.0 36' 4 70.0 800 80.0 90.0 48" �) 8 70.0 700 80.0 90.0 80' 8 700 708 80.0 90.0 72' 8 70.0 70.0 80.0 87.6 A = NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB LEFT AND R83HT VENTS TO BE OF EQUAL CLASS DLO WIOTHS 'XO OR OX' . DESIGN LOAD CAPACITY - PS9' (XOX SIZES) WDNDOW 41M8. A B/0 REINF. 111TH REIN%. TYP9 'A' 61698 TYPE '9' WIDTH HEIGHT EXT.( +) INT.( -) EXT.(+) INT.( -) 74' 9 10.0 80.0 80A 90.0 108 -1/4' 28' ) 12 70.0 80.0 80.0 90.0 111" 12 70.0 80.0 80.0 80.0 74' 38 -3/8' 8 710 80.0 800 900 105 -1/4' (3) 12 700 800 80.0 80.0 111' 12 70.0 81.0 80.0 90.0 74' 50 -5 9 70.0 80.0 800 90.0 106 -1/4' /6. (4) 12 70.0 80.0 800 90.0 111' 83' . 12 700 80A 80.0 90.0 74° OD 9 70.0 700 90.0 90.0 108 -1/4' 63 12 70.0 70.0 800 82.6 111' 24' 12 70.0 70.0 80.0 80.4 72' (2) 9 70.0 80.0 80.0 90.0 84' 24' 9 710 80.0 80.0 80.0 96' (2) 12 740 80.0 80.0 90.0 108' 38" 12 700 80.0 80.0 90.0 72" (3) 9 70.0 80.0 80.0 900 84' 36' 9 70.0 800 80.0 00.0 86" (3) 12 70.0 80.0 80.0 80.0 108" 12 70.0 80.0 80.0 90.0 72" VO 9 70.0 80.0 80.0 90.0 84" 48" 9 70A 80.0 80.0 800 86' (4) 12 70.0 80.0 80.0 90.0 108' 12 70.0 80.0 80.0 900 72' 9 70.0 70.0 80.0 900 84' our 9 70.0 70.0 80.0 90.0 96" (5) 12 700 700 800 90.0 108' 12 700 70.0 80.0 87.8 A e NO. OF ANCHORS PER HEAD & SRL ( ) = N0. OF ANCHORS PER .1.1148 (1 /36) 4 1 (1/3w) (1/3*) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH •• ••• • • ;XOX'• • •• • • • •• ••• •.• ••• • • • • • • • • .• • • • • • •• • • • •• DESIGN TOAD CAPACITY - PSF (X0X 81288) WINDOW DIMS. (1/4`•) 41.1 4/0 BEINF. WITS 8EINF. MASS 9 T1PE Y' 01689 i" TYPE T WIDTH HEIGHT EXT.( +) INT.( -) EXT(+) IM.( -) 74' 8 70.0 80.0 800 90.0 108 -1/4" 28• (3) 12 70.0 80.0 810 80.0 111' 12 70.0 80A 80.0 90A 74' 38 -3 /6. 9 70.0 80.0 804 90.0 *06-1/4" (3) 12 - - 80,0 80.0 111" 12 - - 804 90.0 74' 50 -5/8' 9 70.0 800 80.0 90.0 (4) 74' 83' 9 70.0 • 70.0 80.0 90.0 OD 72" 9 70.0 80.0 80.0 900 84" 24' 9 70.0 800 80.0 90.0 98• (2) 12 70.0 800 804 90.0 109. 12 700 80.0 80.0 90.0 72" 9 70.0 80.0 800 90.0 84' 38" 9 70.0 800 80.0 800 98° (3) 12 70.0 80.0 80.0 90.0 108" - - 80.0 90.0 72" 9 70A 80.0 80.0 80.0 or 9 70.0 70.0 800 80.0 98' VO 12 70.0 710 80A BOA 72' 80" 9 70.0 700 80.0 90.0 (5) A - N0. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANCHORS PER JAJB (1 /4W) 4 (1/2W) 1 (1/4`•) 41.1 OPERATING VENTS TO 88 1/4 OF THE WINDOW WIDTH 'XOX' ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE OR :DHOWS OWS W I•TH ADD -ON RISER AT FRAME SILL 14 FOR STD. SILL (1443 Riste) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE •4 FOR OVA:. • • • • _ • • • =plat •CDH1a aylerl WAnemlunk m z 0 8 it 51 0 3 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 81300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 X33 APR 9 4 2009 5--. 1 4i droving no. W09 -12 .heat of 7 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1BY WOOD BUCK . "A . e TYPICAL ANCHORS SEE ELEV. ?OR SPACING STPolTSTRUCTURE E TYPICAL RS SEE ELEY. FOR FOR SPACING ra WAMI -DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA (1 TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES; W1 3/8° X 2 -1/4" WEEPHOLES AT EACH END AND 37° 0.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. • • • 1•• • • • • •• • • • k TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TY ICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITN' (F ..t20 K. Fy.92 KW) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIAL TEKS OR SELF DRILLING SCREW (GRADE s CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy o 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. ■ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY a 2 -1/2" MIN. INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE rc - 3000 PSI MIN. MASONRY f'm - 2000 PSI MIN. • �: AMINO KOMI CIVIL tax =a W1 TYPAL AttSti • • • SEE • • • •• •. •••• •••• • • • • • • •P •It •• i • • • R CK • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • APR 294 2009 sheet 3 of 7 T/4' MAIL we ROL SHIN TYPICAL ANCHORS SEE ELEV. FOR SPACNO TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TOY WOOD SUCKS XO LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING I /4' MAx. VENT WIDTH VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 00 W000 BUCKS =JAM" MWAI -DADE COUNTY PROVED AILLION SEEEE ARATTE S NOA SEE fl FOR ANCHORS ���1aa�*utdr iin Cade, • • • • • • • • • • • +wlueoar WlAI • • •. • • • • WIYDIX*WRSH • • • • • • APR 2 4 2049 drawing no. W09 -12 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • Cf1 r ,• �-- • • • • 1 • • !,,-.I1 !— ••• • . • • ••• •••' • • • • • • • • • • • • • +wlueoar WlAI • • •. • • • • WIYDIX*WRSH • • • • • • APR 2 4 2049 drawing no. W09 -12 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING • P • • • P •� P ••• ••• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • MWM -DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING •• ••• • • • • • •• • • • • • • • (NSTA • bLATION DETAILS WITH FLUSH FRAME ADAPTER •• ••• •• • • • •• RA PE U• N• DRIS APR 2 4 2009 u W N Z 0 2 4 $4g lip S U (sheet 5 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • •••• • • • • • • • • •• • •• • • • • • •• • • • 3 •••••• • • •• •••• • • • • • •• • •••• • • • •• • • • • • • •• •• .• • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • ••• • e • • • • • • a • • • • ••• • • • • • • • • • • • • • • 8• •• • • • •• •• ••• • • • ••• • • 1.087 3/18' t• ITEM PARE / QUANTITY DESCRIPTION MATERIAL NANF. /SUPPLSER/R®URKB u ♦ / I i ..., 2.750 1 FY2o1 1 FRAME HEAD 6083 -TS FY202 1 FRAME 501 6083-75 - .715 f l - 1.434 .563 1 11 O 0 a 4 i� a 1. i a a n i W1!2_ I a 3219 7 .813 { g R _"' -'431 .500 `3�1 } 1 �r/ I �EI%'�/� ! 3 FY'LO3 1 9Ll TRACK INSERT �83-TB - -- -``- 0 VENT sea f Fno5 AS REGD. Mil. ERIWE JAM 8083 -T8 `' 1.718 5 Frtoi AS FOOD. FIXED FtiMff JAMB 6063 -16 to u STEEL REINFORCING 8 Fr104 y FIXED MTG. RAIL 6063 -T8 1.140-J TOP/BOTTOM RAIL 7 FY109 y VENT INTERLOCK 6083 -16 - 8 F11206 1/ VENT JAMB STILE 6083 -T8 9 FY107 TOP AND BOTTOM RAIL 8063 -T6 - 10 FY108 AS RECD. MAMA BEAD 8083 -T6 - 2.095 ,'�0 .SIB F- .719 L_ 11 - AS 8000. REINFORCING BAR STEEL - Ut 1.1401.810 FRAME -� HEAD 12 as REaa REINFORCING BAR STEEL 043 ,gp} 13 FY204 AS 811000. AW -ON SILL RISER 6063 -TB USE AS 8000. 14 FY208 4/ VENT ROLLER MOUSING & GUIDE CEICON 1.140 7� O .�2 2.246 I 1/1��� 15 FY209 2/ VENT ROLLER BRASS 1.1401.810 2.501 .500 -�V 1.047 tG GLAZING BEAD 16 F7210 2/ VENT ROLLER WA 5T. STEEL, - 17 08 X 1- AS RECD. FRIWE/IIENT ASSEMBLY SCREWS CRS P.H. SUS = 16 9a X 3' 2/. PENT FIX. RAIL SILL SCREWS (SILL END) CRS PJt. SAS a. g 1 Q g ECO WINDOW SYSTEMS. LLC. 745 WEST 18TH STREET HALEAH. FL. 33010 TEL. (305) 261 -2223 FAX (305) 261 -2539 1.344 JAMB STILE 19 W23181 AS RECD. FIN SEAL 7 /STRIPPING - ULTRAFAB .813 20 0300T190 AS RECD. BULB SEAL 0 -LON SCHLEGEL 21 0207 AS RECD. BULB SEAL SANTOPRENE ULTRAFAB 3278 .078 1.058 22 7203 AS RE00. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 2.083 1.250 23 - AS REQD. GLASS SPACER 50.ICONE FRANK LOWS 24 91203P 2/ VENT SWEEP LATCH - SULUVAN & ASSOC. 25 /8 X 1/8' 2/ LAT011 LATCH INST. SCREW ST. STEEL OH SUS 1.140 RAIL 1.340 28 WAX 2/ WM. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - t/ VENT 5/18' BOX SCREEN - OPTIONAI. 28 FY120 FLUSH FRAME ADAPTER 8083-18 OPTIONAL Qi MEETING .344 1 e . .... owls Olds 0 1 a r . YlYf:iITIT: •.. i *.. ;ILLId9q / .`' , lko ••• • • • • • •• • • O FRAME 2.750 SILL a.tea --y ,- ££ p$ Q $ 3RS E , 1.314 4.312 ' 4.422 1' 082 .3 40 .082 O 511 TRACK © 1.379 FIXED 1170. RAIL j, .500 -�{ �� 1 u 2.812 2.75! •• • • • 2.750 -1.187 i .062 L 2.812 � �. < S i 1 �. h a k -5 • • •ill • •1� • • • • • • • w • • • • • • 2004 • E'=t1 weaned wen 3 RA. PE woos CA.N. 3376 JA APR 2 4 _ .082 ' -mil • _ C,� ri .76••• • • • e • • ® FIXED �• ..969 • .- 1.686, -+i • • FRAME 44486 © MOV. .874 1.687 FRAME II JAMB drawing no. wog -12 • • • • ae • • • • 1 • • • • FLLISt FRAME•ADAPTER attest 6 of 7 ) ••• • • • • ••• • e • • • • • • a • • • • ••• • • • • • • • • • • • • • • 8• •• • • • •• •• ••• • • • ••• • • VENT TOP/BOTTOM CORNERS • ••• • • • • • • • •• ••• •• • • • •• FRAME BOTTOM CORNER ••• ••• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FIXED MTC. RAIL CORD • • • • • r F o •spMof ti+ • y, . •Y� " .., Env: MOWN vtWR CIAN. APR 24 2009 V' 14 z 1 fi t s •, drawing no. W09 -12 (Meet 7 of 7 ) ••• • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Poma Corporation 9040 Belvedere Road West Palm Beach, FL 33411 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.miamidade.Sov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -537, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 4 of 4, prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 dated December 06, 2006, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 01- 0410.10 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 06-0823.06 Expiration Date: 08/16/2011 Approval Date: 03/22/2007 Page 1 1 0. r 1.453' `GR�ADJI/ICOT MARKING 11.807 °1 r555 11.807 ", 1200" COVERAGE (OPTIONAL LOCATION) 1 455" re 14.927" OSTORM PANEL SCALE s 3" . 1' -0° 5 6.00" COVERAGE 7.463" 1455i: yo 18 HALF PANEL SCALE t 3" . 1' -0" ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING GENERAL EIM6 WITH THE PROVIIgSION APPROVAL FOR THE ISSUANCE ASNOTICE SHUTTER SYSTEM (NOM 13Y B ZONE IHVHZ) OF THE FLORIDACBUILDING CODE DIVISION FOR 2005 SUPPLE HURRICANE 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd o 1.6 WAS USED FOR WOOD SCREW DD�ESIGN. p 3. WINO THESE VELOCITY. RNWIND LOAD CALCULATIONS IN RANC W AND GOVERNING 7 -02 A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY A LICENSED CONTRACTOR UCTE OETEEE , CORCF RER L 7NE pDIEoE CONDITIONS DSNOT V ATNNHM OR MA A FROM THE SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. DOCUMENTS. g & BUIILDINpGgOpFFICIACONDITIONS CTONpE DEVIATE THE FO THESE APPROVAL DOCUMENTS, 711E A) ANDNppD��JUSTIIFFY THE AE ENGINEER D D REGISTERED SS ALLD80 SUBMITTEEDD TTOTTHE PRODUCT ENGINEER RREVIEW AS A COCNDITION TOO THE BUILDING OFFICIAL 8) SECURED THAT THONE.-TIME IMI -DADS SITE SPECIFIC CONTROL DIVISION R AND WHEN E ARESITE ry NLY OPTION" 8 SHHyALL BE ACCEPTED BY HIGH BUILDING HURRICANE 9. MINIMUM OF ONE MARKINGPEREPAINEL AND SHALL. BE PERMANNEENPT PANEL ABELED AS FOLLOWS: PORIA CORPORATION WEST PALM 05ACN,, FLORIDA STORM MIMU.D *ADS COUNTY FRODUCT CONTROL APPROVED 10. (WITH F 213 PANELS P.S.I. MIIN.) ALL4EXTRUSIONS SHALL BE 6063-76 ALUMINUM ALLOY, SILO... p TO 11. S,TTTAINLBESSNSTEpEL. OR GALVANIZED STTEEL WITH A 33 ALUMINUM ALLOY, MIINIMUM SERIES I 12. DICTAgTEE. PANNELSS MpAgY}�BBE MOUNTED HHOERRIZONTALLY WHERE APPLLICABLETTITIONS 13. TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY AALNLTDIMENSIONS AT THE J08 SITE BEFORE COMMENCING WITH THE WORK. tt178" =.275" 1.660; .080" 7, .097= ALT. LEG 2.000" DIRECT ON 'E' TRACK SCALE s 3" - 1' -0" "h" HEADER SCALE 3" - 1*-0" 'U' HEADER SCALE : 3" . P -0" 660" •485 ". .645" .8433"" 41.940 "4 O F' REV. ' ANGLE SCALE . 3" x 1*-0" 'F' TRACK SCALE 33 " =1' -0" WIDTH UNLIMITED j(PERP. TO PANEL SPAN) SECTION TOP MOUNT PLAN VIEW IfYP O TYPICAL ELEVATION -0 ALT. STUD DIRECTION 0 lV SCREW SACOIINE % 6" OR 12" O.C. 1" .9 0" .520° .313" \`. TOP &BOTTOM /' - «- ./• BOTTOM MOUNT 625'0 125" TYP. 4.00" MAX. 1 OSTUDDED ANGLE (1 ANGLE SCALE : 3" . 1' -0" `J/ SCALE 3" = 1' -0" .060" `w .275 "0 ZAMAC ALLOY WASHERED WINGNUT 090" THICK g 'KEYHOLE" WASHER O SCALE HALF SIZE SCALE i 3" . 1' -0" 3003 -1114 ALUMINUM ALLOY FASTENER % 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND @I 9" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEO. FOR ANY ACCEPTABLE ANCHOR) STRUCTURE 1- 1/4" MAX. O 1/2" OVERLAP ALUM. 2° ANGLE MIN. TOE PIECE 2" x 5" x .125" MAX. TYPICAL. PLAN VIEWS SCALES 1 -1/2' . 1' -0° o ALUM. ANGLE CLOSURE PIECE) 1" x 2" x .055" MIN. TO 2" x 5" x .055" MAX. FASTENER 12" O.C. POR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND 611 9" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.P. ISEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) D UC /IRE ammo. 4aVISED 0oomplying vie the 05in( 1lxx lvoo6 Ae"g - • : Z .00 Mac • ;T/11,4' • 11 °t" 12106/2006 AAS NOIWJI�'O NTl mrye 06-537 sheet 1 of 41 12/05/06 11:25 EMBED. ITYP ) HyE,rXLLTINpO CTOQENCTIi TE. TOP 6 BOTTUCKM REFERENCE ANTHO CHOR SCHEDULE FOR MAX. SPACING SEE GLASS SCHEDULE EFER ENCE ANCHOR SCHEDULE FOR MAX. SPACING OcONT. ANGLE TO WALL DETAIL RErWr R SCHEDULE FOR OR MAX. MA SPACING E OSTIMG941m. O •7�P 0 80 T �M WO 05 DOO 1/4" MAX. 1- 0 J 0.4 X a £ Q8 WITH 1/4 -20 x 5/8" NNffAACHIIARE BOLT (0112' O.C. MAX. PANTO ANGLE DETAIL OWALL MOUNT SECTION SCALE : 3" v 1• -0" EMBED. 1pT I�IEC� DIRECTIQN �5jtrIN Igfi UTGLT TOP &O.TTTi yOIP•I ONT. TYP. TOP & BOTTOM / -WITH THE 2' LEG INSTALLED HORIZONTAL AS SHOWN 0. 0. X 4 £ REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SCI E OR MAX. SPACING . SIDE CLOSURE REQ•D. (SEE PLAN VIEW) BUILD-OUT MOUNT SECTION © SCALE a 3"v T -0" ca& B WITH 1/4 -20 x 5/8" CH1NE BOLT @ 12" O.C. MAX. us 0. 1 V N Z E tC 0 N REFSE R NCE ANCHOR awracgotcnn SCHEDULE FOR MAX. SPACING DGE DIST EO HOLLOW BOAOM YUP. 1/4" MAX SEE GLASS SCHEDULE GLASS OR DOOR °CONT. iV I ego SPACING AX. SPACING EDGE DIST. ©CEILING/INSIDE MOUNT SECTION SCALE : 3" v 1' -0" ITYP 1 SCHEDULE E FOR MAX. INF SPACING SEE GLASS SCHEDULE W in ((7� 8 8 WITH 1/4 -20 x 5/8" 1 CH�E BOLT CO 12" 0.C. MAX. OR 000R & WITH 1/4 -20 x 5/8" CH E BOLT eo 12" 0.C. MAX. USE01/4 20 S 0 TRUSS HEAD BOLTS W/ KEYHOLD WASHER. ENGAGE BOLT HEAD IN NARROW PORTION RR�OFF KEYHOLE WASSHHpEER. S[tR E FOpR MAX. SPACING WAIL MOUNT SECTION (DIRECT MOUNT) OSCALE a 3" a T -0" A80+xesPRO oeGOUaI T Ca e ce / 0I0 R Ew iAEV I5 • a EI 34 Daft - 711117k O') 0° 12/06/2006 Ell r 06-5-37 sheet2 of 4 Poma Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01- 0410.10 A. DRAWINGS 1. Drawing No. 00 -408, titled "0.050" Aluminum Storm Panel", prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E., dated March 30, 2001, last revision #2 dated August 13, 2001, sheets 1 through 4 of 4. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure test Loading, per PA 202 -94; 2) Large Missile Impact Test, per PA 201 -94, and 3) Cyclic Loading Wind Pressure Test, per PA 203 -94 of aluminum storm panels, prepared by Construction Testing Corporation, Report No. 01 -005, dated 02/24/2001, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Comparative analysis and anchor calculation, titled 0.050 "Aluminum Alloy Storm Panels, dated March 30, 2001, pages 1 through 31 and anchor manufacturers appendix, prepared by Knezevich and Associates Inc., signed and sealed by Y.J. Knezevich, P.E. 2. Comparative analysis, dated July 16, 2001, 3 pages, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Invoice #167143 B, dated 08/18/00 for Aluminum Alloy 5052 -H32 by Commonwealth Aluminum. 2. Certified Tensile Test Report No. CTL #0296G, issued by Certified Testing Laboratories dated 03/13/01 for Aluminum sample CTC-01 -005, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 06 -537, titled " 0.050" Aluminum Storm Panel", sheets 1 through 4 of 4, prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 dated December 06, 2006, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. None. E -1 im Y A. Makar, P.E. M.S. Product Control Examiner NOA No. 06- 0823.06 Expiration Date: 08/16/2011 Approval Date: 03/22/2007 Poma Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Revised Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated December 05, 2006, pages 1 through 15 of 15, prepared by Thornton Tomasetti, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 A,g,‘,-, elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 06- 0823.06 Expiration Date: 08/16/2011 Approval Date: 03/22/2007 MINIMUM STORM PANEL SEPARATION FROM GLASS (IN)* POSITIVE DESIGN LOAD L (PSFI ACTUAL SPAN IL) IFT - NI MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 1 -7/8 10 - 8 4 -1/4 2 -3/4 40.0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 2 -1/8 10 - 6 4 -1/4 3 -1/8 50.0 3 - 6 3 -1/2 1 -5/16 B - 8 3 -1/2 2 -3/8 9 - 11 4 -1/4 3 -1/8 60.0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 2 -9/16 9 - 6 4 -1/4 3 -1 /8 70.0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 2 -3/4 9 - 0 4 -1/4 3 80.0 3 - 6 3 -1/2 1 -5/16 6 - 6 3 -1/2 1 -13/16 8 - 2 3 -1/2 2 -5/8 90.0 3 - 6 3 -1/2 1 -5/16 5 - 6 3 -1/2 1 -9/16 7 - 3 3 -1/2 2 -3/16 100.0 3 - 6 3 -1/2 1 -5/16 6 - 7 3 -1/2 2 110.0 3 - 6 3 -1/2 1 -5/16 5 - 11 3 -1/2 1 -3/4 * SEE TABLES 11 2 NOTE NUMBER 3 TABLES 1 2. 2 NOTPS. 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN (Lmax). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION PROM GLASS. T A B L E 1 MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE NEG. DESIGN LOAD IPSF) Lmax. IFT - IN) 30.0 10 -8 35.0 10 -8 40.0 10 -4 45.0 10 -0 48.0 9 -10 50.0 9 -9 55.0 9 -6 60.0 9 -4 62.0 9 -3 65.0 9 -1 67.0 9 -1 70.0 8 -11 72.0 8 -10 75.0 8 -8 80.0 8 -2 90.0 7 -3 100.0 6 -7 110.0 5 -11 115.0 5 -8 120.0 5 -5 130.0 5 -0 140.0 4 -8 150.0 4 -4 160.0 4 -1 170.0 3 -10 180.0 3 -7 190.0 3 -5 200.0 3 -3 PRODUCCREVLSE0 0W 47EG 1.4a C•fadEB Arscata= Ns Ex 100 Date 1 0 V.J K1152c''VICh CV 043 EMIR ucimmu d 2/06/2006 ''''NOTED) flwam 10CI � m 06 -537 [sheet 4 of 4 72/05/06 77:27 N 8 0 2 8 1 5 4 d ANCHOR SCHEDULE FASTENER MAXIMUM SPACING ( INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 0 1.. yj ANCHOR TYPE LOAD (W) P.S.F. MAX MIN. 2• EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO ( NONE 1 SPANS UP TO (SEE NOTE 1 SPANS UP TO 10' -8" (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO 10' -8" (SEE NOTE 1) (SEE 801E 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONCRETE 3..,,,,k,,,,,,\,,,,,,‘,,,,,,,_ N.T �TT N 1(-4374L TW NO 48.0 - 12 12 12 12 12 12 12 12 11 11 12 12 12 8 8 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 63.0 12 12 12 12 12 12 12 12 8 8 12 9 12 7 6 12 12 12 12 12 12 12 12 10 10 12 10 12 8 8 _72.0 12 12 12 11 11 12 10 12 7 7 12 9 12 7 6 12 12 12 12 12 12 11 12 8 8 12 10 12 8 8 98.0 12 12 12 8 8 12 9 12 7 6 12 9 12 7 6 12 12 12 10 10 12 10 12 8 E 12 10 12 8 8 . ,._sg 200.0 12 9 12 7 6 12 9 12 7 6 12 9 12 7 6 12 10 12 8 8 12 10 12 8 8 12 10 12 8 8 # E, :0,,i,s8O1n1o1111w., IIIIII111111IRIIWZ, o L •P �'i5f" TE• 4_2 d •_.1y,�a ,- -EW �, ,� I „11,. 3_1; 1„ ` * wat"■il 48.0 Ii � /� /� /Amy" 7 EMInuuUUHl� 1{Ij412 .• ..,1--, -,; s UA `` 63.0 461,��/p 12 12 10 "d ���/yp" 9 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 63.0 � � /�////�y��i 5 7 5 r /�i 98.0 � /��I: 12 6 �//// 11 5 12 12 12 12 12 12 12 12 10 10 12 9 12 8 8 72.0 98.0 200.0 48.0 % ai� Ar3102/ 12 % // 12 /i 12 / ///No / M9r 12 / /uiu 12 A" 12 % 12 / /%% 407 12 ,r ® 12 Am�//a A 12 % % / 07/'// 12 ✓ /// 10 12 12 12 12 12 12 10 12 8 8 12 9 12 8 8 12 12 12 10 10 12 9 12 8 8 12 9 12 8 8 12 9 12 8 8 12 9 12 8 8 12 9 12 8 8 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 63.0 12 12 12 12 12 12 11 12 B 9 12 10 7 7 12 12 12 12 12 12 12 12 12 12 12 9 12 10 10 44.0 T_ , •• �0 #'Y` ptlRN2.000 PA1 ••, amE) 72.0 12 12 12 12 12 12 8 12 8 12 10 7 7 12 12 12 12 12 12 10 12 10 10 12 9 12 10 10 98.0 12 12 12 9 9 12 7 10 7 12 10 7 7 12 12 12 12 12 12 9 12 10 10 12 9 12 10 10 200.0 12 7 10 7 7 12 7 10 7 12 10 7 7 12 9 12 10 10 12 9 12 10 10 12 9 12 10 10 4, V llIMINNisisnmN5H11ip}j, 1/4'61Ty TppCpN y��q 1 -1/4' NON. EMBEpIA 48.0 12 12 12 8 8 9 9 9 5 7 7 4 4 12 12 12 10 10 11 11 11 6 6 9 6 9 5 5 63.0 11 11 11 6 6 7 4 7 4 6 d 4 3 3 12 12 12 7 7 8 5 8 4_ 4 7 3 4 4 4 _ 72.0 10 10 10 5 5 6 3 4 3 6 4 3 3 11 11 11 6 6 7 3 5 4 4 7 3 4 4 4 98.0 7 4 7 1- 4. 4 6 ' 4 3 6 fa 4 3 3 1 8 5 8 4 4 7 3 4 4 4 7 3 4 4 4 6 4 3 3 6a. 4 3 6 6 3 3 7 3 4 4 6 7 3 4 6 4 7 3 4 6 4 #?n45'a:711111WOU11t >. #Li.1111111111R111'.E. 1471' T h' -• W 4--2r •. i`"3' N.'- ' 480 63.0 ��� ze- . . /���Areaway" ,ay��ir /��� ,ir / //V 12 12 12 12 12 12 11 8 11 8 12 11 12 7 12 11 7 5 7 5 12 8 12 5 5 9 4 6 4 4 72.0 /r ///////III��/d�%/7309///// �/y�i•���/o�� 12 12 12 7 7 10 5 7 4 4 9 4 6 4 4 98.0 /r / / / / / / //� �/� drAir / /// 11 7 11 5 5 9 4 6 4 4 9 4 6 4 4 200.0 ,e4. 12 12 12 �A� 12 / /�r 12 12 / 12 /dr,o2 12 8 8 12 T602467, 12 12 6 6 9 4 6 4 4 9 4 6 4 4 9 4 6 4 4 CC # `' -6. N IN,Tmr� s 1/4- TEEI. 48.0 12 12 12 12 12 12 12 12 11 11 12 12 12 9 9 63.0 12 12 12 10 10 12 9 12 6 6 12 6 8 5 5 12 12 12 12 12 12 11 12 B 8 12 6 9 7 7 72.0 12 12 12 8 8 12 7 10 5 5 12 6 8 5 5 12 12 12 11 11 12 7 11 7 7 12 6 9 7 7 98.0 12 10 12 6 6 12 6 8 5 5 12 6 8 5 5 12 11 12 8 8 12 6 9 7 7 12 6 9 7 7 2 0 0 . 0 1 2 6 8 5 5 1 2 6 8 5 5 1 2 6 1 3 5 5 1 2 6 9 7 7 1 2 6 9 7 7 1 2 6 9 7 7 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUBMD FOR VARIOUS DESIGN LOADS AND SPANS GGG�G ANCHOR TYPE LOAD (WI P.S.P. MAX. (SEE ROTE 1) MIN. 3/4 EDGE DLSTANCE SPANS UP TO S' -6' NOTE 1 SPANS UP TO 8' -8" (SEE NOTE 1 SPANS UP TO 10. -8" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE 0 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 0 CONNECTION C1 (SEE C2 C3 TYPE PATEN C4 C5 WOOD y 48.0 12 12 12 12 12 12 12 12 10 10 12 12 12 8 8 -1 63.0 12 12 12 12 12 12 12 12 7 7 12 12 12 6 6 P / "Sr' q:• {.i 14§ 72.0 12 12 12 10 10 12 12 12 6 6 12 12 12 6 6 96.0 12 12 12 7 7 12 12 12 6 6 12 12 12 6 6 200.0 12 12 12 6 6 12 12 12 6 6 12 12 12 6 6 2• 818. 48.0 12 12 12 12 12 12 12 12 7 7 12 12 12 6 6 l 63.0 12 12 12 9 9 12 12 12 5 5 12 12 12 4 4 11/4Q - vg., t _ •;l• �r 72.0 12 12 12 8 8 12 12 12 5 5 12 12 12 4 4 98.0 12 12 12 6 6 12 12 12 4 4 12 12 12 4 4 200.0 12 12 12 4 4 12 12 12 4 4 12 12 12 4 4 # 48.0 12 12 12 12 12 12 12 12 8 8 12 11 12 7 7 EMInuuUUHl� 1{Ij412 .• ..,1--, -,; s UA `` 63.0 12 12 12 10 10 12 9 12 6 6 11 5 7 5 5 72.0 12 12 12 9 9 12 6 9 5 5 11 5 7 5 5 98.0 12 9 12 6 6 11 5 7 5 5 11 5 7 5 5 200.0 11 5 7 5 5 11 5 7 5 5 11 5 7 5 5 ANCIOR NOIESi ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUANCHOR T E LIMITED TO THOSE SHOWN BETTABLE 1. 2. N G DISTANCE. O�(EC DESIGN ApDD SEL T MauA oETIyg DE DESIGN 0UTTTERR AND SPA N E THAN OR SPAN. 3. gSEE gMOUNCTIING SECTION DETAILSNP019 IDENTIFICATION OF CONNECTTION TYPE. 4. TYPE pROF EXIST H STRUCTURE. CDLE FRNIR PROPER ANCHOR TYPEOBASEDION 5. RECOMMENDATIONS. HORS SHALL E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' E. MINIMUM AND EEDGE DISTANCE EXCLUDES WAALL FINISH OR 7. SHALL EXISTING CA CABLES PRIOR ITO ANCHORING AND COORDINATE ATCHORAGGEE SSSUUCCH THAT pCABLES ARE NOT IS DAMAGED. 8. R CONDITIONS B MEMBERS NOWT RLLY H STRUCTURE ASTENERS TO PLYWOOD WOOD FRAMING WOOD FR 0 ING FOR SIDE 1CLOSURE PIECES. OF 9 gBSSHHALL BET LAG CNE SCREW 18 E LATER OF NARROW INAL 2FRAMI PIN.) WOOD HALL BE "S UTHERN IS HEAD OR HEGREATER E DENSITY. LAG SCREWS SHALL 10. IN WAFER B EAO OR ANDIKA9 LT), E EI ER A PANHEAD. TRUSS HEAD, OR 11. IN BASE DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 12. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PROT2UCi'REVISY.0 MIN. 2x ANCHOR DIAMETER as caelpisias wish the Etasid3 MAX. 1/2 ANCHOR SPACING SPACING PER SPACING PER Baidpt ,,N ' Z" A�tacseNo e. - • 1 ITeaea Dm • ' tifir! Il ANCHOR SCHEDULE ANCHOR SCHEDULE FICEIMINFIC) ALUMINUM EXTRUSIO ANCHOR FROM SCHED., TYP. 0 O - o Hit wt ENV- 0. ati V.) K nez Nike=A ch 0931 Ogri �fl♦u♦11II D�IIIIIII cumin d 12/06/2006 raft C. 06 537 sheet 3 of 4 MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - wlwo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Ilevises are required for the f MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingeode Sidelites. 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 �yl' this�_I p i 94 be, =-= „c° emd,, a renewal lication has been fil . r and here has be ma �� no change in the applicable building code negatively affecting t e pe ormance o s pro 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. Ifny portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages E- land E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Page 1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS'' 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11 /01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 11/11/2001, signed and • .y R. leesh Patel, P.E. (Submitted under NOA# 02- 1211.18) - E -1 Jaime D. anon, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Jeld -Wen, Inc. (OR) • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I.", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami-Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. Jaime D. Gasi!on, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E -2 GENERAL NOTES 1. THIS PRODUCT 15 DESIGNED TO COMPLY 119TH THE CURRENT FLORIDA BUILDII G CODE AND HIGH YEI.00TY HURRICANE ZONE "i441Z" REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION AWNINGS. ANCHOR EMBEDMENT TO BASE MATERL4 SHALL BE BEYOND WALL SIG OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESICNI PRESSURE RAtNGS. 5. DOS PRODUCT 1g THE WATER REQUIREMENTS FOR 'IPA2' ZONES. SEE THE DESIGN PRSSURE CHART BELOW. 6. DOORS ARE IMPACTED AND DO NOT REQUIRE ML4MI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MLA M -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES 8. SIDBJTES ARE AN OPTION AND CAN BE USED N A SINGLE OR DOUBLE CONRGURADON. RESIT/ BM& ROULATED STEEL 000 ft (Common N all frame amttr ( COM'ONENTCONSTRUCTIONS: Face sheets; 24 go. (0.020" minimum thickness, Galvor1ei Steel A -525 commsrdal quality - AKDQ per ASIM 620 with overage minimum yield strength Fy(ove.)m24,600 psi. pealed= Expanded polystyrene with 1.0 to 1.25 ibs. /c( duty, by JF10 -WEN, INC. Door Pans) Conetnecton: The active and Inactive panels are constructed from 240A. (0.020' min.) galvanized steel. The face sheet tops and bottoms are bent 9V car the top and bottom robs. The top LVL rail meoswee 1.67' wide x 1. 042` high. The steel bottom rap Is roll toned 0.021' galvanized steel measuring 1.67' wide x 1.21' high. The eldee of the face street are roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which rr)easure 1.67' x 1.0' The irnterior cavity Is flied with poiystyrene. The face sheets are glued to the pobstyrene. PrBd t8e Corret The sash is constructed from 24GA (0.020' min.) galvanized sheet The edges of the face sheet are beat over the core and glued to it The skdelte panels are routed to receive the LTe Frame or the optional Trinity Light Frames. (See street 7 for glazing deta1 .) The Ile frames are sealed w/ QSD glazing compound on the From Construction; Dze frames are constnuctted from Ponderer Pine Jambs messurlrg 1.25' idex 4.5625' deep. The door and oldeAta head jambs are mortised and Mutt joined to the side jambs and attached with (3) 160.A. 2' x 7/16' crown wire staple. The urdts use a standard bump fare Perdm threshold measwng 4.041' deep x 1.0' high. lire threshold Is att ched to the frame with (3) 16td 2' x 7/16° crown wire wee. TABLEOF00W11JTS SIB GENERAL NO 2 AND TYPICAL ELEEUADONS VERTICAL h'' x SECTIONS AND BILL OF MAIERIALS 3 HORIZONTAL CROSS SECTIONS 4 5 HORIZONTAL CROSS SECTION AND NOTES AHCHORNG Ef&AM AND DETAILS 6 7 ANCHORING LOATiRIS AND DETAIS GLAZING DETAILS 8 UHT COL4POh'ENIS 74.5° MAX. OA FRAME 670171 --- .875° TM .125' 36.625° MAX. 0A PANEL WIDTH 6 /ASTRAGAL 80° MAX. 0A PANEL HEIGHT 81.25' MAX MIZE HElOM 0.625' DOUBLE OUiSWNG IMPACT UNIT (X7 37.75' MAIL 0A W9E6 D FROM EXTERIOR 1 r FRAME WiDiH 875' TIP. 36° MAX. OA PANEL WIDTH 80' MAX OA HEIGHT 81.25' MAX 0A FRAME KIK 0.625' 0 ®® v 0 DO $TINGLE OUTSIWNG IMPACT UNIT (X) TABLE 1: 80' MAX A0A EIT 8125' MAX. OA FRAME HEIGHft -- 70.25' MAX. 0A FRAME 1170171 .75' 75' MUl4 IYP. BAR TM. 36° MAX 0.4, PANEL WIDTH 80" MAX. OA PANEL EIGHT 8125° MAX. 0A FRAME HEIGHT .875° IYP. .675' 15.5° MAX. OA SIDELRE FRAME WIDTH 14° MAX. 0A PANEL WIDTH 6" MAX. 0.4 D.LO. WIDTH 63. 25° MAX. OA D.LO. HEIGHT ANGLE OUISW7NG IMPACT id 1, ,t3 HS. 22h,, i417 :1t: 107' MAX. OA FRAME WIDTH .125' 75° MULL 36,625' MAX. OA' PANEL I - 36 MAX 0A G PANEL WIDiHH ig ACTNE v 0 0 0 0.75° DE1 PRESSURE RATING-n6AE MATER JIMTDN RUMOR 6 IFEde SNOW DOOR MN (l6 04 X$ 0X0) W/65 99-58C1 S EM +66.67 gel -70 psi DOME 000 UMT (IDL 0/2, 00, 01610) W/AD 6:011- 80'�lr.T 0111E +57 pot -57 psf 0.625° FItarTXTREVISED os vwldyiss MI is noride daJa:ng Code Iivlaiaa 1 15 5' MAX. OA SIDRJIE FRAME WIDTH 14° MAX. 0A PANEL WIDTH 6'MAX OA D.LO. WIDTH 63.125' MAX OA DLO. HEIGHT DOU E 01?r6(NG IMPACT LINT (OXXO) W/ NON- IMPACT SHIMMELEIMMXIIERAR uk(os Edo S. Paeieen Flodde 41323 P. No. 1535 n m� �55 RRaad, Florida rape Ihrtlikali of Mthertrailoa 10. 76am 0 8 W Prepared By: Li PTC, LLC Phone: 321-690-1788 Fax: 321 -690 -1789 True: 9- 1-0 scat N.T.S. DWO BY: JWJ coax Bra S. SAFFELL owe NO. 5 -2104 SHEET 1 OF 8 11 1.50" MIN. 0.25' EMB. MAX. SHIM CONCRETE/ MASONRY BY OTHERS EE DETAIL ON SHEET 5 81.25" MAX O.A. FRAME HEIGHT 1.75. MIN PANEL INK 80.0" MAX. O.A. PANEL HEIGHT SEE NOTE 9 ON SW. 4 1.34" - MIN. EMS. .825" 1.75 .5fr milid CONCRETE/ E °sr, MASONRY BY OTHERS ArA WITH HIGH OAM THRESHOLD 1.50" MIN. O.25 . E a MAX SHIM p7 , ON SHEET 5 EE DETAIL 7..") CONCRETE/ MASONRY BY OTHERS SEE NOTE 6 ON SHT. 4 SEE NOTE 3 ON SHT. 4 1.7sx MIN. PANEL THK. SEE NOTE 2 ON SHT. 4 0.125" MIN. GLASS THK. 81.25" MAX. ' SEE GLAZING O.A. FRAME SHEET 7 HECHT: SEE NOTE 2 ON SHT. 4 SEE NOTE ON SHT. 4 SEE NOTE 8 ON SHT. 4 SEE DETAIL 7 ON SHEET 5 80.0" MAX. OA. PANEL HEIGHT SEE NOTE 3 ON S 4 1.251 MIN. EMIL, (k=\. VERTICAL CROSS SECTION W AT SIDEUTE ASH son 114%1 MIN. EDGE DIST. CONCRETE/ MASONRY BY OTHERS H. ' A L , : 4 1 ' ,,. W.. MI I WI a tali ZraigiAlE Mr(1- Pal 10 illrfilAn IFII .15:4117,91( ifgArETITIgilreE407-312Ti 111777Na WIIR2.LEPOW.71311Ea?- JOIri42-'03 010741017411111.11111111 IMMIETAITglr"ItiTrialrielaiiiiIMIIIIF7,741111111 IFIllrintliriiiril7111FM177737) 111111-inlill 113111M111L717,7;14,,,g;TigliNiit! •Xiia 111111Mill "Irzlif II 1M, Ilk till.t3i 1 S' . .1 Is .N0 _ LIVIIMI IIIIMAIZILTAIlallEIEWEriLliraroV 111111:iii11111 ffilE71- 7117.1111111111107111111 DOOR IL! 1.1 zworwarEjlerlj71/11.11/1 amirmaai1tito-lr1 5 UN lalfE to 1.23 PYLT/E4MAlitratrall•10.11111 P NDROSA PINE EMI 1117711!...:1 • Nrzigmi H NOT USED ;IA rarririraarntimuni IFAIICERAIEVIMIELAIENE.Ikitalta011111111111111111111iii7111 TErligYiiiitIgqiill WPM! r AD:OPT, 9 ,11111Fii7M F r arnir, d roya :274'Tami Ulf ronina—r-;, exci-,miEm I El MEMIMIIITLIKTIET • Fracim-wmt w5iimmiulr.!mtexii VII 441 iiIIIIIIIIIIIIM111111111 Cl Ez;LKIELYATEE r FDleallEll • P; - t:471111Rallr /1111111 ITIC:111111111111111111■ IFIFZillii&a411E/6-ZILMLGAZ EMI IFIL;L4-11/1•1222AUTITAUDIMIIMMITI117.60/1 EMEIPOLIIILEViE72111111111111111111111 fIllUil:VAUIETAGLYINMENOMMINI KAI 17.1irtEOlgt?,Tit.r,; Irkl, I 31141.7EitiarereliF320 TO x 1 PFH IMP.rIAL — .0AL TO DOOR SUCONE CAULK GLAZING COMPOUND BY ODL ITE OP • ROUND. SCH E MOB 000 MI •STEEL PP5530 C13 Erilif -"ir) 167111pcm74:amimt-aa,Mii EiliE1-2LLUAii.ei.,i1;11117/0/311111111111111 Ell UTE FROM SCREW 2 ONO PANHFAD Calii2M)1 =4, riir 10 WOOD INSTAUA ON 719--wir FM ICK!liff Off tiffiltIoldilki "1173'KARAMM■1 1.50 MIN, 1) PRODUCTRVVISED as conNten with Nu BA:v.,.,4,(....1,,.. 01, ...... BY ,vv:v Pro Division PesReompODUryingNEV1withSECIthe moan • 18nc:g• ade, N°° Doto- od Division 1 11) ENo 2, aiDtd) Fkeldo P. E. No. 41323 PTC, 1533 Comet) SW* Sob 023 RocideOls, Motto sass MPH Oselffoob el heedsotice NO. swe Prepared By: RTC PTC, LLC Payne: 321-690-1788 Fax: .321-690— 1 789 os SCALEI N.T.S. Efft J1,41 s* S. SefFEli mos Kt S-2104 SHEET _2_ OFJ_ 1 ON SHT. 4 6J 1J Zv 4 5 u 1) 15 1.50' MIN. MAS EMRD '8Y OTHERS SEE DETAIL 5 ON SHEET 5 0.25° M4X ® HQRI,ZONTAL CROSS SECTION M LATCH JAMB TO BUCK PRODUCT REVISED as IgC�odeeth the Fimide AueptanceNo Expiration Daze By ® HORIZONTAL CROSS SfrCT1ON HINGE JAMB TO BUCK MASONRY BY OTHERS ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31'DIA x 9.0'LG AT TOP &BOTTOM \\ fral OVA. TO SIAOTTACHMENT NO ITEM ' 24 N0 SHOWN THIS WLW FOR CiARI7Y- fPRODUCTREVISBD as complying with tha Florida Bulking Coda Amman= Ei9iintion BY Miami Division 4' • Oi -.0$ 11fEine,12 • ,.toed 14”,., H RIZONTAL SECTION AT IMPERIAL A� (3 SEE NOTE 4 ON SW. 4 SEE 7 0641445.4 (MR l.75'MIN PAM MK. INC DETAILS, SHEET 7 SEE NOTE 6 ON SW 4 SEE 140152 ca v sffr. 4 SEE NOTE 6 ON SHT 4 0.75' SEE NOTE 5 ON SHT. 4 SEE0ETL5 ON SHEET 5 (T\ HORIZONTAL CROSS SECTION .1.) At SIDELITE TO LATCH JAMB 'Ka 1. SPACING FOR ITEM 126 THE 110 x 1' PFN SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS As RX10115: FROM nil' TQF & Boom EIP; 1.0', 2.5", 4.0; 5.5; 15.01 tav a so': 2. SPACING FOR ITEM #23 THE 18 x 1 1/2' P1ASCREW IS AS FOLLOWS: 244110102221-2 D26 17.4a g IN FROM EC CORNER. QN 0A BSAW PAA30; 1101 2641 39,0; 52.0' & 63.0". 1 MONO FOR litif #41. THE 160 x 3/4' BRAD TRIM Mt ATTACHING THE QUARTER ROUTO TO THE BMX REM 19 THE 16C14. X 1" WOO TRW NAIL ATTACHING. 1HE OULU CAP TO VIE MULLION BAR YEIMO.40:15 FOLLOWS: 140. &Brom HORIZONTALLY (FOR THE 3/8 ouiptge Rola 1.25' IN FROM EACH COMER of (f) NA& MID-SPA1C QN THE SIDEURITCALLY pp am Oa QUARTER ROUND & KHAN CAP); 1.25. FRON EACH ETV & SDI MORE EQUALLY SPICED 014 THE FLEW . 4. MT ATTACHING THE SR N RATE TO THE JAMB AND BUCK USE ITEM /25, A 18 x 2 1/2" PRI WOOD SCRIW. INN AMMO THE STRWE PLATE TO THE AS AND SIDELITE JAMB AT THE MULLION USE REM 124, A 18 x 2° PEN WOOD SCREW. 5. SMOG FOR REM 115 RE 8 x 2 1/2' P F H WOOD =BPS ATTACHING WE JAMBS TOMB? AT THE MUM% IS AS FOLLOWS: 6.0' FROM EACH MAL CORNER 337114 (4) MORE SCREE EQUALLY SPACED ON THE RELD, 6. THE ZEN PANEL IS SECURED INTO THE MERE JAMB W/ ITEM 129 STALK CAULK ON THREE SIDES AND 5/8' QUARTET ROUNDS SECURED WITH 10f 131 BRAD 113114 143715 x 3/4' LONG. 7. WHEN ATTACHING THE MOE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2' PFH SCREW. WM ATTACHING THE ME TO THE 1141111 AAD SIDELITE JAMB AT THE .11U1.11014 USE REM 114, A 110 x I 3/4' PRI WOOD SCREW. 8. SPA= FOR OBI 149 THE 18 x 1 1/2' PANNEAD SCREW (TRINITY UTERINE) IS AS FOLLOWS: LITEFRAME FROM THE TOP DOM VERTICALLY: 3.25': 18.0625', 32.8125', 47.5625' & 62.625'. sinEurr LITEFRAME TOP & ROTTOM. FROM THE LEFT: ONE (1) SCREW AT 4.4375". 9. ALTERNATE CONCRETE/0SM INSTALLATION ANCHORS OF EQUIVALENT PBTFORTA4NCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT 01? BOATER OF RECORD FOR ItE PROJECT OF DESTALLATTOM 10. USE oat #51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 1155 37514 125 WHEN INSTALLING INTO EILILIJOS. USE DEM 116 MIDI INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS, co MASONRY BY OTHERS SEE NOTE 5 ON Mr.' 4 SEE DER 5 ON SHEET 5 (-0 HORIZONTAL CROSS SECTION V/ AT SIDELITE TO HINGE JAMB 3 SHT. 4 0.75" SEE GIAZING _ DETAILS, SHEET 7 PRODUCTIIEVISED cor:tiying uith the Florida AcNo Buf,1&rg Cc* sto •);„ • 11E4 Mit Pro5ixt Control SEE G1AZING DETAILS, SHEET 7 Q125' ADM CIA EXTERIOR O 118C. 1 INTERIOR SEE NOTE 2 014 SHT. 4 SEE NOTE 6 SEE DETAIL 5 ON HT. S 4 014 SHEET 5 1.50" MIN 0.25' MAX. SHIM asED. 113) HORIZON. CROSS SECTION \.f) At SIDWIE TO BUCK Prepared 6y: s.rtIct (6) Florida P. E. No. 4t323 PTC, tLC 1335 Coosoolf SOW, 24414 533 Rokido, clot* 32055 Owlffirets d kffluleetka 53. CM PTC.LLC Raw 321-690-1788 Ric 321-690-1789 was 9- 1-0 sum N.T.S. U.BY XI CHIC el: S SAFFELL 535353 5-2104 oar or j_ 91.$5" . FRAME Hip* 6' 74.5' MAX. OA FRAME MOTH SEE DETAIL /- ON TEES SHE • • • 6' 9' IYP. —6" VP. TM. 12.5' TYP. L 7.375 "1 3" 5 h 0 13.65' SEE KTAI: 5 1...( ON AOS SHT 5.50'1 31625' SEE DETAIL 4 r ON NS SHT. 3' --r t . l•--.-1121251 TIP ON THIS SN1 M1.4) 1 1i0 II? Ii 1 ' ; #j ill ?�Bh; 1 mkt 2 - 0 HEAD JAM$ DETAIL 3 - 0 THRESHOLD ASTRAGAL STRIAE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAM' & DOOR 81.25" bf�3G' �p 0.� FRAME HEIGHT ® r 4,5' TYP. 3' 1W. 3' T02.1 h� 7025' kW. 0.4. FRAME WIDTH 9" TYP, 8` TYP. 3" TYP. PRODUCT REVISED as complying with the Florida Building Code Ag :piano No Expiration ,. Miami ,, :DalaiCongol » SEE DETAIL 4 - 'mg THIS Sill 7.375" 3' 31' PRODUCT REVISED as complying with dm Florida Bailt'•ing Cot% am No , 4 - Ale ■Afi-lik Mir Divizion Pradla 5.50' I DETAIL 4 STRIKE PLATES TO ASTRAGAL 3ING E DOOR , nEU9ES qNC LOCATft STRIKE JAMB DETAIL 7 COUNTERSINK FOR INSTAUATION ANCHORS Premed By Fl&Ada P. C. No. 41323 1638 Cogaem P 51raC Std C25 R dd.dp, Roddy 32055 :HVe glBOeb el lethodurtion N . 2592111 PlC L.0 Phone: 321 -690 -1788 For 321 -890 -1789 id 1152 y to Arab CAM 9- 1 -0 • N.T.S. C9 . et J0i t21K 811 S SAFFE.L DIMINO tam 5-2104 TT anc roUz —s SON ONURIN 113.444 s , IIV VA ITN 31703 10-11 -6 Inv BOL1-O69- {A' 3111 OT1 10111 8 L4-�-g Ord '7tJ Pawdald cien 'OH anwpoira P sgesivo 7d gzj lLCN '03 '3 'd W1i 110EUNI NOW •i +9'1 ", ' 04r1 ! VII t4!" I l6',', r n� aomtta raalyu +SII ci1['( ae Crit 9t'SI, •'�oMavall:o,�y 0;3;;i<l(•1' PP>mld 41!.+2crdl;Isa3a MISIA.nd.LJ1'cQOiid .1f ;If 5133HS NO2 ... 1m130 33s No 10110031Niptud X0'1 0 am actuNda3aV apoa ewe whim giro&i n ®SIAHN.1.311001{4 1 nua Nor • 1010 YO 417£ asow T 4 I I ,os's moaffmm • S MIS NO DY1 9 11113O 315 .019 .tr'll 0 S3OdS 8 TEEM NOW SBA smss NO £ 1111.Q 33S , 1 , i d — 1 III i. 1 LT' CO j 0 I — 0 - l 1 fi 133HS NO —S1V13a33S t 133HS NO .r r�S3LON33S n i III el . - Ili 1 it s -I 133HS NO 'du .lt'ft 'dA1,1t91 g .1.334 NO Z 7P1131 33S 'dA[ ,f . .9 WI .6 du .s *M."- T- VAL .f ••-*cIAI ,S't HIOIM 31 YO 011 „101 OA= .OETML t OD. LITE FRAME SINGLE PANE TEMPERED GLASS SPARIECH POLYCOM PP5530 C13 RAM OM TIM UTE FRAME 1' MATED WEIS GLASS LUPOY EU -5007 Mine MME t /2` IN5Ui/UED imb GIASS' LUPOT' 61 -5O07 ,ROINICrREVISED complying with ihe Florida Balding Code MoofoneeNo Expiation *MCI' as complying with the Florida Sollffaa Co Aoe reeNo ;•.S a 1 V 1 8 Fib S. taitirks - / Florida P. E. No. 413E3 Roldodge. Florida. UM NH Cavallo* d Adb co tt . 4sA8 Propel Or Marts 321-690-1788 Far Fax 32I -6 -1789 am 9 -11 -01 OEM BE JNU OK Eft S. SAFFELL MEM NOa S -2104 7Q 1.67' JLJL tTh 1.21' 24GA (0.021" SIES. ,1•1'; 1144 ; liOF x 3.0' LONG 1.5D" 1.75' 0.62' o/r • :It • 1.00' /./•://44 1. MSS= JOKED PONOBIOSA PINE WOOD ASTMACAL HAS TWO 0.3125' 0 x 9° LONG BOL1S; ON- Mg 1 ON BM --LOB* ; i7; • 091931/4) TO ALB/11191B t rA PREZIO IWADIERSRTIP. V.i./ CREEL C—LON CDS 650 2.50' 1.25' — o ' 0 0 rulAselIK4 Psi FtAlr v/014Vit 042E MY 1.67' Lt 1 14— PE 20' ® Pol"-11 027' 0.58' 2. tor - 0 1.042' 4.5625' 219* —441 /. 1256 . M I/50' nun MI JOINTED PONDEROSA PINE 11.013' [-- OP 0 l•--L"— 2.521 1,75' —,41 .1 1;i1i 11 i 11 ;; • ■ POLYPROP. th.1 0.375' 0.375' R • 4....,111; SVIAS STOP PINE 1.375' h. MOM: PIP . P ;.,F1V103170,17 • 1.59' PRODUCT REVISED es complying with tha Florida Building Coda Acceptance Noy rcv Expiration ate • 4111 itodUct Calla By Wigan h. 0.125' 0 2.62' 4.12 POLYPROP. 2.040' —1 Ll 0 0 0 L 0,097" -4— 1.._____ ®4' x '44" x 0.09r THicHhvla 1.00* 7-7 4.041' 0 ; ALMON — BY WITH WOOD WERT 'i 111 1: EEO FloribEgikati 41323 PM la 115 emend zpo4 Sub CO Rad*" Rata UM Pr** at besebsue I, MSS Papatill PIC, LW Ph= 321-690-1786 Pa 327-690-1789 4.1 1St akTe 9— 1-01 MEI N,t1 owe. FAI all ac. & SWELL ORA Oa S-2104 slur A. cif I. MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld Wen Inc. 3737 Lakeport Blvd. Kalamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series W/E Outswing Opaque Insulated Steel Doors & w/wo Sidelites APPROVAL DOCUMENT: Drawing No. S- 2108 -01, titled "Wood Edge Opaque Steel Outswing ", sheets 1 through 8 of 8, prepared by PTC, LLC, dated 12 -15 -01 Last revised on 10/25/07, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: 1. Doors: Large and Small Missile Impact 2. Sidelites: None. Approved Hurricane Protection Devices, complying w/ FBC, as applicable are required. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 1216.10 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. 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 NOA No 07- 0709.07 Expiration Date: August 01, 2012 Approval Date: November 15, 2007 Page 1 eld Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 02- 1216.10) 1. Manufacturer's die drawings and sections. 2. Drawing No. S- 2108 -01, titled "Wood Edge Opaque Steel Outswing", sheets 1 through 8 of 8, prepared by PTC, LLC, dated 12 -15 -01 Last revised on 10/25/07, signed and sealed by Eric S. Nielsen, P.E. B. TESTS (Transferred from file # 02- 1216.10) Original test conducted per SFBC, PA 202 -94, now known as FBC, TAS 202 -94 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, FBC TAS 201 -94 5) Cyclic Loading Test, per FBC TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of outswing Glazed steel door, prepared by Certified Testing Laboratories, Inc., Test Report No. CTLA 697WA, dated 11/12/01, signed and sealed by Ramesh Patel, P.E. 2. Additional test report Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of wood edge outswing glazed steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA- 961W, dated 10/23/01, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor Verification Calculations, prepared by PTC, LLC, dated 06/20/07, signed and sealed by Eric S. Nielsen, P.E. 2. Glazing complies w/ ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS . 1. Notice of Acceptance No. 05- 0921.09 issued to ODL, Inc. for "HP Propropylene Doorlight Assembly ", expiring on 1/17/11. 2. Notice of Acceptance No. 07- 0828.01, issued to Trinity Glass International, Inc. for "Trinity Lite Frame" expiring on 7/3/12. 3. Tensile Test prepared by Internek Testing Services Inc., Project No. J99006660 -001, dated 3/30/99, tested per ASTM E84 -97a and ASTM D 1929 -91. E -1 \441 \ . L1lttNci4+ Ishaq I. Chanda, P.E. Product Control Examiner NOA No 07- 0709.07 Expiration Date: August 01, 2012 Approval Date: November 15, 2007 ',kid Wen Inc; NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (Continue) 4. Photocopy of test report 114884 -1 dated 11/24/98 for "Standard test Method for Rate of Burning of Self - Supporting Plastics in Horizontal position per ASTM D 635 -97; and test report No. 114884 -2 dated 11/24/98 for "Measuring the Density of Smoke or Decomposition of Plastics" per ASTM D 1929 -96; and test report No. 114884 -2 dated 11/24/98 for "Measuring the Density Smoke from the Burning or Decomposition of Plastics" per ASTM D 2843 -93; all the above tests reports are for DC- 1643 -05 Filled Polypropylene Fiberglass & Mica, issued by SGS U.S. Testing Co. Inc. 5. Photocopy 4500 Hours Xenon Arch completed tensile report No. PRI00034 dated December 12, 2000, issued by PRI Asphalt Technologies to ODL for Spartech Polycom PP5530 -C13, 4500 Hours Xenon Arch exposed samples, Tested per ASTM D 63896a, signed and sealed by Charles L. Thomas, P.E. 6. Notice of Acceptance No. 02- 0429.11, issued to Trinity Glass International, Inc. for "Trinity Lite Frame" dated 7/3/02, expiring on 7/3/07. F. STATEMENTS 1. Statement letter of conformance and "No financial interest, dated 06 /21/07, signed and sealed by Eric S. Nielsen, P.E. 2. Laboratory compliance letter, as part of above referenced test report. G. OTHER 1. This NOA renews NOA # 02- 1216.10, expired on August 01, 2007. E -2 le-71141‘ . LAA Ishaq I. Chanda, P.E. Product Control Examiner NOA No 07- 0709.07 Expiration Date: August 01, 2012 Approval Date: November 15, 2007 ( PrItiOOPEDUEOPROMESTEELOMIBWIE Mpi1Ct DOOR orsI MS NNW AI ACI RIEM S JELIMEN® Steel CEASRAL.NOiES 1. THIS PRODUCT IS DESIGNED To C018'LY N101 THE 2004 FLORIDA INIERRIG CODE (W/ 2005 g 2006 SUPPLEWNRS NW HIGH *LOg7Y hUZRIOINE ZONE "INte uur iEHIS). 2. IX 02 2X 1000 BUCKS bid OTTERS, MUST 8E ANCHCREO PROPERLY TO TRANSFER LOADS TO THE STRUCTURE AIM TO BE REVIEWED BY BUBDOIG OFROAL. 3. PRODUCT ANCHORS SHALL 85 AS [81ED AND SPACED PER ANCHOR LOC4710N 024II960S ANTS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR 01310N FISSURE RAMIS. 5. 111L4 PRODUCT WS THE EITER REQUIREMENTS FOR TRAIT ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. 1DELt1ES REMAKE ML110 -DARE APPROVED IMPACT RESISTANT SHUTTERS. 7. SIDEUTES ARE AN OPTION AND CAN BE USED HN A SBNDLE 0R DOUBLE CONRGIRMTION TESIDRIALINSULATEDIREELGOORfCarementosItentaserarit 004P016167CONSTRUCTIOtek Faro sheta: 24 g0. (0.0201 minimwn thickness. Galvanized Steel A-525 cwm erclal quality - 11(00 per AST* 620 wlth average minimum yield strength Fy(ove.)=30.627 psi. polystyrene with 1.0 to 1.25 ibs./cf density. by .11311-NEN. INC The active and inactive parela are cwwfru ted from 24GA (0.020' min.) gat mtized steel. The face sheet tops and bottoms are bent 90' over the top and bottom rats. The tap L1e rail measures 1.67' wide x 1.0' high. The steel bottom roil measures 1.67' wide x 1.21' high. 11e optional wood bottom rat measures 1.67' wide x 1.25' high. Mite sides of the face sheet are roil formed ado the L8. latch stag and Ponderer Pie hinge stile whidt measure 1.67' e 1.0' The bderla cov11y fs toed Oh polystyrene. The face sheets are glued to the polystyrene. Fixed Lite Coral, The sash is cambucted tram 240A (0.020' min.) galvanized core steel. The edges of the fate sheet a r e bent SO' seer the and glued to IL The e we to the 001 Lite Frame or the optional Trinity Light Frames. (See sheet 7 for gang duels.) The Otte frames are wet gtazcd mi the interim and exterior. Beth under seperate F Cembse6ac The Banes we constructed from Ponderosa Pine jambs measuring 1.25' wide x 4.563' deep. The der curd smelte head Jambs are mortised and butt Joined to the side jambs and attached eV: (3) 1864. 2' x 7/16' crown wire staples. The units use o high dam bump face impala/ threshold measuring 5.25' deep x 1.75' high or a standard bump face Pemko threshold measuring 4.041' deep x 1.0' high. The thresholds are attached to the frames with (3) 18GA. 2' x 7/16' cram wire staples. VIE 0FOONIRIT4 510. / DESTRIPTS2N GENERAL NOTES AND TYPICAL DEMONS 2 MICA CR055 SECTIONS AND BBL OF MATERIALS 3 NOIZONOtt CROSS SECITGNS 4 HORIZONTAL CROSS SECTIONS AND NOTES ANCHORING LOCATIONS AND 0571415 6 ARM IC LOCATIONS AND DUALS 7 GIAZ1NG OETANS 8 1JN<7 COMPONENTS .875' TYP. -- 96' LgIL OA PANEL. HEIGHT 97.5' MALL FOIE WIGHT 0.625' �- 74.5' MAX 0A FRAME MOTH F- .125' 15.625* MAX OA 3r mAX. OA. w/AS. WIDTH AI. PANEL M0114 cg, 9' /S►RAC IEB NACRE v 601555 0x451615 912107 UNIT (10t) -- 12812211011-EMS mix purses IMPACT UNIT (X) 61158 FROIA I7RE8228 7ABLE 1: PRODUCT aINEWED as es5plyieg with the Reside Hffitlmg code mteptesee ne07-d7a .07 2xpirmlee Pete quo !gain2- Caeina attlehtne 0 0 107' 1148. 0A. FRAME WIDTH .125' 75' MULL 36.825' MAIL OA DP. PANEL MTQTN 36' MAX O.A. W /ASIRICAI. PAW n WITH CI !t6' WX. OA PANEL 97.5' Mitt. 0A ERNE HEIGHT 0.75• UMW PRESSURE RAMC-MEW ICUER INOWOOONROXIMEIENT 6 NEEDED WAND FACE THRESHOLD Wl SCE 00011 1ST (lL ax. E7. oxo) TOO NOR-9PN.T MOMS +50 psf -60 psi +60 psf -60 psf 06tARE DOOR WE pOf. WM XAR ) 11113 RON-WPICT SMUTS +47 psi -43 psf +47 psf -43 oaf rtif IV 0 15.5' MAX. 0A SAUTE M AME MOH 14' MAX 0A PANEL WIDTH 7.125' MAX OA O.L0. WIDTH 79,125' MAX OA DLO. HE76 47 WHILE 01115W1NG Mawr par (0550) 8/ NON-IMPACT 5f0EWES WhEtUI F M 815850 taken Plaids nP EE Its. 41323 1535 Cogswell do Sae C25 rsa[ Casemate et wpeamen NC MC Prepared dirwr FTC LLC Phone: 321 -690 -7788 Far. 321 -690-1789 0 s A 8 DOTE. C Et OS 2.1m as 1 -15 -0 scALE N.T.S. wta. tm. WLN cot sr. RW oeerNo NO 5- 2108 -01 SHEET 1 or 1.50" 0.25" EMB. MAX. SHIM CONCRETE/ MASONRY BY OTHERS #10 W000 SCREWS 1.50" SEE NOTE 2 MIN. ON SHEET 1 0.25" Ma MAX. SHIM EE DETAIL ON SHEET 5 97.5° MAX. 0.A. FRAME HEIGHT 1.75° MIN PANEL THK COMO 96.0° MAX. PANE. HEIGHT 3/16° ITW TAPCON 1.25" EMB. 1.75° 2.5- MIN. EDGE DIST. (.8\ VERTICAL CROSS SECTION \V WITH HIGH DAM THRESHOLD 3/16° ITW TAPCON .625" CONCRETE/ MASONRY BY OTHERS 1.25° 2,5" 74714L1 CONCRETE/ MIN. EDGE DIST. MASONRY EMB. BY OTHERS rm\ VER17CAL CROSS SECTION ■..Z./ WITH STANDARD BUMP FACE THRESHOLD CONCRETE/ MASONRY BY OTHERS Wrail Wm Mv N ...71VT'Pr'or ON SHEET 5 EE DETAIL SEE NOTE 3 ON SHT. 4 #10 WOOD SCREWS SEE NOTE 2 ON SHEET 1 SEE NOTE 6 ON SPIT. 4 1.75" MIN. PANEL THK. SEE NOTE 2 ON SW. 4 0.125" MIN. GLASS THK. 97.5° MAX. 0.A. FRAME HEIGHT FOR OPTIONAL 1/2" & 1° I.G. SEE SHEET 17 SEE NOTE 2 ON SHE 4 SEE NOTE 6 ON SHT. 4 3/16" IIW TAPCON SEE DETAIL 7 ON SHEET 5 SEE NOTE 3 ON S 4 96.0' MAX. CLA PANEL HEIGHT 1.25° .75 2.5" MIN,' MIN. MIN. EDGE DIST. EMEL VERTICAL CROSS SECTION UJ AT SIDELITE SASH CONCRETE/ MASONRY BY OTHERS UM 0SR7P77Q NEW& 1 DOOR STEEL FACE SHEET 24GA. 0.020 MIN.) STEEL 2 FRAME HEAD (FINGER JOINTED PONDEROSA PINE) WOOD 3 FRAME HINGE JAMB (FINGER JOINTED PONDEROSA PINE) WOOD 4 FRAME IATCH JAMB (FINGER JOINTED PONDEROSA PINE) 5 " .;1_0. . Jae: , • A . e.41 1143 8 19 X 1' PFH WOOD SCREW (HINGE R3 DOOR) STEEL 7 DOOR LATCH STILE LVL 8 # iNtidt. :12,1 . :1 ,. ' . 14131:1 0.1 P . 1 " ALUMINUM 9 WOOD DOOR BOTTOM RAIL Kw 70 ...,,:iii-1-71-.11.". LA '4;611.21- 71 DOOR TOP RAIL L.V1. 12 STEEL DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE WOOD 14 110 x 1 3/4" PFH WOOD SCREW STEEL 15 LOCK MOCK LVL 16 3 16" 11W TAPCON ANCHORW 1 1 4" UK MED. . 17 7.33- 'T773 POLTSTYREAS 1.0 to 1.25 lb. cf '3 1 BY JELD-WEN FOAM 18 DAM BUMP 'THRESHOLD (BY IMPENAL) ALUMINUM 19 . WOOD SUB BUCK WOOD 20 IM (0.25" MAX. THK. HIGH DEWY PLASTIC OR GREATER) - 21 KSET 400 SERIES KNOB STEEL 22 worimouriarz=se2a_g_. 24 KS TIT 700 i4 _ 0E40 T 4.1 -3.1.1 . PFH WOOD SCREW STEEL 25 x 2 1/2' PFH WOOD SCREW STEEL 25 10 x 1' PFH WOOD SCREW STEEL 27 10 x 2-PEN WOOD SCREW STEEL 28 MUWON CAP 74000 29 SILICONE CAULK (cR LAWRENCE 33 C) sucorir 30 GLAZING COMPOUND 0390 BY MO SILICONE 31 BRAD TRIM NAIL 160.4. x 3/4" LONG STEEL 32 3/8" QUARTER ROUND SIDEUTE STOP WOOD 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF .34 SCH1AGE KNOB SET #F51 situ 35 SCHLAGE DEADBOLT 15360 STEEL 30 SIDEUTE STEEL FACE SHEET 240A (0.020" MIN. STEEL) STEEL 37 I/8" TEMPERED GLASS (BY PPG) GLASS 38 L UTE FRAME SG (UNDER SEPERATE NOA) HP POLYPROP. THERMOFIL-P6-30840391 POLYPROP. PRESSURE TREATED MULLION BAR .343,1101171ErillITZIMI P.T. WOOD 40 ALUMINUM EXTRUDE) ASTRAGAL BY IMPERIAL ALUMINUM 41 ASTRAGAL STRIKE PLATE (BY IMPERIAL) Siva. 42 ._ •,: 71.4Zi 2... 22 YALE DEAD8OLT HERITAGE SERIES STEEL SIDEUTE FRAME HEN), SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) Y/000 LITE FRAME BY TRINITY FOR 1 2-I.G.U. UNDER SEPERATE NOA POLYPROP. ETAFT2 INSULATED TEMPERED mass 4rLIE21571J5219 111013111 47 WE FRAME BY TRINITY FOR 1" GLASS LINDER SEPERATE NOA POLYPROP. 48 1" INSULATED TEMPERED GLASS itlY TRINITY/Ms/PAC) GLASS 49 UTE FRAME SCREW 16 x 1 1/2 LONG PANHEAD BY TRINITY) STEEL 50 GLAZING COMPOUND DOW 1199 SILICONE 51 110 WOOD INSTALLATION SCREW W/ 1.50" VW. EMBEDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL 53 DOOR LATCH DEAD 801.7 STRIKE PLATE STEEL CA "4342) Ede 9 Mien Dodds P. E. N. 41323 KC. C LL 1555 Coma Stmt. SSD C23 R43. fleilde 32855 ME Cannata et Authorkation 90. 25035 • PRODUCT RENEWED as emptying with the Florida %Ming Code Neseptesre Exp Neorpp7 Dadso Date l'2- SY 94111s90420 Coshed Dtrislos a k a ■k•ti■r.,4. 8 = a 14 CI 4.) 95 48-141e Prepared By: 41•111141=11110111MI PTC, LLC Phone: 321-690-1788 Fox: 321-690-1789 am 11-15-01 mom: N.TS. oia B WLN ChM BT: ROI ORONO PAL: 5-2108-02 29�T 2.— SEE NOTE 2 ON SHEET SEE NOTE 4 ON SHT. 4 MISONRY J BY OTHERS 1.50' MIN EMBED. 0.25' MAX SHnu 110 WOOD SCREW ro HORIZONTAL, CROSS SECTION LATCH JAMB TO BUCK OBES ® HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK PANEL TIM ® HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL. SEE NOTE 1 SHT. 4 MEMO \ PRODL'CF RENEWED as eomplyiog with the Florida Writhe Code Aooeptaaee No O 7—O Og17 Eydratioo Oote�� 11401�'IOt,y e'Atodeay�CentfOi ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31' D& x 9.0' L.G. AT TOP & BOTTOM 111111 l NI I IIIIIl� WAIL ASTRAGAL. TO STILE ATTACHMEMT NOTE REM 24 NOT SHOWN THIS via FOR CLARITY �� BY OTHERS ik S a 948 W et 43 2 83 QaR 109.517 PM S. PPelson Flefda P. E Ne. 41323 1833 Cowell Street. Sate MS Rocklaape. Rodeo RIPE WNW* d Plea timace le. 25933 Prepared Br AP"''4IL. P1C, LLC Phone 321 -690 -1788 Fos 321- 690 -1789 591E 11 -15-01 • N.T.S. Dm er WLN war. er: RW MOM NO S- 2108 -03 sma 3 or Milli i AIIIIIIN PANEL TIM ® HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL. SEE NOTE 1 SHT. 4 MEMO \ PRODL'CF RENEWED as eomplyiog with the Florida Writhe Code Aooeptaaee No O 7—O Og17 Eydratioo Oote�� 11401�'IOt,y e'Atodeay�CentfOi ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31' D& x 9.0' L.G. AT TOP & BOTTOM 111111 l NI I IIIIIl� WAIL ASTRAGAL. TO STILE ATTACHMEMT NOTE REM 24 NOT SHOWN THIS via FOR CLARITY �� BY OTHERS ik S a 948 W et 43 2 83 QaR 109.517 PM S. PPelson Flefda P. E Ne. 41323 1833 Cowell Street. Sate MS Rocklaape. Rodeo RIPE WNW* d Plea timace le. 25933 Prepared Br AP"''4IL. P1C, LLC Phone 321 -690 -1788 Fos 321- 690 -1789 591E 11 -15-01 • N.T.S. Dm er WLN war. er: RW MOM NO S- 2108 -03 sma 3 or Q SEE NOTE 4 ON SHT. 4 @Q 1.75" MIN. PANEL THK. SEE NOTE 7 ON SHT. 4 PRODUCT RENEWED as eamplyiag with the Florida adding Cade E Acceptance spfration o a7o .07 U a 012 - Tna �• CKS.r�o- 1✓ kblon SEE DETAIL 4 ON SHEET 5 FOR OPTIONAL 1/2'& 1'LG. j SEE SHEET 17 SEE NOTE 8 ON SHT. 4 SEE NOTE 2 ON SIT. 4 SEE NOTE 6 ON SIT. 4 0.75" SEE NOTE 5 ON SHE 4 SEE DETAIL 5 ON SHEET 5 SEE NOTE 5 ON SFR. 4 HORIZONTAL CROSS SECTION \.:.4.1 AT SIDELITE TO LATCH JAMB NOTES; 1. SPACING FOR ITEM 126 THE 110 x I" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR 15 AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP; 1.01 2.5", 4.0', 55', , 13.0', 18.0" & 26.0'. 2. SPACING FOR ITEM 123 THE 18 x 1 1/2" PPASCREW IS AS FOLLOWS: TTTP & BOTTOM. IORIZONTALY. S1OELJTC PANFL 3.0' IN FROM EACH CORNER. ON ?T+£ 562115 VERT 4 r Y. FOR THE caul1TE PANELS 3.0", 13.5: 24.5, 36.0 ", 46.G. 57.5 ", 68.5 & 79.0". 3. SPACING FOR ITEM 131 THE 16CA r 3/4" BRAD TRIM NAM. ATTACHING THE QUARTER ROUND TO THE SIDELITE AND THE MULLION CAP TO IRE MULLION BAR VERTICALLY, S AS FOLLOWS: TOP & BOTTOM HORIZONTALLY' 1.25" IY FROM EACH CORNER WITH (1) NAIL MID-SPAN. ON THE SIDFS VER1JY,AL Y: 125" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATDCFING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE 10 THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2" PFH WOOD SCREW. 5. SPACING FOR REM 125 THE 18 x 2 1/2" PFH W000 SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUWON, IS AS FOLLOWS 6.0" FROM EACH VERITCAL CORNER WITH (5) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELITE PANEL 1S SECURED INTO THE SDELWE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH REM 131 BRAD 7881 NAILS x 3/4" LONG. 7. WHEN ATTACHING THE HI GE TO THE JAMB AND BUCK USE REM 127, A 110 x Y PFH SCREW. WHEN ATTACHING THE HINGE 10 THE JAMB AND SIDELITE JAMB AT THE MUWON USE ITEM 114, A 110 x 1 3/4' PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE /6 x 1 1/2" PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: SIDELITE IREFRAME FROM THE TOP GOWN VER1JCJLY: 5.63', 14.5 ", 2125", 32.0r, 41", 49.75', 58.56", 67.38" & 76.31'. SIOELRE UTEFRAME 1 & BOITO . FROM THE LEFT• 3.13" & 6.88". 9. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO MLWONS. USE ITEM 116 WHEN 1NSTALLNG INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SIDS. CONCRETE/ MASONRY BY OTHERS 4 HORIZONTAL CROSS SECTION AT SIDELITE TO HINGE JAMB 110 WOOD SCREW NOTE 2 3, SEE NOTE 3 SHIT. 1 ON SHT. 4 0.75' 0.125' MIN. GLASS THIL SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHIT. 4 1.50' MIN. EN8E0. 0.25" MAX. 518M FOR OPTIONAL 1/2" & 1' LG. SEE SHEET 17 EXTERIOR INTERIOR FOR OPTIONAL 1/2" & 1' I.G. — SEE SHEET 17 HORIZONTAL CROSS SECTION AT NON - IMPACT SIDELITE TO BUCK (SHUTTER REQUIRED AT SIDELITE) 10125/.1 Ed. s Nielsen FUND. P. E Na. 41323 PLC, 11C 1535 Copse§ Street. Saha C21$ Rankle FBFE aracate at b6iatte6a 95. 160.29 Prepared Br P1C LLC Phone: 321 -690 -1788 Fax: 321- 690 -1789 gi vggi 111; l'QAT 8 561E: 11 -15-01 1 'Ae sum: N.T.S. owa BC WLN aa. on RN CRON& tai 5- 2108 -04 so-sr 4 tF4 97.5' MAX. OA FRAME HEIGHT 74.5' MAX. OA FRAME WIDTH SEE DETAIL 2 ON THIS SHT. • y • • 9' TYP. 6" TYP. 3" TYP. r 125' �TYP. SCREW TYP. SEE DETAIL 5 /I ON DRS SHE 1 1 t 12" TYP : 12 U N_ SEE DETAIL .3 ON THIS SHT. DOUBLE ODOR WITHOUT SfDEUIES ANCHOR LOCATIOAIS FROM INTERIOR SEE DETAIL 4 ON THIS SHT. 97.r MAX. 0A FTWIE 169Gff 6 SPACES B 14.25' X 70.25' MAX. OA FRAME WIDTH OETAIL 2 - A HEAD JAMB DETAIL 3 - O ThR£SHOW ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE DETAIL 4 HINGES TO AMR dr DOOR STRIKE PLATES AS R41 AL SINGLE 0001? WITH SIDELRES I�ANCHOR LOCATIONS 1 1 SEE NOTE 10 • ON SHEET 4 PRODUCT as whh t MAdO Won Cade Acceptance No G., 7— n 7a-07 Daft —MAT,2 !20) ]- 1HdleP duel eat►97 1 SEE DETAIL 4 ON THIS SHT. .15' MIN. C —SINK. COUNTERSINK FOR ANCHORS iPki 8 1 1 1 a 8 a [s m na Erk S. Malin FW1W0 P. E. No. 41323 PM. LLC 1535 COMIgi Wad, &AD C15 Rooldaslip. Florida 32888 125E Certificate a<.Vaeifmtae Ne. 2ID25 Prepmed Br arm PIC, LLC lone 321 - 690-1788 For 321 - 690 -1789 OR& 11 -15-01 Rat N.TS. DWG. Sr WLN CM en RW oxiamta NO.: S-2108-05 SIOr o' 8 107' MAX. 0.A. FRAME WIDTH ...t 4.5' IW.- 3° TYP. 6' TYP. 97.5' MAIL OA • FRAME HEIGHT 6 SPACES 0 14.25" F • • SEE DETAIL 2 ON SHEET 5 15.42' 7YP. SEE DETAIL 4 ON SHEET 5 E — 1 ra E 1 1 1 1 1 1 1 II �10 WD� _ sc>Ew TYP 25 — 1 1 1 1 111 fsc10w` ®• — SEE MEET 5 / O A1 SHEET 4 SEE DETAIL S ON SHEET 5 1 ! 1 1 l i a E — — I I 1" 36.625" 2 t', I 1! — 3/16 " 11W TAPCON 7YP. 1 1 1 3° TYP. —1 I-^ I I_ 3" TYP. -.-{ SEE DETAIL 3 ON SHEET 5 DOUBLE 000R WITH SWIMS ANCHOR LOCUM WEI?A FROM INTERIM 6' 7 SPADES 0 12.21" 97.5' SEE DETAIL 6 MAX. � „ION SHEET 5 FRAM OA Tr11 HEIGHT t2' I' 1 36.625' • 37.75' MAX OA r— FRAME WIDTH —1 MOM' RENEWED as stoniptying with the MIMS Bolding Code Amine= Noi .5201:r7 Expiration nate 1L. er (S(44.42 t. -!L mwnh SEE DETAIL 4 6.125' / ON SHEET 5 11!? 25.94' P. SIDLE DOOR WRHOUT S<DIIRES ANCFIOR LOCA1101YS VIEWED FROM INTERIOR t o(4q /s7 S. Nielsen Fiends P. E.1323 PTC. 1.14 ' Street, fONQ Cr@kW of Mhrteemn N0. 22130 VIII Lig E4 co m Prepared 6r AirmAr 11. Prc 11C Phone: 321- 690 -1788 Fax: 321 -690 -1789 oe1E8 11 -15-01 sue: N.T.S. D. en WLN anc 6Y: RW maw NO.; S- 2108 -06 e19E1 O DCTERIOR INTERIOR Gi G OFTAIL Om. UIE FP (PER CURRENT NOA) SINGLE PANE 1/B• TEMPERED GLASS HP POLYPROPYLENE TREANORL- PS- 30FM03B1 GLAZING DETAIL TRINITY UfE FRAME (PER CURRENF NOV 1• INSULATED TEMPERED GLASS LUPOY EU -5007 0.125' TEMP. GLASS 0.125' TEMP. GLASS 0.5' MIN. 0.125• TEMP. 0.250' A1R GLASS THK. MASS SPACE 1 i GLAZING OEM TRINITY UTE FRAME (PER CURRENT NOA) 1 /2'INSULAIMD TEMPERED GLASS LUPOY EU -5007 PRODUCT RENEWED aSCOMplying with /he Ftorid! EtthRag Cade Acceptance NoGj07 EXPbilim tN 4U4no12. >, N lac s_ 1� DNae' DMIm hi; In 1 Pi of 8 8g a a tat ea u CO <Aft 1 01 2 S'/ j Edo S. Nialoso Florida PP.E t323 IS15311 w, oeao NC Sfr wt. suits ws Socidoaas. Ftmloa 31BSS P t arWCme Of sanameum Na aeam Prepared By: p ac Phone: 321- 690 -1788 Fat 321- 690 -1769 oa�ES 11 -15-01 SL N.T.S. ONO. WO WLN SIM BY: RW DAMNS NO.: S- 2108 -07 %err 7 aP _8_ 1.6r -1 0 wolummula 1.25" I.6r 1.21' 0 21121UMM214.4Ga (020" 57121. 1.75" L_ ASTRAGAL HAS JWO 014. x r LONG BOLTS; 1 ON TOP, 1 ON BOTTOM —Itor 1.67' 1.00' vazumuzu 0 IX tax sng r- 1.65 0.831" 03$44 (-‘7, =al= BE SECUMEALAR MOP x 10" LONG 67; \ 85.TEAM4E215j \.„7:2 6063-T6 ALUMNI?, r 0 0 053 * 0.38' t 0.50- 0.14" 0.53' (70) COMESEStamEggsm SCHLEGEL 0-LON ODS 650 (Z)652NOLIIII/L(EBRE (IMPERIAL 0.125 STEEL) 1.&12141. 1 I— 0.513" (",,;\ WRY LOT MAW K.% I' (UNDER SEPERATE NoA) 0inShralffrdS4,242 19 0.051' Mk WALL AMAIN:Ai - BY IMPERIAL WIDI WOOD INSERT LVVL x 1.71' THK. 4.00' 1.00" -11.013" I- I-- 1.75" -.4 252" 1.54" 1.59" vzi htW Ditm£ (UNDER SIYERATE NOA) 0.375' 0.375 RT Vit-QHMBIEL80210 SDELITE STOP RNE --I 1.37e Ezmza ' (;;\ KRIM CAP kffi PINE (97.50' LONG) 88U7 RENEWED Intsof Wax with the Ftorkla asectod. kompc... N. ("7-670 .07 4/Pk"fia -.0/ 'LLLLLA ujs, --II-- 0.125' '7./////A 115%, ma* O (tiraxlIZEIMSEPERATE NOV Li L. 2.040"11; o o CI:ILI* 1 4.000" —1 0 0 tiABEILSIEELfgaigyff \:/exex.097* »oc STEEL 0IL3EINSLAMLIENLEALUNBE4Z0 EXTRUDED ALUMINUM - BY PEW WIN W000 tol/r/6-, E* S. 909119n Florida P. E MP. 41323 PTC. 1535 Cogswell Weed. Solt. C25 Racka4p. 199049 32955 R3PE Catatbots at tattootratan I. 25.25 8 t x e t a a o, ex cc 1 '‘.YN a a 91.1 aNa Prepared 13p: 4111111111MI PTC, !LC Roos: 321-690-1788 Tax: 321-690-1789 Ix'• 11-15-01 SCAE: BY: wuv eNl(55 RW BROOK NO S-2108-08 swag or 8