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RC-08-1826INSPECTION RECOR Bond Number: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax' (305)736 -897' Residential Construction Owner's Name: DANIEL GREEN Job Address: 62 108 Street NW Mipmi$hor F� ��133- __ Phone ion!A Issue Date: 9/4/2009 Primary Contractor Ye.s POST ON SITE Peirsil Type: Residential Construction Classill Addi on INSPECTION REQUESTS: (305)762 - 4949 REQUESTS ARE ACCEPTED DURING 8:30AM - 3 :30PM FOR THE FOLLOWING ■ B BUSINESS DAY. Parcel #:1 121360110140 Owner's Phone: (305)762 - 5638 Total Square Feet: 400 Total Job Valuation: $ 40,000.00 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. NO INSPECTION WILL. BE MADE UNLESS THE PERMIT CARD !S DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE ( WORK IS ACC °: SS!BLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE EHXPENSE EN °s Ail ED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAZ.URE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT iN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF ('.OMMENCEMENT MUST BE RECORDED AND POSTED ON THE Joe SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND • TO OBTAIN FINAN ` : , CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENC11 WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. PLUMBING NSPECTION -DAT N Rough 0'J�'/�. Water V .L`ll nfrfigiIleUr 2nd Rou • h ,Ifi /J IM3711r71, Out _sfA!7. -- " r/./L: d Fire S•rinkl-/) Se•tic Tank R - 7-16 Gum Sewer Hook -u • p 0 r". VA Roof Drains Reinf Unit Mas Cert Gas LP Tank Well Spot Survey Lawn Sprinklers Main Drain Pool Piping Truss Certification Backflow Preventor Interceptor 7 -Id Catch Basins Condensate Drains HRS Final FINAL UJ © /&- 11//® PLUMBING • MENTS / MECHANICAL INSPECTION DATE INSP Underground Pipe 4 • .h 11 w fL Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum rzrarilrin FINAL �w_u MECHANICAL COMMENT Soil Bearing Cert Soil Treatment Cert Floor .Elev'on Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS 7 -Id F deAcetLGt 6/d an •; ....; FINAL STRUCTURAL • INSPECTION Foundation Stemwall Slab Columns 1st Lift) C Tie Beam Truss /Rafters Roof Sheathing Bucks Eavrai Windows /Doors Interior Framin Insulation Gelder -CFid Drywall Firewall Wire Lath iaeelvsteel Peel -Beek FinaPncl - EivaLEaaee Street- €Rclosure uriveway CFiaeway P ss A4up-ifi-f etress FinB �f. Suers- Attachment r untte rdrails DOCUMENTS •i INSPECTION RECORD INSPECTION Zoning Final INSPECTION ZONING COMMENTS ELECTRICAL Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling R Roug INSP DATE INSP Tele. ` . "e yh Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMMENTS / NOTICE OF COMMENCEMENT A atdti ngo dOPYMUST SE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIOIC PERMIT NO. g '/ '1 6'0 6 TAX FOLIO NO. II -" A/3k - 01/^ %o STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal desc tion of pro r�d st address: O' o c g562g3 /? v7© 2. Descripti, of 'mproveme t: Jr Ail 363 S 4.• 3. O er(s) name,and ddress: a-M /C ,. areen Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and a dress: ac / e/ A. Gczei? (0Gatigia l - /aixe ",J 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: Iv Signature of Owner Print Owner's Name DA Sworn to and subscribed before me this Notary Public: _ G ( ' . Print Notary's Name: My commission expires: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: N /9. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) t f fl'i W S4or° • 9 ••Z 5A - ATE OF F _ORIIJA, COUNTY OF DADE I HEREBY CEFTIFY'that this is a tru opy,.of the ,rrgiral filed Wpm pi' c on da ,: ' _ , AD 20 W!TN S my l d a G' ffictal Seal. - u 217O91WI5-7 -5 e .8 � e 13• 2 L1• Bk 26961 Ps 3612; (1P9 ) ECORDED 07/31/2009 11 =1 S = 44 ARVL RUVINy CLERK OF COURT IAi1I -DADE COUNTY9 FLORIDA AST PAGE I III/ / I l /ll / llll / 111 / l l u 11 11 !ll l u 11 I f 1l llll day of UNe ,20 d . Addr : °Z CA/ e C,� 16L�s �. 33 /3 Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Owner Subdivision/Project Construction Type 62 NW 108 Street Miami Shores FL 33138- Wthip, C41 • Certificate of Occupancy Residential Construction DANIEL GREEN <NONE> ADDITION 400 SQ FT Not Transferable POST IN A CONSPICUOUS PLACE Bldg. Permit No. Contractor Date Issued Occupancy 7 RC-10-08-1826 Building Officials-Approval Norman Bruhn, CBO MASTER BEDROOM EXPANSION AND BATH REMODELING (4% 3//i ( Passed t t Inspector Comments CREATED AS REINSPECTION FOR INSP-153619. site are required. NB IX ` 40 2 parking spaces on 0� Failed Correction Needed Re- Inspection Fee Additional Inspections can be scheduled re- inspection fee is paid. until r I nspection Number: INSP - 153739 Permit Number: RC -10 -08 -1826 J Inspection Date: March 07, 2011 Inspector: Bruhn, Norman Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments March 07, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number (305)762 -5638 Parcel Number 1121360110140 Page 1 of 1 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 264-2660 FAX (305) 264-0229 DRAWN BY: ALBERTO ij BC F.I.P 1/2" NO CAP '1 50.0.0.' LOT -7 BLOCK - 211 F.I.P 1/2" NO CAP 10' ASPHALT PVMT. 10.58 At W 10.58 0.30' ONPL AIC ELEV.=10.81 ONPL 0.30'CL F.I.P 1/2" NO CAP U.P. 10.45 10.42 10.68 M N 0 — — L 10.90 uvtt Pururgurs Jnr. 10.10' A/C 23' PWY 5'CONC,.SWK Y// BOUNDARY SURVEY SCALE = 1" : 20' SEPTIC TANK 12.35' b 11.14' LAND SURVEYORS 108th n STREET 18' ASPHALT 1o.54 PVMT. 10.21' N 22.35' 11.00 10.50' 10.85 10.55 ONE STORY RES. # 62 LOT -6 BLOCK - 211 4' H • CONCRETE:.• :•.• • •`DRIVEWAY'.•' 10.92 SURVEYOR'S NOTE: - There may be Easements recorded in the Public Records not shown on this Survey. F.F.ELEV. 12.81' a L.F.ELEV.= 12.61' GARAGE ELEV.= 10.79' FLOOD VENT ELEV. 10.93' o.9r 10.86 10.62 32.35' 10.90' DUNNING'S MIAMI SHORES EXTEN SUBJECT TO COMPLIANCE WITH ALL FEDERAL 10.80' 17.00' • s z + 6' W.F. 75.00' L 15' ALLEY (N.A.P.) 1127 "11.14 0 " ?i d$H+EN9 2 OF 2 11.16 t10.25' 10.25' 10.93 .20' o de 11.74 '' 10.47 10.52 F.I.P 1/2" NO CAP 10 HEATER rS r SURVEY No. 2- 0011180 -6 ONPL F.I.P 1/2" NO CAP MAK POOL LOT-5 UMP BLOCK - 211 S AND REGULATIONS 5582 N.W. 7TH STREET, SUITE 202 MIAMI, FL 33126 TELEPHONE: (305) 264-2660 FAX: (305) 264 -0229 DRAWN BY: A.A. Nova Surveyors, Inc. LAND SURVEYORS SURVEY NO 2-0011180 -7 SHEET NO 1 OF 2 SURVEY OF LOT 6, BLOCK 211, OF DUNNINGS MIAMI SHORES EXTENSION NO. 7, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 52, PAGE 33, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 62 NW 108 ST, MIAMI SHORES, FL 33168 FOR: DANIEL GREEN LOCATION SKETCH Scale 1" = NT.S. �� II 7L5 L. L. E.y r -.- 4 ;I ) 4 ; 4 t 1. SUBJECT - " '- - b. Si IN PROPERTN114 MI S Ij o R E 5 �xTEN $ I') 140 .3 `� 33 A = ARC A/C = AIR CONDITIONER PAD AE. = ANCHOR EASEMENT A/R = ALUMINIUM ROOF NS = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK CERTIFIED - TO: DANIEL GREEN N. __ 108 rii 5TQEE:T' \6 9.73' ABBREVIATION AND MEANING FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN. &EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.A.P. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE 0.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK 0/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE - 1 . ■-• 1IT71�iNI1lT�'S RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT AN R = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE A = CENTRAL ANGLE = CENTER LINE = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ( "SURVEY"I� - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY. AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS. AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR. AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FL000 MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEL/SUFFIX: 120882 0302 L DATE OF FIRM: 09/11/2009 BASE FLOOD ELEVATION: WA i BY: 74732 — tO T_ E — < I E (74. 73 (U Q1 LEGEND TYPICAL —OH- OVERHEAD UTILITY LINES azz C 8 S = WALL (CBWI -K—x C.L.F. = CHAIN LINK FENCE - 0 - 0 - I.F. = IRON FENCE W.F. = WOOD FENCE AL 4-WY • 0.00 = EXISTING ELEVATIONS N. E. O 8t L SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY. TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN. ELEVATIONS ARE REFERRED TO MIAMI -DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH # N -397 -R LOCATOR NO. 3100 ELEVATION 10.63 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. P II ROBERT IBARRA (DATE OF IELD WORK) PROFESSIONAL LAND SURVEYOR NO. 6437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: SURVEYOR'S SEAL DEVELOPMENT ORDER File Number: Property Address: Owner /Applicant: Address: Agent: Address: DO PZ - 6 - 09 - 2009146 Green PZ -6 -09- 2009146 62 NW 108 Street Daniel Green 62 NW 108 Street, Miami Shores FL 33168 Phillip H St. Louis 2965 NE 185 Street, Aventura FL Whereas, the applicant Daniel Green (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sections 600 & 523: Site Plan Approval, Garage conversion and addition. Whereas, a public hearing was held on July 2, 2009 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to secure necessary DERM or Department of Health approval for the septic system prior to the issuance of a village building permit. 2) Applicant to obtain all required building permits before beginning work. 3) Applicant to meet all applicable code provisions at the time of permitting. 4) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. Page 1 of 2 5) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 22 day of July, 2009 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Powell Yes Mr. Reese Yes Mr. Madsen Yes Chairman Fernandez Yes Date Richard M. Fernandez DO PZ -6 -09- 2009146 Green Chair, Planning Board Page 2 of 2 MASTER BEDROOM EXPANSION AND BATH REMODELING Passed / /�� Inspector Comments i 17 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: November 23, 2010 Inspector: Bruhn, Norman Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments November 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 153624 Permit Number: RC -10 -08 -1826 J For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Soil Compaction Letter Work Classification: Addition /Alteration Phone Number (305)762 -5638 Parcel Number 1121360110140 Page 1 of 1 PERMIT #: RG O - I ni(.Q Miami Shores Village APPROVED BY DATE �' T )g, 6/© /07 BLDG DEPT g� SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS W.MEV II JUN 2 6 2009 Ail BY: �..I EASTCOAST TESTING &ENGINEERING INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1- 800 - 3297645 (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 NOVEMBER 24, 2008 REPORT OF GEOTECHNICAL EXPLORATION & ENGINEERING ANALYSIS / RECOMMENDATIONS FOR KITCHEN & BATH GALLERY PROPOSED ADDITION 62 NW 108 STREET MIAMI SHORES, FLORIDA DADE COUNTY, FLORIDA •• ••• • . • .• • . • . . . . • • • • • • • • • •• • • •• • • •• • • •• • • • • • THRESHOLD /SPECIAL INSPECTIONS BORINGS, DENSITY ASPHALT CONCRETE & "GEQ4 "ThiSTTfVG LABORATORY 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1- 800 - 3297645 (SOIL) - (561) 4718220 November 24, 2008 Gentlemen; 1 ft EASTCOAST TESTING &ENGINEERING INC. FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 Report of Engineering Evaluation For : Kitchen & Bath Gallery Project : Proposed Addition Location : 62 NW 108 Street Miami Shores, Florida As per your request EastCoast Testing & Engineering, Inc. performed the modified and standard penetration test borings at the above reference location as requested. The purpose of this investigation was to provide information concerning the site and subsurface conditions in order to provide site preparation and foundation design recommendations for support of the proposed construction. This report presents our findings and foundation recommendations. A review of ourboring logs shows that beneath the surface the upper level of subsoils are comprised of very loose to loose fine - medium grained sands with some roots little limerock fragments and traces of organics in the top +/ -1.5 feet of depth. Below this zone our borings disclosed multifarious stratums of fine - medium grained sands and fine to medium grained sands with traces of limerock fragments in a very loose to loose state of relative consolidation which continued to -16.0 feet below the existing surface grade elevation. Below this zone ourboring discovered fine to medium grained sands in a medium dense compaction condition which extended to -20.0 feet below the surface grade. These sand substrate extend past the terminal depth of our subsurface exploration, 20.0 feet maximum penetration. In order to prepare the site for new construction to be designed for an allowable soil bearing capacity of 2000 psf, we recommend the following procedures be implemented. PRESSURE GROUT 1. The proposed building pad area shall be cleared, grubbed and excavated, (undercut) to a minimum depth of 1.0 feet plus an extended perimeter of three feet beyond any proposed wall footing or foundation element. Care should be taker , sp , as to iasure:the • complete removal of any deleterious materials encountered includingany coms'tsacICO4 a�el2ris, asphaltic concrete, concrete, organics, grass, rubble, vegetation, 's unij3ss roots, • ftmigp, material, debris, silts, clays or muck. •• • ••• • • • • .• :. • • •••.. • • '•. • • . ••• •••• •• • • • ••• • • •• • • • ; • • • • • • ••• • • • • THRESHOLD /SPECIAL INSPECTIONS, BORINGS, DENSITY ASPHALT CONCRETE & "G T ITING LABORATORY EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1- 800 - 329 -7645 -"SOIL" Page 2. Order #2804261 2. Once this has been accomplished compact the bottom of the excavated area with twenty (perpendicular) overlapping passes in each of two directions with a large single smooth drum non - vibratory compactor, (3 metric tons, Dynapac CAl21D, or larger) ora large reversible plate compactor until the bottom 24" of the excavation have been compacted in excess of 98% of the material's modified maximum dry density as per AASHTO T -180. Field density - moisture tests and/or cone penetrometer tests shall be performed to verify the resultant compaction effort prior to the next phase of construction. Densification shall continue until no further settlement can be visually discerned at the subgrade surface. Each pass of the roller should overlap the preceding pass by one half of the width of the vibratory drum. Maximum speed of the roller should be 2 ft. /second. For optimum compaction efficiency we recommend that the soils be within +/ -2% of optimum moisture at the time of densification. Care must be exercised by the contractor during the excavation and compaction phase of construction. The close proximity of the existing foundations to the construction boundaries necessitate that he utilize what ever means necessary to insure the stability of the existing foundations during construction. 3. Once this has been achieved and verified by our office, the proposed building pad may be brought to construction grade utilizing clean granular fill. The construction fill may be placed in lifts not to exceed twelve inches in compacted thickness. Each lift should be compacted to a minimum density of 98% of the material's modified proctor density as per AASHTO T -180. Clean granular fill shall be construed to mean granular material containing no more than 5% by weight organic and clayey matter and no man -made debris. It shall be free of vegetation, foreign material, roots, fiber, branches, leaves, and should not contain any rock and gravel larger than 3 inches or 50% of the compacted layer thickness. 4. Suitable materials for uses as backfill consist of the following; GW, (well graded gravel and well grade gravel with sand), GP, (poorly grade gravel and poorly graded gavel with sand), SW, (well graded sand) and SP, (poorly graded sand). Suitable materials excavated and stockpiled at the site may be reused for backfill within the foundation after tested for approval by the Engineer. Following and during the clearing and excavation stage the area shall be witnessed by an inspector from this laboratory for approval prior to in -situ densification. The excavated surface and each 12" compacted lift of on -site or imported fill materjal yrithin. the • footing and slab areas shall be tested to within 98% of the Soils•Wocapd 1(a i4 u}n.Dw Density as per AASHTO DESIGNATION T -180 inspected by this laborito+ya®dvariied iritht• field density - moisture relationships. No vibration shall take place in•flleinry of any existing structure as this may cause localized damage to nearby existing structures. • •• • ••; •••• • • • • • • • • • • • • • • • '• •• • • • • ••• • • ••• • • • • • • • • • ••• • THRESHOLD /SPECIAL INSPECTIONS. BORINGS DENSITY ASPHALT. CONCRETE & °GEEOTEDHN:CAL''TarINA LABORATORY Page 3. Order #2804261 HELICAL PIER ALTERNATIVE EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1- 800 - 329 -7645- "SOIL" PRESSURE GROUT (CONTINUED) 5). Perform pressure grout injections on 24 inch centers under all of the proposed foundation elements for the proposed construction, wall footings and column pads and 36" on centers for the slab -on- grade. These injections should be performed to a minimum depth of 8.0 feet below the existing ground surface and be placed in a staggered pattern. The grout injection pipes should have a minimum diameter of 1.5 inches Outside Diameter. The grout should be a flowable slurry of sand, cement and water, and should be proportioned to yield a compressive strength of 1500 psi in 28 days. The injection pipes may be advanced utilizing hydraulic jetting, as long as care is taken not to over jet and create any subterranean voids. This grouting operation should be performed by a reputable subcontractor with at least 5 years of experience in this type of work. It should also be noted that pressure grouting is a remedial treatment whose effectiveness is directly dependant upon the types of soils treated and the quality of the injection procedures, and may have to be repeated at some time in the future. Pressure grouting can cause localized soil heave which may damage existing structures or utilities. The grouting operation should be monitored by this laboratory or the project engineer for certification and compliance to the local building codes and municipalities. Two sets of 2x2 cubes should be taken for each days production, so as to evaluate the consistency of the grouting slurry. One set shall be taken in the morning, and one set in the afternoon of each day's production. The natural ground water table was discovered to exist at an elevation of +/ -8.5 feet below the existing natural ground surface at the time of our borings. Fluctuation in the observed groundwater levels should be expected due to rainfall variations, seasonal climatic changes, construction activity and other on -site specific factors An alternative to the aforementioned would be to support the proposed addition with a deep foundation system of helical piers. Based on our standard penetration test borings and borings performed in the area we estimate that a 14 inch foundation anchor installed to a vertical distance of +/ -30 feet below the surface will provide an allowable compressive • capacity of 25 kips. The specific design of the piers should be left Np•: m itje.Speti3lity contractor with respect to depth and load bearing capacity, howeder prrin ht.a,3 ntiysis • indicates that a 14" helix foundation anchor could yield an allowable eogb3rd $iv'e.capaeity of +/ -25 kips. Pier capacity is directly dependant upon helix size and spacing and the subcontractor will be able to provide the most cost effective combination of helix Alps and depths. It is recommended two, (2) test piers be performed per 0.full �r3dL etion;t8 • determine the depth and size of the helical's. : • • • • • •• • • •••• • • • •. • • • • • • • • • • • • • • • • • • .•• THRESHOLD /SPECIAL INSPECTIONS BORINGS, DENSITY ASPHALT CONCRETE & "GE.CWV - I I?IJAliT88 LAtORATORY Page 4. Order #2804261 PIN PILE ALTERNATIVE EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1- 800 - 329 -7645 - "SOIL" The design of the piers should be left up to the speciality contractor with respect to depth and load bearing capacity. Should this laboratory inspect the installation of the helical piers a Foundation Certification will be submitted upon a satisfactorily completion. It is recommended that a deep standard penetration test boring be performed once the design loads are known in order to determine the actual depths of the helical piers. As an alternative to Pressure Grout and /or Helical Piers we recommend that the proposed addition be supported utilizing a foundation system of pin piling. We anticipate that a 3.00 I.D. inch pin pile installed to a depth of approximately thirty -five feet or to refusal conditions will yield an allowable bearing capacity of 10 kips. It is our anticipation based on our borings and on previous experience in this area, that these piling will probably reach refusal conditions at approximately +/-30.0-40.0 feet below grade. Pile length, however should be determined by driving a minimum of two, (2) test piles on the site to determine the pile depth with respect for pile diameter and hammer type. A geotechnical engineering representative from this office or the project engineer shall be represent for the test pile operations and for the remainder of the pin pile procedures for certification purposes. We recommend that these piling have a minimum wall thickness equivalent to schedule 80. The sections of the piling should be welded to the outer collars to insure the structural stability of the piling. Once the piling are installed they may be filled with 3000 psi concrete and attached to the foundations with either embedded reinforcing, or top plates. This decision and detail is the responsibility of the project structural engineer. The piling should be installed with a Rhino Model 140 pneumatic jack hammer, or approved equal, capable of advancing the piling to the required depth. Refusal conditions are determined with less than 0.1 inches of movement in 1 minute of driving. Piling installed in accordance with these recommendations will provide an allowable compressive capacity of 10 kips. Should this laboratory inspect the installation of the pin pile a Foundation Certification will be submitted upon a satisfactorily completion. • • • •• .. •• • • • EXCAVATION, BACKFILL & IN -SITU DENSIFICATION ALTERA • t #'� • ' • • • •• • :•• • As an alternative to the above and with some site consideration, the site may be prepared to support construction designed for an allowable soil bearing capacity of 1200 IN • . • with the following procedures implemented: • • • ••• • • • • • • • • • • • • • THRESHOLD /SPECIAL INSPECTIONS. BORINGS DENSITY ASPHALT CONCRETE & °GE 4M'IV At;TESrWt•LABORATORY EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1- 800 - 329 -7645 -"SOIL" Page 5. Order #2804261 1. Clear, grubb and excavate the proposed building pad area to a minimum depth of +/ -3.0 feet plus and to an extended perimeter of five feet beyond any proposed wall footing or foundation element. Care should be taken so as to insure the complete removal of any deleterious materials found including, but not limited to all vegetation, stumps, roots, foreign material, debris, silts, clays or muck. A geotechnical engineering representative shall inspect and approve the excavation process prior to the next phase of construction. 2. Once the "de- mucking" operations have been accomplished and approved by this laboratory compact the bottom of the excavated area with twenty, (20) overlapping passes of a large static roller, (4-10 tons) a reversible plate compactor or a large walk behind compactor until the bottom 2 feet of the excavation have been compacted in excess of 98% of the material's modified maximum dry density as per AASHTO T -180. Cone penetrometer tests may be substituted for field density tests at the discretion of the geotechnical engineerforthe initial proof roll. Each pass of the roller should overlap the preceding pass by one half of the width of the vibratory drum. Maximum speed of the roller should be 2 ft. /second. For optimum compaction efficiency we recommend that the soils be within +1- -2 % of optimum moisture at the time of densification. 3. Once this has been accomplished and verified by our office or the project engineer the proposed building pad areas may be brought to construction grade in loose lifts not to exceed 18 inches and verified with compaction tests prior to the next lift being placed utilizing a clean granular fill. The fill may be placed in lifts not to exceed twelve inches in compacted thickness. Each lift should be compacted to a minimum density of 98% of the material's modified proctor density as per AASHTO T -180. Clean granular fill shall be construed to mean granular material containing no more than 5% by weight organic and clayey matter and no man -made debris. It shall be free of vegetation, foreign material, roots, fiber, branches, leaves, and should not contain any rock and gravel larger than 3 inches or 50% of the compacted layer thickness. 4. Suitable materials may be stockpiled at the site to be reused after approval and testing by the Engineer. Following and during the clearing and excavation stage the area shall be witnessed by an inspector from this laboratory for approval prior to selective backfilling. No vibration shall take place in the vicinity of any existing structure as this may cause localized damage to nearby existing structures. The above operations shale be wLtne ands. verified by an inspector from this laboratory. The excavated surface WI eat► 4 ; gprbp &eb lift of imported fill material within the footing and slab areas shall be i stet: (4 wytP:9$ of .40 the Soils Modified Maximum Dry Density as per AASHTO DESIGNATION 80•d1spected this laboratory or the engineer and verified with field density - moisture relationships. • .. • • • . • . • .• •. .:•:.•. • ••• • • .... • • •• • .�. • • • • • • • • • • • • • ;•; • • • • THRESHOLD /SPECIAL INSPECTIONS. BORINGS, DENSITY ASPHALT CONCRETE & "GEchilif.N1CAtiotEAINigLr8ORATORY EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1- 800 -329 -7645 - "SOIL" Page 6. Order #2804261 Footing embedment shall be of sufficient depth below the adjacent grade so as to comply with all local and area building codes. Minimum footing widths of 24" and 36" are recommended for continuous wall footings and individual column pads respectfully, although they may not develop the full allowable bearing pressures. For purposes of this report we have anticipated that the proposed bottom of footing elevation will be similar to the elevation of the site at the time of our investigation. Foundation elements may be designed as isolated footings or as a monolithic type of foundation /slab system as long as ample consideration is given to the increased shear stresses inherent in monolithic systems at the slab to footing interface. Surface compaction specifications shall be verified utilizing in place density tests at the frequency of 1 test per 100 If of wall footing, and 1 test per column pad. Slab areas and undisturbed pad lifts may be tested at the frequency of one test per 2500 sf, but in no case less than 3 per lift. The Standard Penetration Test ASTM D-1586 The Standard Penetration Test is the most commonly employed tool utilized to identify in -situ subsurface soil conditions. The "N" values obtained from the boring provide an accurate estimation of internal soil characteristics such as relative density, internal shear strength, angle of internal friction, and the approximate range of the soil's unit weight These "N" values represent the resistance of a 2 inch diameter split spoon sampler driven by a 140 pound hammer free falling 30 inches. Each drive of the 24 inch long split spoon is divided into four six inch increments. The second and third increments are totaled to produce the "N" value found on your report. The Standard Penetration Test also allows for the recovery of soil samples which are returned to our laboratory and visually examined and classified. The SPT samples are available for laboratory testing if requested. Samples are generally held for 90 days unless otherwise directed by the client. An approximate ground water table is obtained from the borehole upon completion of the drilling procedures. This water table is useful in the general evaluatidn ZO*rt4 Thcspit . • • conditions, and may give the contractor some insight into what can ea anti&pateld:di3riipi • . • construction. It should be noted that the ground water level will fiuctuete seaso40,71is. •. level may also be affected by local drawdowns, soil conditions, and the watersheds contribution to the underlying aquifer. It should not be construed to be,A,measurgof tljg polls • • permeability, or of the dewatering characteristics of the site. .• . . ... • • • • • • • • • • • •••• ... ... • • • • •• • 00• • • • •• • • • • • • • • • . • • ••• • • • • • • • • • • • • • • •• • • • •• •• THRESHOLD /SPECIAL INSPECTIONS, BORINGS, DENSITY, ASPHALT CONCRETE & "GEOTECHNICAL "TESTING LABORATORY EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1- 800 - 329 -7645- "SOIL" Page 7. Order #2804261 Although the standard penetration test is one of the most reliable methods used to identify soil characteristics and types, it may only represent a small fraction of the materials actually deposited at the site. As is common industry practice, we have assumed a uniformity of profile between borings to provide a subsoil profile for engineering purposes. This profile is strictly based on the data obtained from the borings, and if unusual or varying conditions are found we should be notified immediately. A test is expressly representative of the immediate location tested, and the reliability of the conclusions are a direct result of the quantity of tests performed. Any variation in location may reveal similarly some changes in the depth, thickness, texture, and conditions of the stratum encountered. Unless specifically stated otherwise, and specifically directed and prearranged by the client, all elevations are taken with respect to the existing ground surface at the time of testing. Boring locations are usually obtained in the field by pacing off distances and approximating right angles to landmarks and property corners. More precise locations may be obtained from on site surveys and placement of the boring locations by a Land Surveyor, Registered in the State of Florida. These services are provided at additional costs and are beyond the scope of this report. The data presented herein was obtained for the specific purposes stated in this report, and should not be misconstrued to apply to any other circumstance, project, or ancillary use unless so specified and addressed by the engineer of record. Thank you for using EASTCOAST TESTING AND ENGINEERING, Inc., for your geotechnical needs. Should you need further assistance with this or any other project, please contact this office. Respectfully Submitted; EASTCOAST TESTING & ENGINEERING, INC. Certificate of Authorization #3425 Etienne P iihe e, P.E. State of Florida #44316 f:IdatalrwpdocsUab12804261.cs 1 .• •. • • • • • .• • • • Craig S. Smith, President •• ••• •• • • • •• • • •• • • •• • • • • • • • • • •••• •• • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • •.• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • THRESHOLD /SPECIAL INSPECTIONS, BORINGS, DENSITY ASPHALT, CONCRETE & "GEOTECHNICAL "TESTING LABORATORY EASTCOAST TESTING & ENGINEERING, INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1 -800- 3297645 (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST.ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CA # 3425 • •• ••• • • • • • •• • • • • • • • •• • ••• • • • • • • • ETIENNE PROPHETE, P.E. CRAIG SMITH, PRESIDENT : ••• • • •.. •. •• • • ••• • . • • • STATE OF FLORIDA #44316 ... ... • • ▪ • • • • . • • •• • THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVti b1L • • • • • • • • • EASTCOAST TESTING & ENGINEERING. INC. • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • THRESHOLD /SPECIAL INSPECTIONS, BORINGS, DENSITY ASPHALT. CONCRETE & "GEOTECHNICAL °TESTING LABORATORY CVO: LABORATORY PROJECT BORING C.O.D.: PO #: BORING NUMBER: CUSTOMER CREW CHIEF: DRILL RIG NUMBER: PROJECT: LOCATION: LOCATION: GROUND 2804261A OFFICE FAX #: 954 -971 -8872 #: DRILLER: #: CASING: 1 CLIENT: KITCHEN & BATH GALLERY PROPOSED ADDITION HE 62 NW 108th STREET, MIAMI SHORES, FL RM APPROX. 1' SOUTH & 18' WEST OF EXISTING SE BUILDING CORNER HH WATER: 8.5' DATE: 11/18/08 ELEV: N/A SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: 1 PAGE NUMBER: 1 N VALUES HAND HAMMER FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 1 1 Dark brown fine- medium grained sand, some root and trace of organics [0 -1.57 1+ HAND AUGER 2 5 9 3 2 White fine medium grained sand (1.5 -4.57 4 8 7 4 7 6 5 3 Dark brown fine- medium grained sand (4.5 -5.57 3 7 6 5' 6 _ 5 7 4' Light tan fine- medium grained sand (5.5-107 6 8' 11 8 11 9 10 9 _ 6 12 10 12 14 11 BORING TERMINATED AT 10' 12 13 14 15 _ 16 STANDARD PENETRATION TEST BORING: $LOWS PER FOOT ON 2° O.D. SAMPLER WITH 35 LB. HAND HAMMER FALLING 30' EASTCOAST TESTING & ENGINEERING, INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1 -800- 3297645 (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST.ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CA # 3425 • •• ••• • • • • • •• • • • • • • • •• • ••• • • • • • • • ETIENNE PROPHETE, P.E. CRAIG SMITH, PRESIDENT : ••• • • •.. •. •• • • ••• • . • • • STATE OF FLORIDA #44316 ... ... • • ▪ • • • • . • • •• • THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVti b1L • • • • • • • • • EASTCOAST TESTING & ENGINEERING. INC. • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • THRESHOLD /SPECIAL INSPECTIONS, BORINGS, DENSITY ASPHALT. CONCRETE & "GEOTECHNICAL °TESTING LABORATORY RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CA. # 3425 ETIENNE PROPHETE, P.E. STATE OF FLORIDA #44316 EASTCOAST TESTING & ENGINEERING, INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1- 800 - 3297645 (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. •• •• • • • • • • • • • • • • • • • • .. ••• •. • • • •• CRAIG SMITH, PRESIDENT : ••• • • .. •. • .• • • ••• • • • • • • •• • • • • • ••• ••• ••• • • • • •• • THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM ETE IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZ4TIORl IIi PRdal5Eg1 : • • AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. • • • • • • •• •• • • • •• •• ••• • • • ••. • • THRESHOLD /SPECIAL INSPECTIONS, BORINGS DENSITY ASPHALT CONCRETE & "GEOTECHNICAL "TESTING LABORATORY CVO: LABORATORY PROJECT BORING C.O.D.. PO#: BORING NUMBER: CUSTOMER CREW CHIEF: DRILL RIG#: NUMBER: PROJECT: LOCATION: LOCATION: GROUND 2804261B OFFICE FAX #: 954-971 -8872 #: DRILLER: CASING: 2 CLIENT: KITCHEN & BATH GALLERY PROPOSED ADDITION HE 62 NW 108th STREET, MIAMI SHORES, FL RM APPROX. 8' SOUTH OF EXISTING SW BUILDING CORNER F - 250 WATER: 8.5' DATE: 11/18/08 ELEV: N/A 3" NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: 2 PAGE NUMBER: 1 N VALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 1 1 Dk brown fine -med. gr. sand, little limerock frag 8 tr organics 10-1° 4 2 1 2 2 White fine - medium grained sand 11=47 3 1 3 4 2 2 4 2 1 5 3 Dark brown fine - medium grained sand 14'-5.57 3 1 1 6 2 1 , 7 4 Light brown fine- medium grained sand (5.5 -87 4 2 2 8 2 1 9 5 Light brown fine- medium grained sand j8 2 1 1 10 1 2 11 4 2 2 12 2 2 13 6 Tan fine medium grained sand and trace of limerock fragments 112'-'I 67 BORING CONTINUED 5 3 3 14 2 3 15 9 4 4 16 5 5 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CA. # 3425 ETIENNE PROPHETE, P.E. STATE OF FLORIDA #44316 EASTCOAST TESTING & ENGINEERING, INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1- 800 - 3297645 (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. •• •• • • • • • • • • • • • • • • • • .. ••• •. • • • •• CRAIG SMITH, PRESIDENT : ••• • • .. •. • .• • • ••• • • • • • • •• • • • • • ••• ••• ••• • • • • •• • THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM ETE IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZ4TIORl IIi PRdal5Eg1 : • • AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. • • • • • • •• •• • • • •• •• ••• • • • ••. • • THRESHOLD /SPECIAL INSPECTIONS, BORINGS DENSITY ASPHALT CONCRETE & "GEOTECHNICAL "TESTING LABORATORY + . • 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD., - SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1- 800 - 3297645 (SOIL) - (561) 4718220 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 CVO: C.O.D.: LABORATORY NUMBER: 2804261B1 OFFICE FAX #: CLIENT: KITCHEN & BATH GALLERY PROJECT: PROPOSED ADDITION PROJECT LOCATION: 62 NW 108th STREET, MIAMI SHORES, FL BORING LOCATION: APPROX. 8' SOUTH OF EXISTING SW BUILDING CORNER GROUND WATER: 8.5' DATE: 11/18/08 ELEV: WA NOTE: SURVEY NOT GIVEN UNLESS NOTED: DEPTH SAMPLE BORING NUMBER: 2 FEET NUMBER VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 PO#: 954-971 -8872 BORING NUMBER: 2 CUSTOMER #: CREW CHIEF: HE DRILLER: RM DRILL RIG#: F-250 CASING: 3" B.E.G: BELOW EXISTING GRADE PAGE NUMBER: 2 LOCATIONS ARE APPROX UNLESS STAKED N VALUES BLOWS ON SPT 17 18 19 20 21 22' 23 24 25 26 27 28 29 30' 31 32 7 Dark tan fine- medium grained sand [16'-207 BORING TERMINATED AT 20' 17 21 6 9 10 9 8 11 12 STANDARD PENETRATION TEST BORING: ,BLOWS PER FOOT ON 2" O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM 01586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER. ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CA # 3425 ETIENNE PROPHETE, P.E. STATE OF FLORIDA #44316 EASTCOAST TESTING & ENGINEERING INC. CRAIG SMITH, PRESIflENT. •• ••• • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • •• • • ••• • • • • • • • • •• • •. .... ••• ••• • • • •• • THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORI ACION #,S PROWS D • • AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. ; ; • • • • • : : • • • • • • • • • • • •• •• • • • •• •• THRESHOLD /SPECIAL INSPECTIONS, BORINGS, DENSITY ASPHALT, CONCRETE & "GEOTECHNICAL "TESTING LABORATORY RECEIVED 2 2009 T TESTING & ENGINEERING INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 POMPANO BEACH, FLORIDA 33073 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 LABORATORY NUMBER: 2901685 CLIENT FAX NUMBER: CLIENT: DANIEL GREEN PROJECT: 62 NW 108th STREET, MIAMI, FL CONTRACTOR: DANIEL GREEN SOIL DESCRIPTION # 1: BROWN FINE - MEDIUM GRAINED SAND AND LITTLE UMEROCK SOIL DESCRIPTION # 2: AREAS TESTED: PROPOSED ADDITION, 2ND LIFT PERFORMED BY: COREY REPORTED TO: 2 CLIENT ' PROCTOR VALUE #1 - PCF: PROCTOR VALUE #2 - PCF: acct ►� rc nc rc�r� ETIENNE PROPHETE, P.E. STATE OF FLORIDA #44316 I 108.41 NOTE: STANDARDS FOR METHOD OF TEST: ASTM D2922 RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., C.A. # 3425 FIELD DENSITY TEST OPTIMUM MOISTURE OPTIMUM MOISTURE CUSTOMER #: PROJECT NUMBER: � C-10--o8 - 1$2(e 4361 OKEECHOBEE BLVD., - SUITE A -5 WEST PALM BEACH, FLORIDA 33409 1- 800 - 3297645 (SOIL) - (561) 4718220 ON: 09/14/09 ON: 09/16/09 Piro CRAIG S. SMITH, PRESIDENT 1 12.5 ILAB B ## 12901685P TEST RESULTS INDICATE THE TOTAL DEPTH BELOW EXISTING GRADE AT PROBE DEPTH ONLY AND DOES NOT REFLECT THE SOILS BEARING CAPACITY FOR FOUNDATION DESIGN/CERTIFICATION AS STANDARD PENETRATION TEST BORINGS WOULD DETERMINE. THRESHOLD /SPECIAL INSPECTIONS, BORINGS, DENSITY. ASPHALT CONCRETE & "GEOTECHN!CAL"TESTING LABORATORY raVV TEST LOCATIONS PROBE INCHES MOISTURE PERCENT DRY DENSITY PCF % FIELD COMPACTION PERCENT REQUIRED 1 2ND NW CORNER OF PAD AT VVEST HALF AT -36" TO -4.8" 12 10.1 107.6 99.3 98 2 2ND SW CORNER OF PAD AT WEST HALF AT -36" TO -48" 12 9.3 107.1 98.8 98 3 1ST NE CORNER OF PAD AT EAST HALF AT -48" TO -60" 12 10 107.9 99.5 98 4 1ST SE CORNER OF PAD AT EAST HALF AT -48" TO -60" 12 10.7 108 99.6 98 5 2ND NE CORNER OF PAD A EAST HALF A -36" TO -48" 12 10.1 108.4 100.0 98 6 2ND SE CORNER OF PAD AT EAST HALF AT -36" TO -48" 12 9.4 107.2 98.9 98 7 0.0 8 0.0 9 0.0 10 0.0 11 0.0 CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED BF: BACKFILL S: SUBGRADE BC: BASE COURSE NG: NATURAL GROUND F: FOOTING CP: COLUMN PAD BG: BELOW GRADE FG: FINAL GRADE OTHER: RECEIVED 2 2009 T TESTING & ENGINEERING INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 POMPANO BEACH, FLORIDA 33073 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 LABORATORY NUMBER: 2901685 CLIENT FAX NUMBER: CLIENT: DANIEL GREEN PROJECT: 62 NW 108th STREET, MIAMI, FL CONTRACTOR: DANIEL GREEN SOIL DESCRIPTION # 1: BROWN FINE - MEDIUM GRAINED SAND AND LITTLE UMEROCK SOIL DESCRIPTION # 2: AREAS TESTED: PROPOSED ADDITION, 2ND LIFT PERFORMED BY: COREY REPORTED TO: 2 CLIENT ' PROCTOR VALUE #1 - PCF: PROCTOR VALUE #2 - PCF: acct ►� rc nc rc�r� ETIENNE PROPHETE, P.E. STATE OF FLORIDA #44316 I 108.41 NOTE: STANDARDS FOR METHOD OF TEST: ASTM D2922 RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., C.A. # 3425 FIELD DENSITY TEST OPTIMUM MOISTURE OPTIMUM MOISTURE CUSTOMER #: PROJECT NUMBER: � C-10--o8 - 1$2(e 4361 OKEECHOBEE BLVD., - SUITE A -5 WEST PALM BEACH, FLORIDA 33409 1- 800 - 3297645 (SOIL) - (561) 4718220 ON: 09/14/09 ON: 09/16/09 Piro CRAIG S. SMITH, PRESIDENT 1 12.5 ILAB B ## 12901685P TEST RESULTS INDICATE THE TOTAL DEPTH BELOW EXISTING GRADE AT PROBE DEPTH ONLY AND DOES NOT REFLECT THE SOILS BEARING CAPACITY FOR FOUNDATION DESIGN/CERTIFICATION AS STANDARD PENETRATION TEST BORINGS WOULD DETERMINE. THRESHOLD /SPECIAL INSPECTIONS, BORINGS, DENSITY. ASPHALT CONCRETE & "GEOTECHN!CAL"TESTING LABORATORY 'PROCTOR PROCTOR VALUE #2 - PCF: 1 RESULTS OF TESTS: PASS 108.41 OPTIMUM MOISTURE % OPTIMUM MOISTURE % 1 12.5 ILAB B I2901685P I TEST # LIFT # TEST LOCATIONS PROBE INCHES MOISTURE PERCENT DRY DENSITY PCF % FIELD comracnoN PERCENT REQUIRED 1 2ND NW CORNER OF PAD AT WEST HALF AT -36" TO -48" 12 10.1 107.6 99.3 98 2 2ND SW CORNER OF PAD AT WEST HALF AT -36" TO -48" 12 9.3 107.1 98.8 98 3 1ST NE CORNER OF PAD AT EAST HALF AT -48" TO -60" 12 10 107.9 99.5 98 4 1ST SE CORNER OF PAD AT EAST HALF AT -48" TO -60" 12 10.7 108' 99.6 98 5 2ND NE CORNER OF PAD AT EAST HALF AT -36" TO -48" 12 10.1 108.4 100.0 98 6 2ND SE CORNER OF PAD AT EAST HALF AT -36" TO -48" 12 9.4 107.2 98.9 98 7 0.0 8 0.0 9 0.0 10 0.0 11 0.0 12 0.0 13 0.0 14 0.0 15 0.0 CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED * BF: BACKFILL S: SUBGRADE BC: BASE COURSE NG: NATURAL GROUND F: FOOTING CP: COLUMN PAD BG: BELOW GRADE FG: FINAL GRADE OTHER: Ql EASTCOAST TESTING & ENGINEERING, INC. 4100 NORTH POWERLINE ROAD - SUITE G -1 POMPANO BEACH, FLORIDA 33073 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 FACSIMILE # (954) 971 -8872 ESTABLISHED 1981 LABORATORY NUMBER: 2901685 NOTE: STANDARDS FOR METHOD OF TEST: ASTM D2922 RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., C.A. # 3425 ETIENNE PROPHETE, P.E. STATE OF FLORIDA #44316 FIELD DENSITY TEST CUSTOMER #: PROJECT NUMBER: CLIENT FAX NUMBER: CLIENT: DANIEL GREEN PROJECT: 62 NW 108th STREET, MIAMI, FL CONTRACTOR: DANIEL GREEN SOIL DESCRIPTION # 1: BROWN FINE - MEDIUM GRAINED SAND AND LITTLE LIMEROCK SOIL DESCRIPTION # 2: AREAS TESTED: PROPOSED ADDITION, 2ND LIFT PERFORMED BY: COREY REPORTED TO: 2 CLIENT 4361 OKEECHOBEE BLVD., - SUITE A -5 WEST PALM BEACH, FLORIDA 33409 1 -800- 3297645 (SOIL) - (561) 4718220 ON: 09/14/09 ON: 09/16/09 TEST RESULTS INDICATE THE TOTAL DEPTH BELOW EXISTING GRADE AT PROBE DEPTH ONLY AND DOES NOT REFLECT THE SOILS BEARING CAPACITY FOR FOUNDATION DESION/CERTIFICATION AS STANDARD PENETRATION TEST BORINGS WOULD DETERMINE 071 CRAIG S. SMITH, PRESIDENT THRESHOLD /SPECIAL INSPECTIONS. BORINGS DENSITY ASPHALT CONCRETE & "GEOTECHNICAL "TESTING LABORATORY ESTABLISHED 1981 PROCTOR COMPACTION TEST PO #: N/A CLIENT: DANIEL GREEN LABORATORY #: 2901685P PROJECT: PROPOSED ADDITION JOB ADDRESS: 62 NW 108th ST., MIAMI SHORES, FL. DATE: SEPTEMBER 16, 2009 SAMPLED BY: C. MONTGOMERY ON: SEPTEMBER 14, 2009 TESTED BY: C. SMITH ON: SEPTEMBER 15, 2009 SAMPLE DESCRIPTION: BROWN FMGS LITTLE LIMEROCK SAMPLE LOCATION: PAD FILL MATERIAL RESULTS OF TEST: THE FOLLOWING PROCTOR TEST WAS PERFORMED IN ACCORDANCE WITH ASTM DESIGNATION D1557 USING A 10 POUND RAMMER AND AN 18 INCH DROP: AASHTO T -180 DRY DENSITY PERCENT MOISTURE WET DENSITY - PCF LBS /CUBIC FT POINT #1 8.0 112.1 103.7963 POINT #2 10.0 116.2 105.6364 POINT #3 11.0 119.0 107.2072 POINT #4 12.5 122.0 108.4444 POINT #5 13.9 1 122.1 107.1993 MAXIMUM DRY DENSITY PCF: 108.4 SPECIFIC GRAVITY: SOIL CLASSIFICATION: N/A OPTIMUM MOISTURE CONTENT %: 12.5 N/A NOTES:REMARKS: BORINGS #2804261 RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING INC., CA #3425 � 6 PROCTOR ANALYSIS ASTM DES . D -1557 METHOD C 123 , 109 121 -119 117 115 113 -111 109 w 108 107 ETIENNE PROPHETE, P.E. STATE OF FLORIDA #44316 trl sal6 106 cl 104 H I 1 1 10 if 102 8.0 10.0 11.0 12.5 13.9 a MOISTURE CONTENT % CRAIG SMITH, PRESIDENT WET DENSITY - kg: DENSITY- • }PCF �PCF • EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 4361 Okeechobee BLVD... - Suite A-5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 (800) 329 -7645 (SOIL) - (561) 471 -8220 FACSIMILE #954- 9718872 THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL LABORATORY ESTABLISHED 1981 PROCTOR COMPACTION TEST PO #: N/A CLIENT: DANIEL GREEN LABORATORY #: 2901685P PROJECT: PROPOSED ADDITION JOB ADDRESS: 62 NW 108th ST., MIAMI SHORES, FL. DATE: SEPTEMBER 16, 2009 SAMPLED BY: C. MONTGOMERY ON: SEPTEMBER 14, 2009 TESTED BY: C. SMITH ON: SEPTEMBER 15, 2009 SAMPLE DESCRIPTION: BROWN FMGS LITTLE LIMEROCK SAMPLE LOCATION: PAD FILL MATERIAL RESULTS OF TEST: THE FOLLOWING PROCTOR TEST WAS PERFORMED IN ACCORDANCE WITH ASTM DESIGNATION D1557 USING A 10 POUND RAMMER AND AN 18 INCH DROP: AASHTO T -180 DRY DENSITY PERCENT MOISTURE WET DENSITY - PCF LBS /CUBIC FT POINT #1 8.0 112.1 103.7963 POINT #2 10.0 116.2 105.6364 POINT #3 11.0 119.0 107.2072 POINT #4 12.5 122.0 108.4444 POINT #5 13.9 122.1 107.1993 MAXIMUM DRY DENSITY PCF: 108.4 SPECIFIC GRAVITY: SOIL CLASSIFICATION: N/A OPTIMUM MOISTURE CONTENT %: 12.5 N/A NOTES:REMARKS: BORINGS #2804261 RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING INC., CA #3425 d1v PROCTOR ANALYSIS ASTM DES . D -1557 METHOD C - 123 w 109 , -121 119 117 113 111 109 w 108 t 107 ; STATE OF FLORIDA #44316 age ETIENNE PROPHETE, P.E. a �'�� 106 9 p� N 10 a 102 8.0 10.0 11.0 125 13.9 A MOISTURE CONTENT % CRAIG SMITH, PRESIDENT I Ar . DRY DENSITY- WETPCF DENSITY - PCF • EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 4361 Okeechobee BLVD... - Suite A -5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 (800) 329 -7645 (SOIL) - (561) 471 -8220 FACSIMILE #954 - 9718872 THRESHOLD /SPECIAL INSPECTIONS, SOIL, BORINGS, DENSITIES, ASPHALT, CONCRETE & GEOTECHNICAL LABORATORY MASTER BEDROOM EXPANSION AND BATH REMODELING Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until t Inspection Number: INSP - 153623 Permit Number: RC -10 -08 -1826 1 Inspection Date: November 23, 2010 Inspector: Hernandez, Rafael Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments November 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Addition /Alteration Phone Number (305)762 -5638 Parcel Number 1121360110140 Page 1 of 1 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTYON AMID FINAL APPROVAL PeektitT 10 o - 1ISm 3 APPLICANT : Daniel Greene AGENT: A American Plumbing PROPERTY ADDRESS s 62 NW 108 St Miami, FL 33188 LOT: SUBDTVI8 TON: (0Z) (02] (09) [041 ( (061 107) (08) [091 COMMOOts : too/too TAIL( INSTALLATION DS 5/762S!9 TANK SIZE [1] 900.00 121 TA= MATERIAL Concrete OUTLET DEVICE >TI- CHA469ERED N 3 OUTLET FILTER Zabel LEGEND 1. a8- 0•5.04DC3 wATERTIGGT LEVE2, DEPTB TO LID DRAINFIELf INSTALLATION (10] AREA (11 255 (11] n!BTRIasOTIOR BOX (121 LEER or DR/USURER (133 DRAINLINE SEPARATION (163 DRAINLINE SLOPE [ls] DEPTH OF COVER [16] ELEVATION [ ABOVE / 117) SYSTEM LOCATION (181 1/08IN0 z'me8 (19] AGGREGATE SIZE 1201 AGGREGATE EX= pays PINES (21) AGGREGATE DEPTH FILL / EXCAVATION MATERIAL [22] TILL AMOUNT (23] FILL TEXTUOE (241 ibccAVATION DEPTH (25] AREA REPLACED (263 REPLAC>P MATERIAL VIRAL 8I< :, [( APPROVED (/ DIS PROVED 3. (Et�leweAon gam pal NSW 8 Cu. (Dods Dowdy Emil 1� DH 4016, 08/09 (Obaol.too 011 pr vieie editions which say not be used) s rd v n I se 64E- 6.003, SAC 4 MD970 SN DaW6Ave v 1.0.1 2, 121 HEADER 1. 2QQ 2. BELOIT r I STOCK: ail 3:D$ : 11 2136011 .0140 SOFT X 110s 86.08 AP619343 SETBACKS (27] 1291 (29] 1303 (311 (321 (331 (3 1351 FELLED / MOUND SYSTEM [36] DRA IE= COVER 1371 SHOULDERS (30) SLOPES 1391 9TAeuIZAT1ON ADDITIONAL iNWORl'ATION Dade PROVED It Ronald Sewn (Dodo County EnrtroMnental MUIUij ... APPLICATION M AP919343 PERMIT 0: 13 -SC- 978951 DOCtimeNT 0: FI758708 DAT! PASn = 04/16/2009 TEE mats :375.00 RECEIPT 0 :13 -PID- 1 111094 1 -- . • r1trL.�i. T 1121 BVIi$AC6 ti mu% DITCHES PRIVATE WELLS Pt1BLZC WELLS IRRIGATION WALLS POTABLE WATER BUILDING FOUNDATIONS PROPERTY L/NEs OTHER [401 =OBSTRUCTED AREA (411 EM MA= amber 1421 ALARtds (43] MAINTENANCE AGREEMENT (44) (WILDING AREA [451 LOCATION CONPORH$ WITH SITE PLAN (463 FINAL SITE GRADING 1471 CONTRACTOR William M Woodard (A AmeriC (483 OTHER ARDS ARC 24 ABAlN2 1491 me nun* 1501 TANK CRUSHED s FILLED FT FT FT FT FT 48 6T 7.5 TT 6 8'T FT OATH: 08110/2009 DATE: 08/10/2009 MIA £o:01, 010Z /C0/LL MASTER BEDROOM EXPANSION AND BATH REMODELING Passe Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP - 153626 Permit Number: RC -10 -08 -1826 J Inspection Date: November 23, 2010 Inspector: Dacquisto, David Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments November 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Addition /Alteration Phone Number (305)762 -5638 Parcel Number 1121360110140 Page 1 of 1 1111111111111111111111111111111111111 1111 1111 KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned DeAAA -t Q.l. ,- • agree is /are the fee simple owner(s) of the follo ing described property ( "Property") situated and being in Miami Shores Village, Florida: Lot(s) Block L4 t of Dvhfftngq Multi Skeie4 gi-f1J0 "j (Subdivision), according to the plat thereof, as recorded in the Plat Book Page of the Public Records of Miami -Dade County, Florida, (address) L0 Z. 1.1W and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he /she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his /her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect. IN WITNESS WHEREOF, t e undersigned has /have caused on this if • .y of � , � � , 200 . WITNESS(ES) Signature and Print Signature and Print Restrictive Covenant Declaration of Use Prepared by: 'd1 A • 8W,V\ STATE OF FLORIDA COUNTY OF MIAMI -DADE DECLARATION OF USE CFN 2009F:11652668 OR Bk 27006 P9 4201 f tips) RECORDED 09/09/2009 15 :24:27 HARVEY RUVIth CLERK OF COURT MIAMI-GAGE COUHT'Yr FLORIDA LAST PAGE hand(s) and seal(s) to be affixed hereto Signature ; P � c?C ' and Print Signature and Print e Q341 ill A - Co, w_Rivi (type of identification) as olunt -rily, for purposes therein , 2009 . I HEREBY CERTIFY that on this day p\sgnar ppearp b fore. who is personally known to me or has produced 1 �J `1° �J identification and he /she acknowledge that he /sh executed the foregoing, freely d expressed. SWORN TO AND SUBSCRIBER me on this NOTARY PUBLIC OF 1 EOI UDA Clench V. duos My commission expires: ((. )cam #1,1)717923 J `J ' 11,0 +•, * &Fates SEP. 23, 2011 VAS TMA`Ckiid @ MING Ca DM day of AUBLIC, STATE OF FLORIDA o 82 c A , A MASTER BEDROOM EXPANSION AND BATH REMODELING Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: I NS P- 153625 Permit Number: RC -10 -08 -1826 1 Inspection Date: November 23, 2010 Inspector: Bruhn, Norman Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Project <NONE> Miami Shores, FL 33138- Contractor: HOME OWNER Building Department Comments November 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number (305)762 -5638 Parcel Number 1121360110140 Page 1 of 1 stephenbrasgalla architect, p.a. LETTER OF CERTIFICATION Date: November 11, 2010 To: Building Department Miami Shores Village 10050 Northeast 2 Avenue Miami Shores, Florida 33138 Tel. 305 - 795 -2204 Fax. 305 - 756 -8972 Re: Permit No. 08 -1826 Green residence 62 Northwest 108 Street Miami Shores, Florida 33168 Dear Plan Reviewers & Inspectors, I am the Architect of Record for the above project. I have also been retained by the Contractor and the Owner as a Special Inspector for limited portions of the work. I have inspected the installation on numerous occasions throughout the various stages of construction, at required times, and to observe certain specialty installations. I find the masonry structure, the truss installation and anchorage, and the specialty items including conventional hand framing to be in compliance with the approved plans and with the Florida Building Code 2007 (with 2009 supplements) and all applicable codes, regulations, and ordinances. I hereby certify the required compliance of the completed project, to the best of my knowledge, experience, and the standards of professional practice. Thank you for your kind attention to this matter. If I can provide any additional information, please let me know. Please add this letter to the permanent permit record for the job. Best regards, tephen Brasgalla, Architect 6991 West Broward Boulevard Suite 100 Plantation, Florida 33317 954.614.3801 Florida License No. AR12239 MASTER BEDROOM EXPANSION AND BATH REMODELING Passed ` Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until M nspection Number: INSP - 153622 Permit Number: RC -10 -08 -1826 1 Inspection Date: November 23, 2010 Inspector: Bruhn, Norman Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Miami Shores, FL 33138- Project <NONE> Contractor: HOME OWNER Building Department Comments November 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition /Alteration Phone Number (305)762 -5638 Parcel Number 1121360110140 Page 1 of 1 PEST CONTROL, INC. Authorized Signature License # JB 1752 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.1.7) Daniel Green (786) 991 -7922 62 NW 108 Street, Miami Shores, FL 33168 Residence Addition Permit # RC -10 -08 -1826 Method iTermite Treatment Prevention Treatment- soil barrier wood treatment, bait system, other (describe) The building lids received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954- 584 -8588 • 1- 800 - 749 -8588 • FAX: 954 - 584 -6117 MASTER BEDROOM EXPANSION AND BATH REMODELING Passe //-(2.2- Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 153621 Permit Number: RC -10 -08 -1826 1 Inspection Date: November 23, 2010 Inspector: Bruhn, Norman Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments November 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number (305)762 -5638 Parcel Number 1121360110140 Page 1 of 1 KELLY INSULATION, INC 5340 WEST STATE ROAD 84, BAY 9 DA VIE, FL 33314 OFFICE 954 -791 -1373 FAX 954 - 583 -1501 INSULATION INSTALLATION CERTIFICATE DATE: 1 1-- I- ‘C) PERM 1'1'u LOT: BL1<: He undersigned hereby certifies that insulation has been installed in the above described property ai 1 'O:U3y 04 ( 1 1ArW RE: IA MA) ‘OBE 1. Exterior CBS4siU has beeu iusu with: to a thickness of inches, which thickness, according to C , will yield an "R" value 014 • Manufacturer 2. Ceiling Rad Knee -walls has been iusulated with: to a thickness of ICON. inches, which thickness, according to 0 C.yatii 1 yield an "R" value of3 Q Manufacturer 3. Underside of roof deck has been i. ith: to a thickness of i wbicb thickness, according to will yield an "R" value of Manufacturer 4. Garage ceiling has been ius with: w a thickness of ucbes, which thickness, a ccording to will yield an "R" value of Manufacturer 5. Garage partition walls huv to a thickness of according to Manufacturer 6. Exterior frame walls have to a thickness of according to Manufacturer 7. Interior partiti u,walls have been insulated with: to a thickness of V). inches, which thickness, according to 0hnhyc orn 4. will yield au "R" value of Manufacturer OENERA.L CONTRACTOR NUMBER ::i:NEkAL CONTRACTOIVI3U1LDLlt n insulated with: Inches, which thickness, will yield au "R" value of Insulated with: cbes, which thickness, will yield an "R" value of COMPETENCY NUMBERS Broward: 95- 7675 -1 -X Dade:'96BS00032 Palol Beach: [) -17714 Monroe: SP2066 Collier: 21000 St. Lucie: 18393 Martin: SP03742 Indian River: 144-40 ( 'Foil ( ) Fiberglass Blanket ( ) Sewi- Ridged insulation ( ) Ridged insulation ( fiberglass Blanket ( ) Fiberglass Loose Fill ( ) Other ( ) Fiberglass Blanket ( ) Spray Foant ( ) Other ( ) Fiberglass Blanket ( ) Fiberglass Loose Fill ( ) Other ) Fiberglass Blanket ( ) Other ( ) Fiberglass Blanket ( ) Oilier ( ) Spray Foa fiberglass Blanket ( ) Rock Wool Blanket ( ) Other MASTER BEDROOM EXPANSION AND BATH REMODELING Passed , W / Inspector Comments F., Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 153620 Permit Number: RC -10 -08 -1826 1 Inspection Date: November 23, 2010 Inspector: Bruhn, Norman Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments November 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number (305)762 -5638 Parcel Number 1121360110140 Page 1 of 1 B4. Map/Panel Number 12086CO302 B5. Suffix L B6. FIRM Index Date 09/11/2009 B7. FIRM Panel Effective /Revised Date 09/11/2009 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name DANIEL GREEN A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 62 NW 108 ST A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 6, Block 211, of DUNNINGS MIAMI SHORES EXTENSION NO. 7, Plat Book 52, Page 33,Folio#: 1121360110140 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat 25° 52' 25.95" Long. 80° 11' 57.56" A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1575.00 sq ft b) No. of permanent flood openings in the crawlspace or endosure(s) within 1.0 foot above adjacent grade 10 c) Total net area of flood openings in A8.b 1224.00 sq in d) Engineered flood openings? ❑ Yes ® No B1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FL B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date N/A ❑ CBRS ❑ OPA C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction' ® Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized MDC B.M# N- 397 - RVertical Datum NGVD 1929 Conversion/Comments N/A a) b) c) d) e) 9 9) h) City MIAMI SHORES State FL ZIP Code 33168 Signature ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Top of bottom floor (including basement, crawlspace, or enclosure floor) 10.93 . Top of the next higher floor 12.61 . Bottom of the lowest horizontal structural member (V Zones only) N/A . Attached garage (top of slab) N/A . Lowest elevation of machinery or equipment servicing the building 11.18 . (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) 10.90 . Highest adjacent (finished) grade next to building (HAG) 11.16 . Lowest adjacent grade at lowest elevation of deck or stairs, including 10.90 . structural support Title PROFESSIONAL LAND SURVEYOR Company Name NOVA SURVEYORS, INC. Address 5582 N.W. 7TH REET, SUIT 202 FEMA Form 81 - 31, Mar 09 See reverse side for continuation. Check the measurement used. ® feet ® feet ® feet ® feet ® feet ® feet feet ® feet SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.) understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑ No Certifier's Name ROBERT IBARRA6437 License Number 6437 City MIAMI State FL Date 11/02/2010 Telephone (305) 264-2660 OMB No. 1660 -0008 Expires March 31, 2012 For Insurance Company Use Policy Number Company NAIL Number . `' RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage 320.0 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings In A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No ❑Yes ® No ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) t1 -02..-1 0 Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 62 NW 108 ST City MIAMI SHORESState FL ZIP Code 33168 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Section C 2(e) Lowest Ele 4acbiOery is NC pad. Lat.& long. Provided By Google Earth Crown of Road Elevation = 10.63 FT Signature ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name DANIEL GREEN Address 62 NW 108 ST City MIAMI SHORES State FL ZIP Code 33168 Signature Comments ❑ Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. GI . ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Date 11/02/2010 SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION Date Telephone SECTION G - COMMUNITY INFORMATION (OPTIONAL) Title Telephone Date For Insurance Company Use Policy Number Company NAIL Number Replaces all previous editions Inspection Number: INSP - 140459 Scheduled Inspection Date: September 09, 2010 Inspector: Perez, JanPierre Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Miami Shores, FL 33138- Project: <NONE> Contractor: AMP A/C AND REFRIGERATION INC Building Department Comments September 08, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762-4949 Permit Number: MC- 4- 10-616 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New A/C System Phone Number (305)762 -5638 Parcel Number 1121360110140 Phone: (954)733 -3083 NEW INSTALLATION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 3of31 Miami Shores Village BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name e i4 Contractor's is Ad s � �1✓ <• City E - ^'a'� Qualifier Name Contact Phone atwi 0 - 7 ( p mt. tom Architect /Engineer's Nam fte V ale« Work F Type of Wor s✓ Deenibe Submittal Fee $ Notary $ Scanning $ ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Radon $ Permit Fee $ 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 Owner's Name (Fee Simple Titleholder) DC— 6 &Ire"& 14 Phone # 3 1 \ V " 6 S Owner's Address I, 1p Z � t) 1 a 5� City V 1 a wl t Ve c State L-- Zip 33 I ( , (Z IJW County State Certificate or Registration No. 1 - ,4 C < Training /Education Fee $ t 0s Miami -Dade NO ` etcy 3,3 -3 or s' State ti 4 Zip 3 37 / Certificate of Competency No. d E'� 29"5- E -mail ['Alteration able) Phone # Square / Linear Footage Of Work: El ‘w DPBR $ Double Fee $ Violation date: Structural Review. $ Permit No. I V K / tQ (0,1/(D Master Permit No. RC - 10 -0--) '24 5`I Phone # 30S - -7CZ - SG3 ZS CCF $ Total Fee Now Due $ Zip 35110 � AUG 2 72010 Flood Zone Phone # 7 3 t! f rr ❑ Repair /Replace ❑ Demolition I *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Technology Fee $ Bond $ See Reverse s CO /CC $ 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 MR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu �LL4�!/ Contract tt The for- going in trume was a wledged of r me this t23 The foregoing instrument was acknowledged before me this day of _ M , 20 �,by (AAr r , day of ,20 , by who is erso ally known to me or who has produced l , who is personally known to me or who has produced 42-2:1) II 4 -2 - RQ ..identification and who did take an oath. as identification'and who did take an oath. NOT t PUBLI Sign: Print: My Commission Expir * * * * * * * * * * * * * * * * * * ** APPROVED BY Owner or Agent (Revised 07 /10 /07)(Revised 06/10/2009) ns Examiner Engineer Signature Sign: Print: My Co NOTARY PUBLIC: *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning Clerk checked UNIT BEING REPLACED DATA NEW UNIT I MANUFACTURER A r kA,, AHU or PKG. UNIT MODEL # a PI G I°f r; -A o COND. UNIT MODEL # KW HEAT 3 ,/ i7 r' D NOM TONS OAHU PKG 1) M.C.A AHU CU PKG APIII CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG /3 1f :, PKG UNIT / / PKG UNIT / / EER/SEER f 5 5E:6 (& YES 0 REPLACING DUCTS YES NO YES 0 REPLACING THERMOSTAT YES NO YES NO NEW 4 "CONCRETE SLAB NO YES - NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): L L-. X11• 0 City : i ami Shores Vi County: Miami Dade Zip Code: - 3 • j ALL CONDENSING .y, UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Signature AIR CONDITIONING REPLACEMENT DATA Change Disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑ Size Disconnecting Means: Contractor's Company Name: 1 '' 1. Minimum Circuit Ampacity (Wire Size): 2. 3. Voltage of Circuit (208/24 5 480): U V 4. Maximum Overcurrent Protection (Fuse /Breaker Size): a ne / d State Certificate or Registration N. C P1 ( 0 57(7;5, Certificate of Competency N. pig (Qualifier's signatur o y) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 `� e THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD'L LTR ONSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE(MM/DD(YY) POLICY EXPIRATION DATE(MM/DDtYY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY GMG- 000001229 09/23/09 09/23/10 EACH OCCURRENCE $ 1,000,000 X PREMISES SES (Ea RtNTED $ 100,000 $ 5,000 $ 1,000,000 $ 1, 0 0 0, 00 0 CLAIMS MADE X , OCCUR MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG $ 1 , 000 , 000 X 1 POLICY ECT , LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) s BODILY INJURY (Per person) $ — BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Peraccident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY -EA ACCIDENT $ On{ERT1{AN EA ACC $ AUTOONLY: AGG $ EXCESS /UMBRELLA LIABILITY EACH OCCURRENCE $ 1 OCCUR 1 CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ — $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below WCSTATU- OTH- TORYLIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LMT $ OTHER • DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS INSURERS AFFORDING COVERAGE INSURER A: NATIONAL GROUP INS . CO INSURER B: INSURER C: INSURER D: INSURER E: NAIC# ACORD!, CERTIFICATE OF LIABILITY INSURANCE PRODUCER IMPACT INSURANCE SERVICES LLC PO Box 278347 Miramar, FL 33027 954)885 -3884 INSURED AMP AIR CONDITIONING & REFRIGERATION, INC 5089 NW 41ST PLACE LAUDERDALE, FL 33319 954- 733 -3085 CERTIFICATE HOLDER A rnory,P rinal Ir1R1 MIAMI SHORES VILLAGE BUILDING DEPT. 10050NE 2ND AVENUE MIAMI SHORES, FL 33138 DATE(MM/DO/YYYY) 1 10/6/2009 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES AUTHORIZED REPRES a l i t ©ACORD CORPORATION 1988 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL Email Job Address (where the work is being done) Is Building Historically Designated YES Contractor's Address Value of Work For this Permit $ Submittal Fee $ Permit Fee $ 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 Training /Education Fee $ Cpl NW L a sr NO Type of Work: ❑Addition ['Alteration [New ❑ Repair/Replace Describe Work: ih A/ DPBR $ CCF $ lOarEn73 al APR 1 • 2010 BY: Permit No. IZYW Master Permit No.Mc Owner's Name (Fee Simple Titleholder) D £%V e i(A Phone # 'O c ' - S� Owner's Address IP 2 ? J IA/ 1 0 *- Cit V SIvoufl State Zip ' to Tenant/Lessee Name Phone # 5'O C- 7 b2 - City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Flood Zone Contractor's Company Name 4,), -- 6 i f ;OA e gg mope #_4 7 3 3 ko,k ' ace City Lc 4ger c t,.b L ks State Ctitor, Zip °3 3 '' / , Qualifier Name MN )i j( N e e ..i Phone # ` S"' State Certificate or Registration No. Certificate of Competency No• - l 277 '-177.5 oiI-- Contact Phone ( ) 773-70 Ts' E -mail Architect /Engineer's Name (if applicabl e0 Phone # 3 d Square / Linear Footage Of Work: Notary $ Scanning $ Radon $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ e1 , %() See Reverse si Demolision *** * ** * ** * ** * * * * * * * * * * * * * * * * * * * * ** * F els ** ****** * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** CO /CC $ Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE : TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the . first inspection which occurs seven (7) days after the building permit is issued. In the absence of such pasted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this / day of mitivat, IAN, t ra....- te(7G.�c4 , who is personally known to me or who has produced IF 1 IN / , , As identification and \ h o did take Flo . n, ® �,-. Sign: l Print: 1 d ' tiyN. ls,i.,, ti i n i �tt� ��`\� NOTARY PUBLIC: My Commission Expires: * * * * * * * * * * * * * * * * * * * ** * * ** c *,7 APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) Signature The foreg day of ** * * * * * * * * * * * * * ** / ns Examner Engineer , 2 0 /(9, by N I :(--, nally kno n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commiss Contractor instrument was acknowledged before me this JOHNNY ROBINSON, JR. 4.N MY COMMISSION.* DD 847363 EXPIRES: January 5, 2013 aiun - cUTIdannteta Zoning Clerk checked Nareemerrt Between Contractor & OWner AgrePmPrit rnarIP fhiR 17th ei-qy of Feb 201 Between ir ontractor: Amp Air Conditioning 5089 N.W. 41 St Place Lauderdale Lakes Fla 33319 Business: (95 4) 733-3085 flnpl nreory 62 NW 108 St. Miami Shores . Fla. 33138 Cell :( 305) 781-3305 geration Inc. ?". The Contractor for the consideration named below agrees as follow. Scope of work: The eon shall contract for install 1 new air handler, 1 new condenser an d hook up all electrical and low voltage to air handler and condenser unit Al? Eiectrical work will be in a(xordariee with the south Florida Building Code & Loci Building Code and the approval plan and specifications by Architect In Addition to the work according to the itemized list of work below will include materials and labor. 1) Submit Air Conditioning perrnit applications to the city of T'vliami .Shores Department Florida Prior to Commencing with the Air Conditioning work 2) Ten yr. warranty on part & One year on labor - Strap all flekin attic space 4) Seal ductwork in attic space with rrJ mastic. 5) Install a P-trap at Air handler unit. 6) install a 24 volts shut down at it handier unit. 7) Strap condenser unit down with 22 Gauge Hanger Strap. 8) Seal boles around main plueum in A!C closet. 9) I 0 .yrs warranty on compressor and . evaporator 10) 1 Return Vent over Bedroom 41. ) All AIC - vent in attic can't be laving on Truss, must be strap up with 11.(2 Hanger • 12) Strap off 131 Clean up all debris Commencement immediately and complete in accordance with a constr schedule by the owner and General Contractor k AP) 1/4 Contractor price: The contractor agree to pay the Meek Contractor in Current fund a contractor price of ($35U0) thirty-five hundred, at the signing of this contract, A down. r 500) will Ito nayahic the' cittiling of this contract A pzi.cmont of (37:70't Upon rough inatel. ctioni The balance of($7504 is due alter final inspection. I am not responsible for plans to be submitted to the city for revision, 1 am not responsible for toad calculation., engery calculation. 1 am not responsible for hook, up fl2O voltage to air handler and condenser unit Contractor Arp Air Conditi ning & Refrigeration Inc / . __. - / si Nabie NaTtara V Ow ner: Dal lie" Green Inspection Number: INSP - 123507 Scheduled Inspection Date: November 03, 2010 Inspector: Hernandez, Rafael Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Miami Shores, FL 33138- Project: <NONE> Contractor: A AMERICAN PLUMBING INC Building Department Comments NEW ADDITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments November 02, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: PL -9 -09 -1461 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)762 -5638 Parcel Number 1121360110140 Phone: (305)866 -5600 Page 1 of 11 BUILDING PERMIT APPLICATION FBC 200 Permit Type: Plumbing - Owner's Name (Fee Simple Titleholder) (./7 /e/ 14, 9VgeY) Phone # 30 - /-- 5 3 j ' N Owner's Address /p, >/' City ffl,p, 7/ u r ore State L Zip 334, Tenant /Lessee Name Phone # E- MAIL:. Sakit ( &lel V 1 7 J l 71 ( , Job Address (where the work is being done) 6p) NA) loll fN City Miami Shores Village County Miami -Dade FOLIO / PARCEL # //- 7-/ -oil - alvo Is Building Historically Designated YES NO Contractor's Company Name a a 01E.i tcev t Contractor's Address 5 - .. q 0, Cit ,° t tate Zip 33 I ski Phone # S 5 ) Qualifier Name State Certificate or Registration No.(- I4 3- -tE r i".' Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) Value of rk his Permit rr# s Pers c%' / ..� ol Square /Linear Footage Of Work: �(� 3 Of it Type of Wisrlt. ; Addition " �' . ❑Alteration � ['New _ n , ,,/ ❑ Repair/Replace ❑ Demolition Describe Work: ,Vet) /?kA /e- heK re',m a i.0( eaf//ra9n XwCX %)C *X %Y. *r. .71 *r w r * * * *iC Fee ki * * * * * * * *w r,- r X Y.%XX C,cwrw C C X Y. X X X X Y. X ( Y.XX X X% j ,v ,-,- Submittal Fee $ Permit Fee $ � CCF $ CO /CC Notary $ Training /Education Fee $ Scanning $:: I Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DPBR $ Permit No. \ C .. 4(r:1 Master Permit No. QC (4' / a Zip 33/ g Phone # 3o tG ._ . f� Phone # Bond $ Code Enforcement $ Double Fee $ ali SE 0. 1UU B u. Technology Fee $ '-fi' l Zoning $ Structural Review. $ Total Fee Now Due $ v See Reverse side 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 Signat Owner or Agent The foregoing instrument was acknowledged before me this 1 day of ---3utae', 2001, by DA-Nl`L A eyee( 3 who is personally known to meer who has produced 3 2.0 1'5 * - .n' 4 * * * NOTARY PUBLIC: (Revised 02/08/06) A-4 . 04:- P Sign: Print: 11614 My Commission Expires: As identification an . X Xrx *X r. *xxXxX **** ** * *r. * *** APPLICATION APPROVED BY: Signature c= day of NOTARY Sign: Print: Z � 7 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO .OBTAIN. FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the ,first inspection which occurs seven (7) days after the building permit is issued. In the absence k posted notice, the inspection will not be approved and a reinspection fee will be charged. Contractor The foregoing instrument was acknowledged before me this , 20Uf{., by who is personall known to e or who has produced as identification and who did take an oath. 0 r ArV9'' r 1416 C gM4 C My Commission Expires: 3, -3l O c t. xx x * * *xxxx xr. *x x x xx *x *xxx !' * * * * **xrx * *r. * * ** rxr. r. xxxrx** x ** * xxxrrxrrxr Plans Examiner Engineer Zoning Inspection Number: INSP - 151115 Permit Number: EL -9 -09 -1460 Scheduled Inspection Date: November 03, 2010 Permit Type: Electrical - Residential Inspection Type: Final Owner: GREEN, DANIEL Work Classification: Addition Job Address: 62 NW 108 Street Miami Shores, FL 33138- Inspector: Devaney, Michael Project: <NONE> Contractor: HIGHER POWER ELECTRIC SERVIUCE INC Building Department Comments November 02, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 I cc Phone Number (305)762 -5638 Parcel Number 1121360110140 Phone: (954)797 -0420 ELECTRICAL WORK FOR NEW ADDITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 6 of 11 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 No. El oct 1 PERMIT APPLICATION Master Permit No. 0 6 - j ( FBC 20 Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) i l'C� Owner's Address (0 - 2- t0,8 't- _ City X41 ) 4,1-(4) (LS State F� Email 4. C v 0e16\v'Pe1A ' 1 Is Building Historically Designated YES Value of Work For this Permit $ lylj‘) v Type of Work: Describe Work: Notary $ Scanning $ 3 0 0 Double Fee $ Miami Shores Village Building Department Radon $ Training /Education Fee Sc.: Violation date: DPBR $ Zip Tenant/Lessee Name Phone # t . ke-r Job Address (where the work is being done) G 2_ 1- i0&" > t` City Miami Shores Village County Miami -Dade Zip 5 t k'( FOLIO / PARCEL # NO ✓ Flood Zone Square / Linear Footage Of Work: '6e6r1C-CA Vqtak. gg{ vim cicic601( Structural Review. $ Total Fee Now Due $ Technology Fee $ X Bond $ See Reverse side -� S P 0 1 2009 j BY: _) Phone# - 7 ' Contractor's Company Name 4 e ■,x? it (17. o Phone # (?c9 '1 ? `7 Contractor's Address Z Z n O s • City L C State c Zip '602_ G 0 Qualifier Name d t-. ti.. t C.I.---4. 1 42-< - 2_-Phone # 5 C State Certificate or Registration No. e ' <5 Ci i i' 0 Certificate of Competency No. `4 2' f c 3 C . ' 2 - 1 . . Contact Phone —s f --- E -mail Architect /Engineer's Name (if applicable) Phone # ❑Addition ❑Alteration New ❑ Repair /Replace ❑ Demolition ********** * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** * * * * * * * * * ** * * * * * * *: * ** ****:r * * * ** ** * * ** Submittal Fee $ Permit Fee $ D CCF $ CO /CC $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a re- inspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this 2 da of AkskiSf , 20 1, by PP+Jl et 4. 6J who is personally known to me or who has produced f[C2 -. X �Z t"�>1ZS.%As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: MpJ My Commission Expires_ 4 * * * * * * * * * * * * * * * * ** APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) MARGARITA PARDO Notary Publie, State of Florida Commission# DD906206 My comm. expires Aug. 3, 2013 ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: L$ CST 4 Print: fit` 1 t '''''' Debbie DeRog Commission #7 My Commission Expire3:,, ` Expires: MA 2013 BONDED TBRU ATLANTIC BONDING CO., INC. Zoning Clerk checked • Inspection Number: INSP - 117994 Scheduled Inspection Date: November 24, 2010 Inspector: Bruhn, Norman Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments DEMOLITION OF SOME INTERIOR AND EXTERIOR WALLS, AND ROOF Passed Failed Correction Needed Re- Inspection Fee November 23, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Number: DEMO -6 -09 -1078 Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number (305)762 -5638 Parcel Number 1121360110140 Page 1 of 27 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing ,q Owner's Name (Fee Simple Titleholder) 7)e( ( h / 1 g' aree/) Phone # 3(/ " 7b2 `,5 ,, ?c Q / ' Owner's Address / fit) . /o r ' 5'7 / l Uo • vbg1 • 'PO;, CityM / < - g e/��il State Zip 33 / L1 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County FOLIO / PARCEL # / /`- 2 1310 – 0/1 - o/9i ' Is Building Historically Designated YES Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone.# Value of Work For this Permit $ ? ) x x Type of Work: Describ Wor, a Addition mo only Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ❑Alteration Structural Review. $ /v • 0. /Wit. 5-T- NO X Miami -Dade Zip Square / Linear Footage Of Work: �� 3 ❑New Permit No.O1---rO c — tac Master Permit No. ruoe ❑ Repair/Replace Submittal Fee $ — U �'O0 Permit Fee $ • ` - CCI w 3, CO /CC c.1 Notary $ Training/Education Fee $ ; Technology Fee $ ' i Scanning $ ( Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ t.o 33 /Gi JUN 2 6 2009 J BY: 1 <---) See Reverse side -* ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 4 Owner or Agent L / The foregoing instrument was acknowledged before me this N 1.1j The foregoing instrument was acknowledged before me this day of JuN,e , 20 O1by DPleL 4 • G✓e.et , day of , 20 , by who s personally known to me r who has produced As identification and_wbo did take an oath :sY °r ' •, IDOUDIA B. PAULA MY COMMISSION # DD 854559 EXPIRES April 30, 2013 / Bonded Thru Notary Public Underwriters Sig � , � --.- Print:ltvtAbL - 43. e NOTARY PUBLIC: My Commission Expires: ya p a o I3 (Revised 07/10/07) Signature Contractor who is personally known to me or who has produced NOTARY PUBLIC: as identification and who did take an oath. Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** ****:********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department Job Address (where the work is being done) Value of Work For this Permit $ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) 7 /t -/ /I , r €* /�) Phone # 3DC- 762 C6 30 6 Owner's Address 62 A! W / ✓✓ 08 9- Cit b 1 0 State l"li Zip 33 / / Tenant/Lessee Name Phone # pmd FOLIO / PARCEL # 1/3 L -- 6�� - 0/9O Is Building Historically Designated YES NO J6 GP N, A1 /aim' St: Permit No. Master Permit No. a 08- l0 City Miami Shores Village County Miami -Dade Zip 3/4a Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: 3 �/ 3 Type of Work: t Addition ❑Alteration [New ❑ Repair/Replace ❑ Demolition Describe Wor : G4.41 »k /G/ h4i,6Gro, / - a Af / 1f ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ tO/CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (Revised 07/10/07) Sign: G ' Print: ( b° (^ £ I A - Au My Commission Expires: /3c/a 0 13 APPLICATION APPROVED BY: Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of _J %A , 20 D by DAT! jet- 4. aeei , day of , 20 _, by who is personally known to or who has produced who is personally known to me or who has produced As identifiG as identification and who did take an oath. NOTARY PUBLIC: *: NOTARY PUBLIC: IDOLIDIA B. PAULA MY COMMISSION # DD 854559 EXPIRES: April 30, 2013 Bonded Thru Notary Public Underwriters Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning NAME: VILLAGE OF MIAMI SI W RES OWNER BUILDER DISCLOSURE STATEMENT CtAA r DATE: 1 ADDRESS: "Z t @45 ";"7- 1F'1 t vh'1.t 5 (e/2 - FL Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7), And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale•or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to mike sure the people employed by you have licenses. required by state law.and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I:C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Myself. Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required. to be issued for reinstatement of the p ermit. Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial 5. 1 understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. 6. I understand that if I compensate any person or company for work performed they are requited to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. -I understand that under state and local laws I can not do . any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this "-- day of Produced there License or OWNER who was personally known to me or who has Initial Initial — Initial as identification. NOTARY Inspection Number: INSP - 120666 Scheduled Inspection Date: November 24, 2010 Inspector: Devaney, Michael Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Miami Shores, FL 33138- Project: <NONE> Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: HIGHER POWER ELECTRIC SERVIUCE INC Building Department Comments DEMOLITION FOR LECTRICAL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments November 23, 2010 For Inspections please call: (305)762 -4949 Permit Number: DEMO -7 -09 -1273 Permit Type: Demolition Inspection Type: Final Work Classification: Electric Phone Number (305)762 -5638 Parcel Number 1121360110140 Phone: (954)797 -0420 Page 2 of 27 BUILDING PERMIT APPLICATION FBC 2005 Miami Shores Village MCMEWR Building Department JUL 2 9 2009 ib 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) 7)4.4 /e/ . Phone # 3i'5 77? — 5‘6, Owner's Address . /0i" 5 , City /4fll/ State Pi, Zip .73/44 Tenant/Lessee Name Phone # E -MAIL: C.D (.1-Q. I Jl �. Vtttlt 7 pcowavrr 1 . tA-er Job Address (where the work is being done) 6 /V1t) /44?" City Miami Shores Village County Miami -Dade Zip 3/6,f FOLIO / PARCEL # /`r 1136 — 0/1 0/9'0 Is Building Historically Designated YES NO X Contractor's Company Name l 1 EIK, " idress 9�..,1 S 4'1 � L) cit � State T 1 Qualifier Name C1}1Y) V qky et State Certificate or Registration No. E -MAIL: Architect /Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: Describe Work: Addition ['Alteration 1 // ['New �1GG��'OD/h Permit No. `Q 3-)K Master Permit No Zip -530Z4 Phone # Phone # Certificate of Competency No: 99'5 1 365 i/ ❑ Repair /Replace VDemolition mho atm rorm Square/ Linear Footage Of Work: • —CD ioghto PeAAvtAt' * * * * * * ** Submittal Fee $ Notary $ — Training /Education Fee $ Scanning $3 00 Radon $ Bond $ Code Enforcement $ Structural Review. $ r.xxxr.xr.x %X XX r. r. *x %xr.%x ** F ees * * * * * ** ** *r.rr icy * *** *rr.X%XXXrrrr.XXr.*%XXX%X* ** CCF $ "(CO CO /CC Technology Fee $ "0 Zoning $ Permit Fee $ l�oorepe,^� es / %SL) DPBR $ Double Fee $ Total Fee Now Due $ R ..[5 See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zi Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good . faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the _first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the • inspection will not be approved and a reinspection fee will be charged. Signatu t \ " ----�� Owner or Agent The foregoing instrument was acknowledged before me this day of JLIt' , 20 a 1 by DA(' 1 e(-- A-. & ' �rcE� of who is personally known to me or who has produced As identification and who did t NOTARY PUBLIC: • Sign: —' R Print: L4 L' My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) i 00 zora Signature Conti tor The foregou ii strument was acknowledg - Y ,20Q1,by S i IDOUDIA : . PAULA MY COMMISSION M DD 854559 EX : n , 1 Bonded Thru N +ils Sign: Print: wn to nee or glEabi tclWa CH s identificat ' A te; D • ,,._ge Q a w fRi ' jg rtw.e.._ . - • — _ J itt-o , - e me this 17 v 62-, My Commission Expires: )1/4 (r,j,01) >. r.>.****Yr' r.'*************** ********;:)CT•'Y.XYYY** * **XY 'r. Y' Y.YX%:***********************.Y% Yr. YY %'Y.X;':)CYi:********XX * ** * Plans Examiner Engineer Zoning THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM /DD/YY) POLICY EXPIRATION DATE (MM /DD/YY) LIMITS INSURERS AFFORDING COVERAGE GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY ° "I �` SCL -00 0� 7� 5'1 0 ` "' } _ 11 i( .E "6 2/13/09 ' 02/13/10 EACH OCCURRENCE $1,000,000 X FIRE DAMAGE (Any one fire) $100,000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL BADVINJURY $1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $2, 0 0 0 , 0 0 0 POLICY PRO- LOC JECT AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS /LOCATIONSNEH CLES/EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YY) 07/27/2009 PRODUCER Ace Underwriting Group. 5305 W. Broward Blvd. Plantation, FL 33317 954 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURED HIGHER POWER ELECTRIC CORP 3921 SW 47TH AVE #1017 DAVIE FL 33024 1954- 797 -0420 SERVICES INSURER A: SEMINOLE CASUALTY INSURANCE INSURER B: INSURER C: INSURER D: INSURER E: CERTIFICATE HOLDER ACORD 25 -S (7/97) ADDITIONAL INSURED; INSURER LETTER: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2 AVE MIAMI SHORES FL 33138 FAX: 305 - 756 -8972 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLI 'BON OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTA ES. 0 ACORD CORPORATION 1988 Inspection Number: I NS P- 120667 Scheduled Inspection Date: November 24, 2010 Inspector: Hernandez, Rafael Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Miami Shores, FL 33138- Project: <NONE> Contractor: A AMERICAN PLUMBING INC Building Department Comments November 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 0'o-1Y 106 Permit Number: DEMO -7 -09 -1274 Permit Type: Demolition Inspection Type: Final Work Classification: Plumbing Phone Number (305)762 -5638 Parcel Number 1121360110140 Phone: (305)866 -5600 PLUMBING DEMOLITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 3 of 27 gly sCO* ( BUILDING PERMIT APPLICATION FBC 2000 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) Owner's Address City /17,4" < FOLIO / PARCEL # Qualifier Name Si se s State State Certificate or Registration No. £ EC/(.-( t o , E -MAIL: Architect /Engineer's Name (if applicable) Value of W Type of W # : Describe Work: Y. Submittal Fee $ Permit Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Master Permit ) 12ew e/ 4. ‘r>✓ >, AV?" sr Zip y3 /d, Permit No. L , Phone # 30r-762 5 Tenant/Lessee Nam e Phone # E -MAIL: �- t C , $$ eeA #- 7I ( a.4 Job Address (where the work is being done) j /�! �iJ. /ad r# 5' / City Miami Shores Village County Miami -Dade Zip 3 3V4, �� / / / - /y Is Building Historically Designated YES NO Contractor's Company Name Q '`fef,'C - P 1 6 ) _ Phone # U ' c✓6 - C d. Contractor's Address - u j . < ` q, City 1N'M't State 1`t Zip j j 1 ° ( < Phone # S(5; Certificate of Competency No. Phone # thi ,Qermit°$ Addition ;' ❑Alteration ❑New 4 0) 000 06ea Notary $ _ Training /Education Fee $ Scanning $ j' .r Radon $ Bond $ Code Enforcement $ Double Fee $ Square / Linear Footag Of Work: 36 �✓ DPBR $ ❑ Repair /Replace ❑ Demolition • 4)6t ,rya mom . * r.x xgyp xx* W WWWWWWWW Xx X xW x*WICW Wie WXXXW i°1° CCF $ t / CO /CC Technology Fee $ ' (' Zoning $ Structural Review. $ Total Fee Now Due $ 1 1 BY. Kazzymn JUL 2 9 2009 See Reverse side -* XY. Fj�v.. Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip S Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the ,first inspection which occurs seven (7) days after the building permit is issued. In the absence ch posted notice, the inspection will not be approved and a reinspection fee will be charged. NOTARY PUBLIC: Print: IbO(,i.Igav 1.41.- My Commission Expires: st 3o/ t * * * * * * * * * * * * * * * * * * * * * ** * * * *x ** APPLICATION APPROVED BY: (Revised 02/08/06) State Owner or Agent The foregoing instrument was acknowledged before me this day ofJimJe` ,20 al, by bAv.)4L.. ,A , who 's personally known to moor who has produced As identification a Zip Signature t 'd take . PAULA -_ *: MY COMMISSION M DD 854559 EXPIRES: April 30, 2013 Bonded Thru Notary Public Under tens I Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. OTARY PUBLIC: My Commission Expires: ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * xxxrx Plans Examiner Engineer Zoning MASTER BEDROOM EXPANSION AND BATH REMODELING / x•11 / assed if (------- Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP- 133958 Permit Number: RC -10 -08 -1826 I Inspectio: n?: # 010 Permit Type: Residential Construction Inspector: Inspection Type: Spot Survey Work Classification: Addition /Alteration Owner: Job Addr Project <NONE> Contractor: HOME OWNER Building Department Comments January 21, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756 -8972 For -spec please call: (305)762 -4949 Phone Number (305)762 -5638 Parcel Number 1121360110140 Page 1 of 1 B1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FL B4. Map/Panel Number 12086CO302 B5. Suffix L B6. FIRM Index Date 09/11/2009 87. FIRM Panel Effective/Revised Date 09/11/2009 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program 02- 0011180 -5 Al. Building Owner's Name DANIEL GREEN A2. Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. 62 NW 108 ST City MIAMI SHORES A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Folio#: 1121360110140 Lot 6, Block 211, of DUNNINGS MIAMI SHORES EXTENSION NO. 7, according to the plat thereof as recorded in Plat Book 52, Page 33, of the public records of MIAMI -DADE County, Florida. A4. Building Use (e.g. Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 25° 52' 25. 95" Long. 80° 11' 57.56" A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or enclosure(s) 1575 . 00sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 7 c) Total net area of flood openings in A8.b 1575.00 in B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. :EIS Profile © FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for BFE in Item B9: © NGVD 1929 NAVD 1988 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? EIYes © No Designation Date: N/A DCBRS []OPA C1. Building elevations are based on: EConstruction Drawings` Building Under Construction' *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2:a -g below according to the building diagram specified in Item A7. Benchmark Utilized MIAMI -DADE COUNTY B.M.# N -566 Vertical Datum NGVD 1929 Conversion/Comments N/A a) b) c) d) e) g) Check here if comments are provided on back of form. Certifiers Name ROBERT IBARRA Title PROFESSIONAL LAND SURVEYOR Address 5582 N.W. 7TH STREE Signature Top of bottom floor (including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 8. SECTION A - PROPERTY INFORMATION SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) City MIAMI State FL FEMA Form 81 -31, February 2006 See reverse side for continuation. RESIDENTIAL A9. For a buildir ry with an attached garage, provide: a) Square footage of attached garage 320 .0 0 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in Check the measurement used. 10.98 X feet meters (Puerto Rico only) 12 .61 X feet meters (Puerto Rico only) N/A X feet meters (Puerto Rico only) 10.79 X feet meters (Puerto Rico only) 10.81 X feet meters (Puerto Rico only) 10.90 11.16 State FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. License Number 6437 Company Name NOVA SURVEYORS, INC. Date Telephone 01/12/2010 (305) 264 -2660 feet feet ZIP Code 33126 OMB No. 1660 -0008 Expires February 28, 2009 For Insurance Company Use: Policy Number Company NAIC Number ZIP Code 33168 Horizontal Datum: DNAD 1927 Finished Construction R meters (Puerto Rico only) meters (Puerto Rico only) NAD 1983 Replaces all previous editions For insurance Company Use: Policy Number Company NAIC Number IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. 62 NW 108 ST City State MIAMI SHORES FL Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Signature Address 62 NW 108 ST Signature Comments Local Official's Name Community Name Signature Comments FEMA Form 81 -31, February 2006 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Section C 2(e) lowest elevation machinery is the A/C pad. Crown of Road Elevation = 10.63 FT flood vent elev = 10.98 ft L.F.E =12.61 FT Date 01/12/2010 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grate (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is fee ®meters above or below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters above or below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions , the next higher floor (elevation C2.b in the diagrams) of the building is ❑feet ❑meters ❑above or below the HAG. E3. Attached garage (top of slab) is ❑feet LImeters above or below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is feet LImeters above or Dbelow the HAG. E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes LINo LlUnknown. The local official must certify this information in Section G. Property Owner's or Owner's Authorized Representative's Name DANIEL GREEN SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E am correct to the best of my knowledge. City Date Telephone SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. 0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. El A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. El The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for. ['New Construction El Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in ZONE AO) depth of flooding at the building site: Tdle Telephone Date F.F.E= 12.81 FT Addition Elev =12.78 ft MIAMI SHORES 2- 0011180 -5 ZIP Code 33168 State ZIP Code 33168 FL Check here if attachments B feet meters (PR) Datum: feet meters (PR) Datum: 0 Check here if attachments Replaces all previous editions 1 5582 N.W. 7th STREET SUITE 302 'MIAMI, FLORIDA 33126 TELEPHONE: (305) 2642660 FAX: (305) 264-0229 DRAWN BY: ARY. 'putt 'uruiinrz nr LAND SURVEYORS SURVEY No. 2- 0011180 -5 SHEET No. 2 OF 2 ti' 0 BC F.I.P 1/2° NO CAP LOT -7 BLOCK - 211 F.I.P 1/2° NO CAP 10.58 am' di ONPL NC ELEV.•10.81 10.88 ONPL F.I.P 1/2° NO CAP E:\ADCAD \dxlPoes \Testdwt 7/29/2005 3:38:49 PM EST 10.42 u. -4 0 set 23' PWY BOUNDARY SURVEY SCALE =1' : 20' 10.55 10.82 22.35' 25.30' ADDITION UNDER c CONSTRUCTION F.F.ELEV. =12.78' N SURVEYOR'S NOTE: - There may be Easements recorded in the Public Records not shown on this Survey. 32.40' 10.80' 17.00' ONE STORY F.F.ELEV.=12.81' RES. # 62 L.F.ELEV =12.81' LOT - 1 GARAGE ELEV. =10.79' BLOCK -211 11.14 12.14 F.I.P 1/2° 4 \ NO CAP o 11.18 t 10.25' 15.20' 11.74 8812521' DUNNING'S MIAMI SHORES EXTENSION No.3 11.18' 10.52 0.30' 11.18 POOL - UMP re HEATER CO ONPL LOT -5 BLOCK - 211 5582 N.W. 7TH STREET, SUITE 202 MIAMI, FL 33126 TELEPHONE: (305) 264-2860 FAX: (305) 264-0229 DRAWN BY: AS PROPERTY ADDRESS: 62 NW 108 ST, MIAMI SHORES, FL 33168 FOR: DANIEL GREEN LOCATION SKETCH ys 78 A = ARC NC = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT NR = ALUMINIUM ROOF AIS = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK /I w 114 e ■ IN N ' N \\.O8 / x. • • CERTIFIED TO: DANIEL GREEN j cry - 0 TT, Nova Surveyors, Inc. LAND SURVEYORS SURVEY OF LOT 6, BLOCK 211, OF DUNNINGS MIAMI SHORES EXTENSION NO, 7, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 52, PAGE 33, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. if N. \ i0 8 ill STREET 6 \69T3' ABBREVIATION AND MEANING Scale 1" = NT.S. 75. 1 4 t k CT I ∎ z "` ti ti N ■ � {-- lit ti r A / - s 2 > ' o. `ems .. s' 4?' 74.71 ?•S"' G9 _ _____.474.-e.." a - y. Al_. c ery , \ / — lilt 1::, I 7 .5 SUBJECT --- D U N N F N G' S PROPERTI'I 51•t es Q,E-S E'7(TEN $I t4c) 3 4 g3 ` ITT riINIATeg FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN. &EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE NAP. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK 0/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY =PARKWAY R. = RECORD DISTANCE ILJ LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ( "SURVEY"): THERF MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDR NnT RNnWN nN THIS SURVEY. - E..AMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR'ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES ! NAM ED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. • - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATEDTI4E-HERElN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUMTY /PANEUSUFFIX: 120652 0993 J ; OAT En FA:l i97 l /1996 BASE FLOOD ELEVATION: N /A. - - I of 1oar9ns RAD. = RADIUS OF RADIAL ROE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAN = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SINK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE A = CENTRAL ANGLE g = CENTER LINE 41 = MONUMENT LINE i idaa 5018 ONINO` ._� -3 Hdd 1 74.73,) h 74.7.5' L r7473 SURVEY NO SHEET NO LEGEND TYPICAL 75 s. N N —OH- OVERHEAD UTILITY LINES Xzzz CBS - WALL (CBW) C.L.F. = CHAIN LINK FENCE -0--0 I.F. = IRON FENCE -►Hr W.F. = WOOD FENCE SURVEYOR'S SEAL ■ 0.00 = EXISTING ELEVATIONS N. E. i O 8n ri N L 0€ SURVEYORS NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI -DADE COUNTY ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. N -566 LOCATOR NO. 3100 NW ELEVATION 10.78 FEET OF N.G.V.D. OF 1929 SURVEYORS CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: 72 ® / d / ROBERT IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. 6437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: MIAMI -DADS COUNTY EEOS ID : 2008- WDU -PR -18161 DATE :12/11/2008 ADDRESS House Number. 62 Street Direction: NW Street Name: 108 Street suffix: ST City: DESCRIPTION APPLICATION INFO Department of Environmer!taI Resources Management Miami - Dade County West Dade Plan Review Summary Building Reference No.: M2009002124 Reference Process No.: Rework Building Reference Date: Building Tracking Number: Building Pickup Date: Received By: Building Return Date: Sgft:363 Number of Units: Number of Floors: 1 CLUC Code: 0001 - RESIDENTIAL - SINGLE FAMILY PermitType: MBLD Subtype: Residential Category Type: New Proposed Use: 0220 - SINGLE FAM RES- CLUST - ZEROLOT - TOWNHOU Category: Contractor #: Original Permit No: Permit Type Desc: REMODELING Fees Sent To Fastrack: 12/15/2008 Fastrack Interface Status: Successful Allocation Required: No No Net Increase REQUIRED: No Allocation #: N/A FLOOD Crown of Road: Base Flood Elevation (from Core Review): Unknown County Flood Criteria (from Core Review): 0 Min. Catch Basin(from P & D Review): Required Lowest Floor Elevation: Proposed Lowest Floor Elevation: Proposed Lowest Elevation of Machinery: Required Lowest Garage Elevation: Proposed Lowest Garage Elevation: Required Lowest Adjacent Grade Elevation: Proposed Lowest Adjacent Grade Elevation: ALLOCATION 12/15/2008 NAME : M2009002124 FOLIO # : 11- 2136- 011 -0140 Page 1 of 2 TASK Review By Date Status Plan Intake Hugo 12/1212008 Plan Review Blanco Hold Codes PENDING REVIEW FLOOD Review PENDING REVIEW Final Core Jose 12/152008 Overall Disapproval Review Debasa End of Process PENDING REVIEW DISAPPROVAL CODES NO CONDITIONS Core Reviewer Signature: INCOMPLETE • PENDING REVIEWS) 12/15/2008 Comments Initial Core Jose 12/152008 Specialty Reviews not ADDITION ATTACH EDTO SFR Review Debasa Required WATERAND SEPTIC TANK SERVICES. SEWER LINE IS NOT WITHIN FEASIBLE DISTANCE. TREES. N/A. REVIEEW IS PERFORMED BY THE CITY Disapproval Code 01: 0233 - Show location and capacity of septic tank and Drainfield on site plan. ASSESSED FEES Fee Code Description User Date Unit/Quantity Total D034 FastTrackFee ADMIN 12/13/2008 1 $50.00 D034R FastTrackFee ADMIN 12/1 1 - $50.00 Total : $0.00 na • Page 2 of 2 4 Inspection Number: INSP- 155074 Permit Number: DS- 1 -11 -95 Scheduled Inspection Date: March 02, 2011 Inspector: Bruhn, Norman Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Project: <NONE> Contractor: GONZALEZ PAVEMENT EQUIPMENT, INC,. Building Department Comments REPLACE POOL DECK PAVERS WITH 4' STAMPED CONCRETE.M INSTALL NEW STAMPED CONCRETE DRIVEWAY. Passed Failed Correction Needed Re- Inspection Fee March 01, 2011 Miami Shores, FL 33138- :J F No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)762 -5638 Parcel Number 1121360110140 Page 22 of 44 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 9. Expiration date of this Notice of Commencement 1111111 1 1111111111111111111111111111111111111 CFN 210 1 IL R0058771L OR Bk 27566 Ps 4654; (fps) RECORDED 01/27/2011 09: 45:27 HARVEY RUVINv CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property an P, 1 e( aL 1 2. Description of improvement 3. Owner(s) name and address: ID rt n r-e -e -v Interest in property: Name and address of fee simple titleholder 4. Coptractor's name, address and phone number. G, v 6 2 /J4 10g s t L t e, S % Drex 3'/B6 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provid Section 713.13(1)(a)7., Florida Statutes. Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Sell@ a 713.13(1)(b), Florida Statutes. ° -_ Name, address and phone number. (the expiration date is 1 year from the date of recording unless a different date is spec WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CON IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEF FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCIN OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of n • ector/Partner/Manager Prepared By Y Prepared By Print Name / � C t'et "' � ' /) Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The,foregoiing instrurme t as cknowledged before me this IL. day of BY C ❑ Individually, or ❑ as for ❑ Personally known, or [ produced the following type of identification: Signature of Notary Public: Print Name: (S ii i YE' IFICA ON PU UANT TO SEC O ORI! A S1:' Under penalties of perjury, I declare that I have read the foreg • i'ir! d ' that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: e 0 By By Lyt BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING l. OWNER: Name (Fee Simple Titleholder): �a,+Mt? � (, en Phone #: �� 0 92 3 KS �/ 7 O Address: La 4. f()8 ' City: 1 G';/„- , 5 State: F/ Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: (: ; ate :XL) City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes // l CONTRACTOR: Company Name: 6i0s02y c. ..'�f v (.7. e Phone #: (3cS) 3 ( IS , (' . life Address: 13 )3Q-2..) l u `7) 411 A , .ems / City: 4. q10.0 C °1 Ri ,..d. ti State: i Zip: 3 '�O c g' Qualifier Name: A i4 ` l(-t s Phone #: State Certification or Registration #: Certificate of Competency #: e° 7 SC Contact Phone #: � ?x ),.0 g y s'- ' / C' Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ � ' Square/Linear Footage of Work: `ew 4 p/ 0 - t or '0. ®r d^ HG,)A•. Type of Work: OAddress Description of Work: G Miami Shores Village p MCgIIdg� Building Department � 1 j 2011 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ❑Alteration BY: Permit No. (' Master Permit No. RC -10 -Os- »2b NO Flood Zone: R ' 7 teld o Demolition :17 4149 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: 09, sly ******** * * * * * * ** * * * * * * * * * * * * * * *** * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** Submittal Fee $ �� Permit Fee $ /5O CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ /2f . � O Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this 17_ day of , 20 i 1 , by anti Qp '€W who is personally known to me or who has produced IT De &a a / Ill y •OAs ident cation and who did take an oath. NOTARY PUBLI A PI Po Notary Public State of Florida 1 l. � ' Joander Torres ` _ . c My Commission EE029993 'OF oP% Expires 09/19/2014 * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY ission Expires: * (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) ******************************* * * * *. * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Structural Review Contractor The foregoing instrument was acknowledged before me this 12 -- day of :1 , 20 is , by d� ®� u. �... who is personally known to me or w %' has produced NOTARY PUBLI as identifi • ti and who did take an oath. Sign %�z ► / • o o 0r• asion E e Joan 11912014 •� p.o Expires Zoning Clerk THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR IN D TYPE OF INSURANCE POLICY NUMBER DATE (MMIDDIYYYY) DATE (MMIODIYYYY) A GENERALUABILMY X COMMERCIAL GENERAL LIABILITY GL0010311 -01 05/10/2010 05/10/2011 EACHOCCURRENCE $ 1,000,000 PREMISES (Es $ 100,000 CLAIMS MADE I X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL BADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENt AGGREGATE UMIT APPLIES PER: POLICY n JERCT [] LOC PRODUCTS - COMP/OPAGG $ 2,000,000 A AUTOMOBILE LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS Comp - 500 CA0015980 05/10/2010 05/10/2011 COMBINEDSINGLELIMIT p le) $ 1,000,000 X BODILY INJURY (Per ) $ X X BODILY INJURY (Peracddent) $ K PROPERTY DAMAGE (Per aeddent) $ K Coll - 500 GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ B EMUS !UMBREL AUABILflY BE017316672 07/30/2010 05/10/2011 EACHOCCURRENCE $ 1,000,000 lil OCCUR I CLAIMS MADE AGGREGATE $ DEDUCTIB RETENnON $ GENERAL AGG $ 1,000,000 $ $ C WORKERBCOMPENSATION AND EMPLOYERS LIABILITY Y!N ANY PROPRIETOR/PARTNE OFFICERIMEMBER EXCLUD D? C ri (MandatoryinNli If yes. describe under SPECIAL PROVISIONS below 83030610 11/30/2010 11/30/2011 ORYUM I X I O R TORY LIMITS ER E.L. EACH ACCIDENT $ 1,000,000 ELIE/SEASE- EAEMPLOYEE $ 1,000,000 E.L DISEASE -POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OP RATIONS / LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT! SPECI LL PROVISIONS ACORN, CERTIFICATE OF LI PRODUCER 305.558.1101 Keen Battle Mead & Company 7850 Northwest 146 Street Suite 200 Miami Lakes, FL 33016 FAX 305.822.4722 IMMURED Gonzalez Pavement Equipment, Inc. DBA: OPE Engineering and General Contractor 13117 NW 107th Ave Suite 1 Hia Gardens, FL 33018 ABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: FCCI Insurance Company INSURERS: Commerce & Industry Ins Co INSURER C: Bridgefield Employers Ins Co INSURER D: INSURER E: DATE (MMNDIYYYY) 01/14/2011 NAIC # 10178 19410 10701 COVERAGES CERTIFICATE HOLDER ACORD 25 (2009/01) FAX: 305.756.8972 CANCELLATION City of Miami Shores 10050 NE 2nd Avenue Miami, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Alex Perez /LOURDE The ACORD name and logo are registered marks of ACORD ©19882009 ACORD CORPORATION. All rights reserved. JR.IFCT TO COMPLIANCE WITH ALL FE ATE AND COUNTY RULES AND REGU 7 10.9 11.6ff 11.74 } 88 873;\ 5582 N.W. Tth STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 264-2660 FAX: (305) 2640229 DRAWN BY: ALBERTO 0.3D'CL FIRM' NO CAP • U.P. nun 'ururtjnrs lint. LAND SURVEYORS BOUNDARY SURVEY SCALE 1' : 20' DUNNING'S MIAMI SHORES EXTENSION No.3 d. j4J fe ,t S - et 6c.c. lni 6.5-s .. 5.�p - f— to /k /„ s . lAo-1 /o Ar SURVEYOR'S NOTE: - There maybe Easements recorded in the Public Records not shown on this Survey. VOCAIndatiles1Test dart 71285 3:3849P79 EST 10.52 SURVEY No. 2-0011180-6 SHEET No. 2 OF 2 0 3C3IIV3� 1� .JAN s o Zott 137: ........ e ..... ..... POOL LOT- 5 PUMP BLOCK - 211 ink 1tR e 1142 iLt,CQ, v 1 Stt ,Y {i rS s r v--eue ONPL 5582 N.W.7TH STREET, SUITE 202 MAA(1 FL 33125 TELEPHONE: (305) 284-2660 FAX: (395)254-0229 DRAWN BY: A.A. Nova Surveyors, Inc. LAND SURVEYORS SURVEY NO 2 -0011180 -6 SHEET NO 1 OF 2 SURVEY OF LOT 6, BLOCK 211, OF DUNNINGS MIAMI SHORES EXTENSION NO.7, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 52, PAGE 33, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 62 NW 108 ST, MIAMI SHORES, FL 33168 FOR: DANIEL GREEN LOCATION SKETCH , N: tc} 8 ra srneer � �6 973 ' 9's A= ARC NC = NR CONDITIONER PAD A.E. = ANCHOR EASEMENT AIR = ALUMINIUM ROOF AIS = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R = BROWARD COUNTY RECORDS B.M. = BENCH MARK B. O.B. = BASIS OF BEARINGS = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.LF. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB__ 0.E = DRAINAGE EASEMENT D.M.E = DRAINAGE MAINTENANCE P.O.B.. = POINT OF BEGINNING _EASEMENTS P.O.C.. = POINT OF COMMENCEMENT DRIVE = DRIVEWAY u f.P POWER POLE ENCR. = ENCROACHMENT I P.P.S.. = POOL PUMP SLAB ET.P. = ELECTRIC TRANSFORMER PAD EASEMENT P.R.C. = POINT OF REVERSE CURVE F.F.E. = FINISHED -- PRM- =.PERMANENT REFERENCE F.H. = FIRE HYDRANT MONUMENT � F.I.P. = FOUND IRON PIPE PT :-= POINT OF TANGENCY r .. -F =POUND IRON -ROD .. .< .: _.. ' PVM =PAVEMENT F.N. = FOUND NAIL PINY =PARKWA'P F .N. FOUND NAIL DISK- _ti RECORD DISTANCE . ! I?= C ' ti 0 :..1. S(3C t: 7. •. _.. a/A i1;.1-1:411 CERTIFIED TO: DANIEL GREEN 1 hi 11t1) u ro l% = D 8 F 7 1 � a r ABBREVIATION AND MEANING FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN:8EG. = INGRESS AND EGRESS EASEMENT LF.E. = LOWEST FLOOR ELEVATION LM E = LAKE MAINTENANCE EASEMENT LP. = LIGHT POLE AA = MEAS DISTANCE MIN = MANHOLE N.A.P. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES 0.RB. = OFFICIAL RECORD BOOK O/S = OFFSET OVH. = OVERHANG PA@.'= PLAT BOOK P.C. = POINT OF CURVE • P.C.O. _ INT OF COMPOUND CURVE PL. = R P.L.S. = PROFESSIONAL LAND _.�__ SURVEYOR Scale 1" = NT.S. - THERE MAY BE EASEMENTS RECORDED IN THE Plan IC RECORDS NOT SHOWN ON THIS SURVEY. v d F Q « .. ., 75 7473 73 1'74. 75' ° IO PI ni NI et. �r� ;; r vI b. 13 40 40 P3 fli S' ti, 1 w 1 s 4 s s 74.78'. r 717,42 's mss' — - G9. N • Bx O SUBJECT G U NNING 7 s 5 8 • \ iq�.4cLsy PROPER7*1 IA 141 51.1012.6-5 E SI 014 top 3 4833 I 1ITT NNIATG'S RAD. = RADIUS OF RADIAL RGE. = RANGE RP. = RADIUS POINT RAE. = ROOF OVERHANG EASEMENT RAN = RIGHT -OF -WAY SEC. = SECTION S.LP. = SET IRON PIPE L.B. #6044 SWK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W:R.. WOOD ROOF W.S. = WOOD SHED 41 =ANGLE' = CENTRAL ANGLE 4S = CENTER LINE = MONUMENT LINE - EXAMINATIONS OF THE ABS I HAL, , ,. I WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS. RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND I OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK UNLESS OTHERWISE SHOWN. - THE TERM ' ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS - ARCHITECTS SHALL VERIFY ZONING REGULATIONS. RESTRICTIONS AND SETBACKS. AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT.PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS. UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING ANDIOR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.& - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE'DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEUSUFFIX:120852 0302 L DATE OF FIRM: 09H112009 • BASE FLOOD ELEVATION: NIA. LEGEND TYPICAL -0-0- IF. = IRON FENCE -4"-fr W.F. = W: S: FENCE -OH- OVERHEAD UTILITY LINES 222 CBS= WALL ICBM - x--x C.LF. = CHAIN LINK FENCE • 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY. TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN. ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH # N -397 -R LOCATOR NO. 3100 ELEVATION 10.63 FEET OF N.O.V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 610174, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. N. E. loan 4 LK' r BY: / //' "fin PROFESSIONAL LAND SURVEYOR NO. 6437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: SURVEYORS SEAL Inspection Number: INSP - 139951 Scheduled Inspection Date: June 17, 2010 Inspector: Bruhn, Norman Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Project: <NONE> June 16, 2010 Miami Shores, FL 33138- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Passe. /6" Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments c� For Inspections please call: (305)762 -4949 to n° o ff ° 3 V' Permit Number: RF -4 -10 -583 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)762 -5638 Parcel Number 1121360110140 Page 4 of 20 CIVIL ENGINEER June 14, 2010 T and S Roofing System 1461 Northwest 23 Street Miami, Florida 33142 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 62 Northwest 108 Street Miami, Florida Dear, Sirs; Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305-823-8008 Fax: 305-823-3300 Information provided by client: Permit Number: Not Provided Date Completion: June 10, 2010 Roofing Contractor: T and S Roofing System Project Number: 10 -0639 (Testing Laboratory Certificate #06- 0501.15) hi accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Vanguard Roll Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our tit results, we motel � t the me of the r c f tdo t the bove'ref project meets the test re+ uire en t o tined e a v rnen a oned pr tt of Att hed c a copy, of out test repo Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation TILE UPLIFT TEST Residential Home 62 Northwest 108 Street Miami, Florida V cy ohamad Sonny Salleh, P.E.49014 Project Manager Reileh Engineering Corporation — Project Number -10 -0639 — Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 62 Northwest 108 Street Miami, Florida Project Number: 10 -0639 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 10 -0639 — Page 3 of 6 Pass 25 35 26 35 27 35 28 35 29 35 30 35 31 35 32 35 33 35 34 35 35 35 36 35 37 35 38 35 39 35 40 35 41 35 42 35 43 35 44 35 45 35 46 35 47 35 48 35 49 35 50 35 51 35 52 35 53 35 54 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 10 -0639 — Page 4 of 6 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number -10 -0639 — Page 5 of 6 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number -10 -0639 — Page 6 of 6 O 1117156 CAP T 51. LOCATION 67 IO -O6'9 APPIZZOX. ROOF 1L51 IOCA110N5 ANI7 17IM N5ION5 PERMIT NO. TAX FOUO NO. STATE OF FL I HEREBY CE original Ned in th THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following RUVI is provided in this Notice of Commencement. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1. Legal description of property and street/address: kw, r rr►i IMAM Imo. • 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder 4. Contractor's name, address and phone number T S ROO F I N 4 SYSTEMS INC i 1461 NW 23 ST1ZE�T M I AM I ,1= L X314 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signa •mss) of 0 B c Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE —'4', The foregoing instrument was acknowledged before me this day of By ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTE Under penalties of perjury, I declare that I have read the foregoing and that the facts stated • it are true, to the best of my knowledge and belie Si••- •t e(s) of Owners) or Owner(s)'s Authorized Officer/Director /Partner /Manager who signed above: By qf Individually, or as for Personally known, or 123.01-52P NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PREPASIZED Owner(s)' Authorized Officer /Director /Partner/Manager. By 54IJ 171LA P. bU OWE Print Name 144 I NW 23 . Title/Office MIAMI! Fd- 314 E 3 11/07 By BY RIDA, COUNTY OF DADE FY that this lea true copy of the dwcl AD2Q and Official Seal C °`K, of and flaunty Cants 10�` IN MN 11110 CFN 2010R0268789 OR Bk 27258 Ps 3362; (1ps) RECORDED 04/22/2010 11 :17:54 HARVEY RUVIHv CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE O.C. Space above reserved for use of recording office ores -r /CU, Apr/ l . 0.610 1....1.1,1,.....-v THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REgUtREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED DY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU. THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY NAVE BEEN REDUCED BY PAID CLAIMS. ra TYPE OF INSURANCE POLICY NUMBER POLICY mmmo EFFECTIVE PG -. P i LIMITS EACH OCCURRENCE S C . GENERAL LIABILITY COMMERCIAL GENERAL UAB4IdTY ' FIRE DAMAGE (Any ono FVst) $ CLAIMS MADE 0 OCCUR MED EXP (Any ene Eason) 3 PERSONAL AACV INJURY $ GENERAL AGGREGATE S mewl. AGGREGATE LIMIT APPLIES PERT - 1 POLICY 17 TR MLA PRODUCTS. COMP/OP AGG $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HMO AUTOS NON -OWNED AUTOS • . COMBINED SWORE LIMIT (Ea u S 80nLy INJURY (Par p ) 8 GODLY INURY (ParMONden4) S PROPERTY DAMAGE (PWaomden0 $ GARAGE R L!AMUTY ANY AUTO AUTO ONLY - EA Ammar 5 OTHER THAN EA ACC S AUTO ONLY: A00 $ 19CCESS —. LIABILITY OCCUR D CLAMS MADE EACH OCCURRENCE S AGGREGATE $ S — DEDUCTIBLE RETENTION 5 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY WC77779991701 04/01/2010 04 /Ol /201. 1 Inru. X I r i ATU. F I Fg El. EACH ACCIDENr 5 1000000 E.L DISEASE - EAEMPLOYEE $ 1000000 E.L.DIeRABE $ 1000000 OTHER - LIMITS $ _ MIS $ DESCRIPTION OFOPERATIDNwLCDATIONSNENICLES/EXEIJI3IQNS ADDED BY ENDORSEMIEW9PEDUU. PROVISIONS g g w 1. overa ct provided which th4eeclie account no is wages to with p�n remains for a Coverage is t any em o Applies to 100* of the employees of leased to T 6 S ROOFING SXST4NS, INC., effective 04/01/2010 • ACORR, • CERTIFICATE OF LIABILITY INSURANCE ADI;RTIPoaase- e3$0TE C30..28s0003836 /20k0 02:24 •r. PRODUCER Highpoint Disk eerviees IS,C 14150 Dallas Parkway 3500 Dallas, TX 75254 (800) 632 -5096 (972) 713 -0959 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. MS CERTIFICATE DOES NOT AMEND, EXTEND OR r _ „ . . _ . _.. • • • ' INSURERS AFFORDING COVERAGE INSURED: , MS 1 /c /f: T 6 3 ROOFING SYSTEMS, INC. 1435 NW 23 ST INSURER A; Com0Aninn Fzonerty and CaauRli In.4uv'ance C INSURER B: C . MIAMI, FL 33142 (305) 255 - 2654 Fax: (305) 26S -2685 WSUREFI D. - INSUREFI E - - - ` - -- CITY 02' MIAMI SHORES BUILDTNE DEPARTMENT 10050 NE END AVE MIAMI 530555, SI. 331382304 • SHOULD ANY OP THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE E M1 P:RON DATE THEREOF, THE INSURER R WILL ENDEAVOR To NAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER EMJED to VHS LEFT, BUT FAILURE TO DO BO SHALL IMPOS N O OBLIGATION OR LIABILITY OF ANY KIM UPON THE ITS AGEIIrS OR REPRESENTATIVES. AUYHORI!EDREPRESENTATIVE , APR /20 /2010 /TUE 12:24 PM T &S ROOFING SYSTEMS FAX No, 3052652685 ADDIYIONAL BNSURBD INSURER LETTER: P, 001/001 ACORD 25 -5 (7/97) O ACORD CORPORATION 1986 \ \( Atiim (9 BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village m APR 0 7 j Building Department By t0050 N.E.2nd Avenue, Miami Shores, Florida 33138 • Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 1 1(1)-58 .J Master Permit No. Q CO g , t3 ak) Permit Type (circle): Building oofm1 � ` Owner's Name (Fee Simple Titleholder) '" - 1'lf 2 r\ ' b5 �7 p I 33 oc Owner's Address e 5 I I I6 City State Zip Tenant/Lessee Name Phone # CO KAI) Io g City Miami Shores Village County Miami -Dade Zip s X Job Address (where the work is being done) FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 1 � _ i A `"IS ° 3 os a 65 c� rO 5 M Value of Work For this Permit $ I tp 1 5CD . Structural Review. $ Contractor's Address / (J(®/ /Jct.) a� Cit rV I a vN �J State :Ft Zip Vol �. Qualifier Name Lii - - 26(1) Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Type of Work: ❑Addition ['Alteration Describe Work: tJe J- YCdi _( I'Kew epair/Replace ❑ Demolition -rte 7 /��� CCF $ 10 ?O CO /CC Submittal Fee $ cJ Permit Fee $ 65 Notary $ raining/Education Fee $ • 40 Technology Fee $ 3` Scanning $ "1'VLJ Square / Linear Footage Of Work: (gal) Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ •� See Reverse side -+ 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 CONDmONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection hich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be 7 9 roved and a reinspection fee will be charged. Signa Owner or Agent The foregoing instrument was acknowledged before me this 5 day of , 20 /O, by P4 i u z 16v who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) Signature NOTARY PUBLIC: .604 6/--.1-x) Contractor The foregoing instrument was acknowledged before me this I day of 20 IA by L`Iu 3 /(le , Si Pri My omntissioirExpires: Plans Examiner Engineer Zoning To: Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, Fl 33138 Re: Owner's Name: c Dori € ( G y( 1/1 Property Address: Co !Og Roofing Permit Number: Dear Building Official: I Dt. uQ1, certify that I am not required to retrofit the roof to wall connections of my building because: X The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions 1994 edition of the South Florida Building Code (1994 SFBC) Signature ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before 71tem*e Slums 'late eteet V r remit 10050 NE 2 Ave * Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 OWNERS'S AFFIDAVIT OF EXEMPTION or for the Roof to Wall connection Hurricane Mitigation. Notary Public, Sate of Florida at ;, .,F * When the just valuation of the structure for purpose of'ad Yialore a FBC nor a 1994 SFBC. Then you must provide a building application from a General Date: AA o-e-,( C Print Name 5-46 d a of 4 Y/� 800 n $300,000.00, and the building was not constructed with SECTION R4402.13 HIGH - VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. r vo 1. Aesthetics - workmanship: The workmanship provisions of Section R4402 are for the purpose of providing that the roofmg system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Re- nailing wood decks: When replacing roofing, the existing wood roof deck may have to be re- nailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofmg system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic entilation shall not be reduced. It may be beneficial to onsi ' r additional venting which can esult in extending the service life of the roof. 915h Date Contr is Signature Y / /5 /A) Date PERMIT : \Q B I Miami Shores Village APPROVED BY . DATE ZONING DEPT ' [SL?JU A'EPT � f ��jj fra • p ca on o SUBJECT i0 CCMPI_IANCE WITH ALL FEDERAL ' 1 fl)AND er.,UN AND REGULATIONS iY rIULES 1, APR 0 7 2010 Na ROOF ASSEMBLIES AND ROOFTOP STRUCTURES X New Roof i �uGi FJ u�m a mmmmmmmmmmmmm cap ®_._ Florida Building Code Editi High - Velocity Hurricane Zone Uniform Permit Section A (General Infor Master Permit No. OR- I lr? Contractor's Name 5 Ll - WL 4 • b Q Idress ROOF CATEGORY lope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile phaltlo, ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes ngies ❑ Prescriptive BUR -RAS 150 ROOF TYPE )4Reroofin ❑ Recovering ROOF SYSTEM INFORMATION •• • - • • • • • • • • ••• • • • • • • • •• • • • • • • • • • • •• • • • 15.32 • • • ••• • • •• • • • •• •• • • ••• • • Process No. ❑ Repair ❑ Maintenance Total (SF) CZq1Z6 Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. N • • • • • • •• • • • • • • . ••• • • . • • I I• • • • • •• s• . • • • • • • • • • • • • • • • • i • • • • • • • • • • • • • a5 FLORIDA BUILDING CODE — BUILDING Roof System Manufacturer: k d i onier L (i ( Notice of Acceptance Number:0g _ 109 0 I ) Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations))• P1: 45 / P2: rir, P3: n 0 Maximum Design Pressure (From the Product Approval Specific System): kis ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof Slope: : 12 Ridge Ventilation? Steep Sloped Roof System Description Deck Type: Mean Roof Height: Ca' Type Underlayment: Insulation: Fire Barrier: Fastener Type & Spacing: Adhesive Type: • ••. • • • • S • • • • • • • �• .' oo� • • •.• • • • Nlc4 • • • '' . •. 7 0, ..• •• • • • 1 pia \ Type Cap Sheet: \ Roof Covering: •• • ••• • • • • • ' Type & Size Drip • • • • • • • • 'Ede: ▪ • ; • • . S • • • • g • - Yt ci q0 A--0 i 15.34 ••• • • • • • • • • • • • • • ••• •• •• • ••• . • • • • • • • • • • •• •• • • • • FLORIDA BUILDING CODE — BUILDING Where to Obtain information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier J. Product Approval Restoring Moment due to Gravity M g Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M g Calculated Minimum Attachment Resistance ••• ••• • • F • • • • • • • • • • • • • •• - * v ;induct • • • • P • Required Uplift Resistance •• ••• . Fr • • .......• • • • • • talcul�tted • • • • Average The Weight W Product Approval • • • Tile Dimensions • • - • • • • ]r ice g • pi 8wrath • • II • • • • • • • • • •ProEucsAppro • • • • • • • • • All calculations must be submitted to the building official at the time of flemiitsapplication. M required Moment Resistance* Mean Roof Height -' Roof Slope ,, 15' 20' 25' 30' 40' 2:12 34.4 36.6 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 322 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Mf. If the Mf values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" _ is J (Pt: I x L � � � _ / ) - Mg = Mrt / Product A pproval Mf " / cJo (P2: S 18 ° ‘Ox 2/0 = 2 ) - Mg� a =m � � Product Approval Mf C q� 5, 5 (P3: l �1 a0 •9 0-f =. Mg = Product Approval Mf R Method 2 "Simplified The Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F values are greater than or equal to the Fr values. for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P1: x L (P2: xL (P x L = xw:= __) -W: x cos 0 =Fri = xw: =_) -W: x cos =F = Fr3 xw:= ) - W : x cos • • • • • • ••• • • • • • • • • FLORIDA BUILDING CODE - BUILD • • • ; • • •• •• • • • :•• • ••• • • • ••• • •• Product Approval F' Product Approval F' Product Approval F 15.35 M IA M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 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 of the Florida Building Code. DESCRIPTION: Vanguard Roll Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an 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 consists of pages 1 thrrllfgh1. :: • • • • • • The submitted documentation was•reviwted tot ?lax • •••••_ • • ••• •• • • . • • • • • • • • • • • : • • ••• • • • • • ••• • • • • • • • • S Si • ••• . •• • • • ••• • • ••5 • • • • • • • • • 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 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile LLC Vanguard Roll Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Roofing Low Profile Roofing Tiles Concrete Test Dimensions Specifications 1= 16 -1/2" TAS 112 w = 13" ' /2" thick I = varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II PO402 94 -060B 94 -084 •• ••• • • • • • • • • . • • • 1463 mi: • • • • • O •• ••• •• • TAS 112 S.• • • • ••• • • • • • • S. • ••• • •. • • • • • • • • • • • • • • • • • ••• • • • • • • • •• • • ' • • • • • ••• •' • • • • • ••• • • • • ••• • • • • • • ;•• • • • • •• •• • • • • • • ••• • • • ••• •' '• Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Static Uplift Testing March, 1994 PA 101 (Adhesive Set) Static Uplift Testing May 1994 PA 101 (Mortar Set) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test Identifier Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -76 El 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 ••• ••• • • e • • •• • • • • •• • . • • • .. • •• ••• '•• '•' • • ••' ••• ••• • • • • • .• • . . . • ' • • • • • • . . . . ' • • ••• • • • • • •• • • • • ••• • • • ••• • • • .. . •• . '•• • • • • Test Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 October 2007 April 1999 June 2007 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Vanguard Roll Tile Battens Direct Deck Battens Direct Deck Battens Direct Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 5.60 4.78 5.44 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (lbf) Length -I (ft) Width -w (ft) Monier Lifetile Vanguard Roll Tile 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers -2s. ft Tile Profile A, (ft Batten Application Direct D X (ft ation Monier Lifetile Vanguard Roll Tile 0.266 0 289 3. LIMITATIONS 4. INSTALLATION 4.1 Monier Lifetile Vanguard Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. •.. o o o o o •o .. oo •• • • . S • • • ••• •• •• ••• •• ••• • • ••• ••• • • • • • • • • • • •• • • • • • S • • • • • ••• • • • • • ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • . •. • •• • • • .. .• • ••• • • NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Vanguard Roll Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Adhesive' 26.1 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - M (ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Profile Monier Lifetile Vanguard Polyfoam PolyPro Roll Tile Polyfoam PolyPro 3 Lar• e • add • lacement of 54 • rams of Pol Prom'. 4 Medium paddy placement of 24grams of PolyPro M . Minimum Attachment Resistance 5.5 • • • •• O • • •• ••• S. • • • • • • •• • ••• • • • • • • • • • • • • • • . • • . • i• • • • • • •• • S i . • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • .•. • • • • • • • • • • : • • • •• • • NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Vanguard Roll Tile Mortar Set 20.60 5 See specific mortar manufacturers Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". VANGUARD ROLL MONIERLIFETILE LLC, VANGUARD ROLL TILE IDENTIFICATION MARK (POMPANO, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • • o ' . • . • ••• • ' • ' • • • • • ••• • • • • • • • • • • • • • • • i' • ' •• •• S • • •• • • • • • • • ••• • • • • • • • • • • • • • • • ' ••• • •• • •• • •• • • • • ••• • • NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 PROFILE DRAWING MONIER LIFETILE VANGUARD ROLL CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • .... . . . . • • • •• ••• .. '• • • •• • . � • • • •. • • • • ... '.' • • • ••• • • • • • •.. • • • • • • ••• • • • • • • ••• :' '• '.• ••• •'••• • NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 MIA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 This NOA shall no AHJ (in areas other assurance purpos the expense of su material within th that this product o , )319 MIAMI -DADE COUNTY, FLORIDA / a a••° METRO -DADE FLAGLER BUILDING --- e . 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been I' viewed by the BCCO and accepted by the Building Code and Product Review Committee.t be ; r' Iii � ;it ade County and other areas where allowed by the Authority Having Jurisdiction (AHJ) nation date stated below. The BCCO (In Miami Dade County) and/or the ) reserve the right to have this product or material tested for quality al fails to perform in the accepted manner, the manufacturer will incur ay immediately revoke, modify, or suspend the use of such product or erves the right to revoke this acceptance, if it is determined by BCCO e 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: Polypro® AH160 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 No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Product Polypro® AH160 Foampro® RTF1000 N/A ProPack'I 30 & 100 N/A PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® Ali 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Dimensions Test Specifications N/A TAS 101 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMI ED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro f AH 1 60 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. ' W 2 F'= • MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grains) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AHD 60 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampm RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AHI60 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Placoenough adhesive to achieve 1 t 23 Opdonal214's for inches hes In contact with the pan the "p 2) Tura covers upside down. Place adhesive 112 In. To 1 hi. From outside edge of cover tile. Then install the the. top porffin of the save course cover tile. Abut second course of pan tiles. Ensure cave end of pan and combs are flush at save line. Eaves closure (mortar shown) Nail through plastic cement NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nall through plastic cement '3in. I x 3 in. Single paddy on under- layment Single paddy on top of tile Single paddy under tile Paddy (between tile) Paddy (under tile) Eave course 21n. X 7 in. medium size paddy eave Faso ' course only ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Jr in.x 3 In. Single / paddy on underlayment S ingle paddy on top of tile Faye Course Nail through plastic cement Underlayment in. x 3 in. S 41n. paddy on under - layment Single paddy under the Single paddy between the 21n. x 7 in. medium size paddy eave course only Single paddy on top of tile Ea ve co urse Fascia Weephole Eave closure Drip edge Single paddy between tile Eave Closure 2 in. x 71n. medium Fassize paddy eave course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 Project Address 62 108 Street Miami Shores, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 1121360110140 Block: Lot: Contractor(s) HOME OWNER Phone Cell Phone Expiration: 03/03/2010 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: ADDITION Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: Bond Retum : Occupancy: Single Family Exterior. Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due Bond Type - Owners Bond CCF CO /CC Fee DBPR Surcharge Education Surcharge Permit Fee - Additions/Alterations Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Radon Surcharge Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $300.00 $24.00 $150.00 $2.00 $8.00 $1,200.00 $60.00 $80.00 $60.00 $2.00 $40.00 $250.00 ($250.00) $30.00 $1,936.00 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy September 04, 2009 Invoice # RC- 10-08 -33105 RC -10-08 -33105 Total Amt Paid Amt Due $ 1,936.00 $ 1,686.00 $ 1,936.00 $ 1,936.00 $ 0.00 Bond #: 1888 Applicant DANIEL GREEN Valuation: Total Sq Feet: $ 40,000.00 400 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Final Building Second Floor Slab Second Floor Tie Bond Beam Final PE Certification Shutter Final Tie Beam Bond Beam Window Door Attachment Slab Termite Letter Framing Insulation Floor Trusses Drywall Screw Trusses Plan Submittal Roof Sheathing Spot Survey Wall Sheathing Shutter Attachment Rake Beam Footing Window and Door Buck Roof Trusses Density Fill Cells Columns Wire Lathe Stem Wall Footer In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. September 04, 2009 Date 1 Inspection Number: INSP- 121137 Scheduled Inspection Date: November 17, 2010 Inspector: Hernandez, Rafael Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Miami Shores, FL 33138- Project: <NONE> Contractor: A AMERICAN PLUMBING INC Building Department Comments November 16, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 og 1 Permit Number: PL -8 -09 -1296 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number (305)762 -5638 Parcel Number 1121360110140 Phone: (305)866 -5600 INSTALL NEW SEPTIC AND DRAINFIELD 900 GALLONS (SEPTIC) 250 SQ FT (DRAINFIELD) Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments HRS APPROVAL IN FILE fi Page 1 of 14 Nov 15 10 12:46p Daniel Green //�� - 5/76 " � PS- Amid iite APPLICATION : A P919343 STATE OF FLORIDA me= M. -5C- 978951 At'>1LICANT; Dan iel G_rene =MI A Amerlcen Plumbing PROM= ADDRESS: 62 NW 108 St Miami, FL 33165 LOT: ! 1 1 1 1 3 3 3 3 3 3 ) 3 3 3 3 1 I 1 3 3 1 ] 3 1 Comments: : CCNBTROCSZ inset $ I AA I . An MI DEPARTI!T OF HEALTH COMM ORBITS SWAGE TREATHENT AND DISPOSAL SYSTEM 'T +►: F1758706 CONSTRUCTION INS Pl3cR'YOAt A>aID SZNAI APPROVAL man PAm :04/16/2O09 TANK [011 [02] [ [04] (DS3 oUrter FI3+M% Zabel [061 [0 [ [053 INSTALLATION TAN N slag (i 1 800.00 TAN MTERZIL OUTLET DEVICE NDLTI- CHAMBERED I] q (/ N 7 =GEM 1. 2 @ingS.MQ INATERTIGBT LEVEL DEPTH TO LID DRAZNPIELD INSTALLATION (101 AREA (11 255 (21 1111 DI$TRZE1022oF SOX [121 NL»d8$R OF aAAZNLIp!g [131 DRAIN SEPARATION (1 a J D otaNt Ie16 SLOPE [LSJ DEPTEI Or COVED [16] ELEVATION I ABOVE / [173 81eTet LOC&TZQi1 I19I DOCxttc Pubt2a (1531 AGOR5GATE SIZE [20] AGGREGATE BXCE8E/VS TINED [213 AGGREGATE DEPTH TILL f sXCAVAT :O?t MATERIAL (223 Vxx,x. alsOt7NT £233 FUJI. TEXTURE [241 EXCAVATION DEPTH t253 AREA REPLACED (261 REPLACEMENT MATERIAL (23 Concrete 2. BSADER 1. Q 2, t F►IRrOv BLOCK: SQYT x 3224 55.08 APS1934S 1 1 1 1 1 ] 3 SETBACKS (273 SURFACE WATER 128) DITCHES [283 P .IVATP WELLS (301 PUBLIC WELLS [311 ERRI6ATION =ma (323 POTABLE EATER [333 Hunan= FOUNDATIONS (34) PROPERTY LID>tr8 (353 OTHER TIE = / WOUND SYSTEM [361 DRAZN IE3.D COVER (37) SHOULDERS [353 SLOPES [351 322EILIZATiON ADDITIOVAL [401 [411 [421 (431 1441 1451 (861 [47) 1483 IN>i'OR91TI81 UNOBSTRUCTED AREA ETORldip►SER RST M AME MAIUTREANCE RORTEMENT DOZWING AREA LOCATION CONFORMS WITH FINAL RITZ GRADING OTHER ABANDONMENT 149] VA!! ?UtWF.P [501 TANK csuen s rut= BL'BOVy� 1 Dade CED Ronald E Cara (Dada County Enrtroemo:WE alealae) PROVED I ,,,, ('Explanation - Lono on P�.gal AO::Nd ECara pa a Caantg Envni l yatXEM [ ate DN 4016. 06/09 (Obscum ea 8.X.7. previous s editions hiCh may not ba mead) . . 5 ; �' COI, Incorporated: 64E 6.003. SAC ,S 4 $N Daioh7pd v 11.0.1 alOY70s 3057625638 p.1 TES Pam ;375.00 1WCSIF $ :13 -PID -1 1x1094 SITE PLAN DATE: 08/1W2009 DATE : 09110/2009 P Page 2 at 3 >tT FT FT Fr FT 45 8'T 7.5 Ti 5 8s FT CONTRACTOR MOM M Woodard (A Am®ric ARDS ARC 24 BUILDING PERMIT APPLICATION FBC 200 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder 1 P'i'g Phone # Owner's Address DJ.. AO. ( O6 `,j'� _ C i tyl � ` ' AW >hLY S. Architect /Engineer's Name (if applicable) Value of this Permit" State Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33 l38 Tel: (305) 795.2204 Fax: (305) 756.8972 Tenant /Lessee Name Phone # E -MAIL: Job Address (where the work is being done) 2 G a 0 c, s City Miami Shores Village County Miami -Dade Zip FOLIO /PARCEL# /�– ('j�"()(( 614 „ Is Building Historically Designated YES NO x Contractor's Company Name a CO Ld Contractor's Address ( `j S, i -5. C7%) City J b1 e + / State F Qualifier Name i./4,4vAl 5 s ******** r. xxxr. xxxr, xxxxx * * *xxx *xxr.xxxxr.xxF ** Permit No. Master Permit No. �G(INC 1(92 Zip S�j( � S Phone # 7o 66c — “00. Zip Phone # Phone # Square / Linear Fpot n ) `orlte"V» 1, *xxxx x xx x x xx '331g(- MU 0 5 2009 State Certificate or Registration No. ere H ''f IV. Certificate of Competency No. E- MAIL: Type of Woi �� (�JAddition - �= '❑Alteration New F Repair /Replace ❑ Demolition Describe Work: ."'�1714 /Ai( , � (pl Submittal Fee $ "` Permit Fee $ - Notary $ — Training /Education Fee $ Scanning $(C• Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ l G 0 C See Reverse side 5 PAID 1 * iI 9 CC F $ 1 . r CO /CC Technology Fee $ p • }55 Zoning $ Bonding Company's Name (if applicable) Bonding Company's Address City 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 as slicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure w the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commence , -nt m t . poste. at the job site for the . first inspection which occurs seven (7) days after the building permit is issued. In abse e sf such , osted notice, the inspection will not be approved and a reinspection fee will be charged. C Owner or Agent The foregoing instrument was acknowledged before me this day of 1 , 200i, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUMWet ^ 1C3'I7 thxina Sign: I Y (( .tnftr Print: A) ormc.- u c,C i "3 '444" My Commission Expires: xxxxx *xx *xxxxxxxxxxxx **** 1 APPLICATION APPROV (Revised 02/08/06) State Zip Signatur Contractor The foregoing instrument was acknowledged before me this�o4 day of a'-- ,200, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLI • Print: nck.. 't d t'CL v e h>r Sign: l My Commission Expires: xxx ie** ********** xx ,9 *>er. * * **xxrx * ** * *xxxxx *** x x xx xxxxxxr. �':xxxr. r.xxr xxx. r.xx Plans Examiner Engineer Zoning Project Address 62 108 Street Miami Shores, FL 33138- Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address m�rr PL yfs. bin 1No, ennit State Parcel Number Applicant 1121360110140 Block: Lot: Expiration: 02/01/2010 DANIEL GREEN Phone Cell identi Septic PROVED DANIEL GREEN 62 108 Street MIAMI SHORES FL 33168- Contractor(s) A AMERICAN PLUMBING INC Phone (305)919 -9512 Cell Phone (305)762 -5638 Valuation: Total Sq Feet: Type of Work: PLUMBING Type of Piping: SEPTIC & DRAINFIELD Additional Info: Bond Return : Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $350.00 $6.00 $8.75 $366.35 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy August 05, 2009 Invoice # PL -8 -09 -35544 Check #: 1189 Total Amt Paid Amt Due $ 366.35 $ 366.35 $ 0.00 August 05, 2009 Date For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: HRS Approval Abandonment Final Rough Landscaping In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. 1 CONSTRUCTION PERMIT FOR: OSTDS Existing New APPLICANT: Daniel Greene PROPERTY ADDRESS: 62 NW 108 St Miami, FL 33168 LOT: 6 PROPERTY ID #: 11- 2136 -011 -0140 SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 250 ] SQUARE FEET Trench confiauration drainfi SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [x] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: [X] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: Existing F.F.E, 12.81' NGVD. I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D FILL REQUIRED: 0 T H E STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM BLOCK: 211 SUBDIVISION: [ 0.00] INCHES Inspector to verify that a separated abandonment permit was secured before final approval "Invert elevation of drainfield to be no less than 8.90 ft. NGVD. *Bottom of drainfield elevation to be no less than 8.40 ft. NGVD. -The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3)(f). F.A.C. R SPECIFICATIONS BY: Carlos M Icaza APPROVED BY: Carlos M Icaza DATE ISSUED: 05/22/2009 [ 22.90 ] [I INCHES I/ FT ] [ ABOVE a BELOW I] BENCHMARK /REFERENCE POINT [ 52.90 ] [I INCHES I FT ] [ ABOVE a BELOW I] BENCHMARK /REFERENCE POINT EXCAVATION REQUIRED: [ 30.00] INCHES TITLE: TITLE: - Legacy DH 4016, 10/97 (Previous Editions May Be Used) v 1.1 .4 &r >S'J.9.313 yt77893u6 PERMIT #: 13 -SC- 978951 APPLICATION #: AP919343 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR774546 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] Dade CHD EXPIRATION DATE: 11/22/2010 Page 1 of 3 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING " Owner's Name (Fee Simple Titleholder) i . . (y _ vC 61/1 Phone # r 7 ei Z -C I 2( Owner's Address O 5 T City Mta, <>'te.,4 State FV Zip '5 Tenant/Lessee Name Email d- i �., k GZtn bp- evi Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip '1 )1. 10 FOLIO / PARCEL # Is Building Historically Designated YES NO t-` Flood Zone Contractor's Company Name Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. r Contact Phone Architect /Engineer's Name (if applicable) Value of Work For this Permit $ 5 0 Repair/Replace ❑ Demolitio Type of Work: Describe Work: Submittal Fee $ Notary $ Scanning $ Double Fee $ 00 Miami Shores Village n qniqg Building Department MAR 012010 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 8 ` Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Addition ❑Alteration ❑New Sic= T'vS S f' )(AR A-( ******** * * ** * * * * * * * * * * ** * * * * * * * * * * * ** ** F * * * * * * * * ** ** * ** * * * * * ** * * * * * * * ** Radon $ Permit Fee $ Training /Education Fee $ 2 Nip/ toe'' ST E -mail 4e-pin evionati DPBR $ Permit No. Master Permit No.':- Phone # Phone # Certificate of Competency No. Phone # Square / Linear Footage Of Work: CCF $ Violation date: '`�� Structural Review. $ 4'0" (I Total Fee Now Due $ 1 0400 CO /C C $ Technology Fee $ Bond $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature i p 1 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this I The foregoing instrument was acknowledged before me this day of M L L A 4 , 20 l0, by - 1 .ri1 C.1-- ,2.&f N , day of , 20 , by who is personally known to me or who has produced C1.---\ 5) who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: . y �S Sign: _ � Sign: : mo o cs . r Print: Q : Q t Print: r - ; _ = My Commission Expires: . L � � � ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** yx*********: t******* ** * ***** ***** *9:*** * ***** **** ** ** ****** f1 ltltlrl ►lla����� APPROVED BY 3 / � a SV ACcr' Plans Examiner My Commission Expires: 9-d ,2/'D (Revised 07 /10 /07)(Revised 06/10/2009) NOTARY PUBLIC: Zoning Engineer Clerk checked I toads hd • •. •• •' • •.• • • •: • • • '• • r • ••. • • . • • DECO TRUSS COMPANY, INC. Trusses & Building Materials 13980 SW 252 Street, Princeton, Florida 33032 Telephone: (305) 257-1910 Fax: (305) 257 -1911 www.decotruss.com WARNING: Extreme Care is required in Handling, Erecting and Bracing Trusses. Refer to TPI's "HIB -91 Summary Sheet", which is attached, to the engineering package. BUILDING DESIGNER (ARCHITECT or ENGINEER of Recorded It is your responsibility to determine that the dimensions conform to the utilized herein meet or exceed the actual Dead Loads Specified and /or Live Loads imposed by The Building Code. PERMANENT BRACING by the building designer for the structural safety of the building. It building designer to indicate size, location and attachments for all pet design analysis. The design and location of all bracing shall be such th structural parts of the building (such as shear walls, portal frames, be to achieve total structural integrity Permanent Bracing includes and Plane, The Bottom Chord Plane and The Web Member Planes. The rag of walls, beams, ledgers etc., shall be the responsibility of The , Building t er. Truss Connections shall be The Responsibility of The Truss Manufacture. (Refer to Documents AN & WTCA -95 for further information) TRUSS ERECTOR I INSTALLER (Builder) The proper and Safe erection of all the trusses is exclusively seek professional advice regarding the Erection / Installatio to prevent toppling and dominoing. Top Chord, Bottom Chord as per the attached HIB-91 Summary Sheet. You are also Plan and The Engineering when erecting Trusses, to insu symmetrical in loading and/or design. Proper Placement a all Flat Truss to insure they are not installed UPSIDE DOWN. N Never concentrate Building Materials, such as Plywood or Blocks o Alterations to Trusses: > "The act of cutting or attaching any item that the truss was not originally designed floe Trusses cannot be altered from the attached engineering designs, with out proper re-designing by a Florida Registered Engineer. We highly recommend to our customers to use our engineer, however to our knowledge there is no code that states you must use the engineer, who 'seated the truss engineering and layout. However, fi is of the utmost importance that, any Florida Registered Engineer who takes the task of designing repairs to trusses, should be extremely knowledgeable, not Witty structural des ns but also have experience designing trusses. Should any aiteratio be +na[da • •. • tractor and homeowner wraive• 0Il whir ieed* ;ar �: • • and engineer. All future, queue, 'ig' .:. • . whom redesigned said trusses and altered them. REV'S • .••• • • • • CHED HIB-91 Summi L341 APPROVED BY DATE ZONING DEPT ALWAYS R FER TO TH vt... . BLDG DEPT !�" SUBJECT i0 CCMPL.IANCE WITH ALL FEDERAL STATE AND N SUN iY riULES AND REGULATIONS I toads hd • •. •• •' • •.• • • •: • • • '• • r • ••. • • . • • DECO TRUSS COMPANY, INC. Trusses & Building Materials 13980 SW 252 Street, Princeton, Florida 33032 Telephone: (305) 257-1910 Fax: (305) 257 -1911 www.decotruss.com WARNING: Extreme Care is required in Handling, Erecting and Bracing Trusses. Refer to TPI's "HIB -91 Summary Sheet", which is attached, to the engineering package. BUILDING DESIGNER (ARCHITECT or ENGINEER of Recorded It is your responsibility to determine that the dimensions conform to the utilized herein meet or exceed the actual Dead Loads Specified and /or Live Loads imposed by The Building Code. PERMANENT BRACING by the building designer for the structural safety of the building. It building designer to indicate size, location and attachments for all pet design analysis. The design and location of all bracing shall be such th structural parts of the building (such as shear walls, portal frames, be to achieve total structural integrity Permanent Bracing includes and Plane, The Bottom Chord Plane and The Web Member Planes. The rag of walls, beams, ledgers etc., shall be the responsibility of The , Building t er. Truss Connections shall be The Responsibility of The Truss Manufacture. (Refer to Documents AN & WTCA -95 for further information) TRUSS ERECTOR I INSTALLER (Builder) The proper and Safe erection of all the trusses is exclusively seek professional advice regarding the Erection / Installatio to prevent toppling and dominoing. Top Chord, Bottom Chord as per the attached HIB-91 Summary Sheet. You are also Plan and The Engineering when erecting Trusses, to insu symmetrical in loading and/or design. Proper Placement a all Flat Truss to insure they are not installed UPSIDE DOWN. N Never concentrate Building Materials, such as Plywood or Blocks o Alterations to Trusses: > "The act of cutting or attaching any item that the truss was not originally designed floe Trusses cannot be altered from the attached engineering designs, with out proper re-designing by a Florida Registered Engineer. We highly recommend to our customers to use our engineer, however to our knowledge there is no code that states you must use the engineer, who 'seated the truss engineering and layout. However, fi is of the utmost importance that, any Florida Registered Engineer who takes the task of designing repairs to trusses, should be extremely knowledgeable, not Witty structural des ns but also have experience designing trusses. Should any aiteratio be +na[da • •. • tractor and homeowner wraive• 0Il whir ieed* ;ar �: • • and engineer. All future, queue, 'ig' .:. • . whom redesigned said trusses and altered them. REV'S • .••• • • • • CHED HIB-91 Summi DECO TRUSS COMPANY, INC. 13980-SW 252 STREET PRINCETON FL 33032 Project: STEPHEN BRASGALLA Model: AR #12239 PH.: 954.614.3801 Block No: Lot No: Contact Site Name: Phone: Fax: General Truss Engineering Criteria & Design Loads (Individual Truss Desig.Drawings Show Special Loading Condi i ns): Building Code: Florida Building Code, Chapter 23. Comp =- • • - ► >- • MiTek 20/20. Gravity: 4 , .r psf Roof Total Load Gravity: tI psf Floor Total Load. Wind: 0' kc mph ` Pages or sheets cover - = - + " thru 0020 Total: 20 drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15- 31.003 of the Florida Board of Professional Engineers. The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1 -1995 Section 2. Truss Design Engineer's Name: Mahmoud Zolfaghari, P.E. License #: 36921 Address: 13901 S.W. 108 Ave., Miami, Fl. 33176. 0001 0005 0009 0013 0017 Date Truss 02 -11 -2010 Al 02 -11 -2010 A7 02 -11 -2010 AG6 02 -11 -2010 .13 02 -11 -2010 V2 Office 0002 0006 0010 0014 0018 Date Truss 02 -11 -2010 A3 02-11-2010 AS 02 -11 -2010 0J7 02 -11 -2010 J5 02 -11 -2010 VS To: ADD.: GREEN RESIDENCE PHILBUILT Deliver To: 62 N.W. 180 ST. MIAMI SHORES Deliver To Address3 Tentative Delivery Date: Material Summary Includes the following W -6-- `TO 1 4-04. P7 0003 0007 0011 0015 0019 Reviewed for general compliance with design intent only. Contractor shall field verify all existing conditions an II be solely responsible for all aspects of jobsite installation. Install stri per ma cturer's specifications and as further notated on the enclosed d• ' menta Date Truss 02 -11 -2010 A4 02 -11 -2010 A9 02 -11 -2010 FG1 02 -11 -2010 V10 02 -11 -2010 V7 Truss List Job Page: Date: Project Account No: Designer: Salesperson Quote 0004 0008 0012 0016 0020 mtm Date Truss 02 -11 -2010 A5 02 -11 -2010 AG2 02 -11 -2010 .11 02 -11 -2010 V11 02 -11 -2010 V9 •• ••• • • • • • • • • •• • • • • • • Madirnound Znlfage>at y . 1 of 1 2/11/2010 6874 Con sulting E;ginn9 ; 139(1 1G8 s,.. : Miami. 'io:4t • ; ; i ; : p � � �e• • • Phon `30 253 '242 fax 9 ��Z�+t� FlofidA 44 PrOliAAnil License No. 36921 1 1'$''fvior:L .�ierl 63i • • • • • • • • • • . :• (Al • • • •• •• • • ••• • • Job Truss Truss Type Qty Ply ADD: GREEN RESIDENCE (JG2) 6874 Al COMMON '7 1 Job Reference (optional) ' DECO TRUSS COMPANY INC., Princeton, FL 33032 -2-0 -0 5-7 -0 11 -2-0 16-9 -0 22-4 -0 2 -0-0 5-7-0 5-7-0 5-7-0 5-7-0 Plate Offsets (X,Y): [1:0- 2- 2,0 -1 -0], [2:0- 3- 4,0- 1- 8],[6:0 -3- 4,0-1- 81,[7:0 -2- 2,0-1- 0],[9:0- 3- 0,0 -3-0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.71 BC 0.64 WB 0.18 (Matrix) DEFL in (loc) Udefl Ud Vert(LL) 0.58 8 -9 >445 360 Vert(TL) - 0.56 8-9 >466 240 Horz(TL) -0.13 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 100 lb 3x8 = LUMBER TOP CHORD 2 X 4 SYP SS BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.2ND LOAD CASE(S) Standard 2.98 ! 12 7 -5-5 7 -5-5 REACTIONS (lb /size) 2= 1405/0 -8-0, 6= 1405/0 -8-0 Max Uplift2=- 1964(LC 2), 6=- 1964(LC 2) 5x6 = 4x12 = 4 14 -10-11 7 -5-5 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Feb 03 14:23:46 2010 Page 1, 3x4 = 22-4 -0 7 -5-5 3x8 = 24-4 -0 2 -0-0 Scale = 1:45.7 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6 -15 oc purlins. BOT CHORD Rigid ceiling directly applied or 2 -9 -15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2-12=-3436/3947, 3-12 =- 3373/3959, 3-13 =- 2991/3519, 4-13 =- 2931/3526, 4 -14=- 2931 / 3526, 5-14= 2991/3519, 5-15= 3373/3959, 6 -15 =- 3436/3947, 6-7 =0/42 BOT CHORD 2-9=-3586/3257, 8- 9=- 2666/2290, 6-8=- 3586/3257 WEBS 4-8=- 454/747, 5-8=-552/671, 4- 9=- 454/747, 3-9=-552/671 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Comer(3) -2-0 -7 to 0 -11 -9, Exterior(2) 0 -11 -9 to 8 -2 -0, Comer(3) 8 -2 -0 to 11 -2 -0, Exterior(2) 14 -2 -0 to 21 -4-7; Lumber DOL =1.33 plate grip DOL =1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1964 lb uplift at joint 2 and 1964 lb uplift at joint 6. • ••• • • • • • • • • • • • • • • • t4�ahmo7' _ • • • • Consulting Engineers 13901 S.W. 14 ppkvel• •• • • Miar i, F brlda :33176: :: •. : : Phone 3C&25-2428 Florida Professional Engineering License No. 36921 Special Inspitckl Licence T i.63 • • • • ••• • • • • • • • • • • • • • • • S. •• • • • •• •• • • • • • • _JJ-•- • —• Job 6874 2x4 I T Truss AG2 DECO TRUSS COMPANY INC., Princeton, FL 33032 -2 -1 -0 3-6-5 7-0-11 2 -1 -0 3-6-5 3-6-5 4x8 = 3 2 20 Plate Offsets 1:0- 2- 2,0- 1- 0],[9:0- 3- 1,0 -0-2 10: 0- 2- 2, 0- 1- 0],[12:0- 1- 8,0 -1- 8],[13:0 -4-4 0-5-4] [14:0 -5- 4,0-3- 0],[15:0- 1- 8,0- 2 -12],[ 16:0 -3- 0,0-1- 8],[17:0- 5- 4,0 -0-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Ina NO Code FBC2004/TPI2002 CSI TC 0.77 BC 0.49 WB 0.68 (Matrix) DEFL in (Ioc) I/defl Vert(LL) 0.5112 -13 >514 Vert(TL) -0.5612 -13 >466 Horz(TL) 0.13 9 n/a Ud 360 240 n/a PLATES MT20 MT2OH Weight 463 lb GRIP 244/190 187/143 17 3x10 MT2OH H I 3-6-5 3-6-5 2.98 ; 12 3x4 16 3x8 = LUMBER TOP CHORD 2 X 4 SYP SS BOT CHORD 2 X 6 SYP M 26 *Except* B2: 2 X 8 SYP SS WEBS 2 X 4 SW No.2ND *Except* W1:2X6SWM26 OTHERS 2 X 4 SYP No.2ND 7 -2 -7 3-8-1 REACTIONS (lb /size) 17= 9043/0 -8-0, 9= 4997/0 -8-0 Max Harz 17 =11(LC 2) Max Upliftl7=- 8828(LC 2), 9=- 4893(LC 2) Truss Type SPECIAL 15 5x8 = I W8 B2', 10-7 -0 3-4-9 LOAD CASE(S) Standard 1) Regular. Lumber increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert 1- 2 = -90, 2- 6 = -90, 6- 10 = -90, 14- 17=- 720(F =- 700), 9- 13 = -20 Concentrated Loads (Ib) Vert 14=- 2103(F) 5=- 2103(F) 10-7-0 11 -1 -0 14 -9-11 3-6-5 0-6-0 3 -8-11 5x10 MT2OH = 3x6 5 6 13 7x14 = 14 6x8 I I 14 -9-11 4-2 -11 Qty 1 BRACING TOP CHORD BOT CHORD 7.140 s Aug 17 2009 MiTek Industries, Inc. Thu Feb 11 13:39:04 2010 Page 1. 18-6 -5 22 -3-0 24-3 -0 3 -8-11 3 -8-11 2 -0-0 22 7 2x4 12 3x8 = ADD: GREEN RESIDENCE (JG2) 3 Job Reference (optional) 18-4 -5 3-6-11 3x4 8 11 2x4 Structural wood sheathing directly applied or 5-6-15 oc purlins, except end verticals. Rigid ceiling directly applied or 9-8-5 oc bracing. Contractor, must refer to Engineer Drawing For proper nailing instructions, on Multiple Member Girder Attachment FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/46, 2-20=-12220/11532, 3-20 =- 12201/11539, 3-4= 14586/13906, 4-21 =- 17781 / 16966, 5-21 =- 17718 /16971, 5-6=-18453/17632, 6-22=-17540/16531 , 7 -22 =- 17605/16524, 7-8 =- 17631/16458, 8-23=-15974/14471, 9-23=-16033/14464, 9-10 =0/51, 2- 17=- 7353/7245 BOT CHORD 16-17=-1220/1520, 15 -16 =- 10985/11779, 14-15= 4652/4924, 13-14=-3612/3752, 5-13 =- 1115/1039, 12-13=-15229/16309, 11 -12= 13828/15474, 9-11 =- 13828/15474 WEBS 3-16= 2002/1922, 3-15=-2650/2744, 4- 15=- 2891/2740, 7- 12=- 229 / 262, 8-12 =- 1954/1797, 8-11 =- 866/986, 2 -16 =- 10443/10971, 6-13 =- 6431/6849, 6-12 =- 621/961, 4-13=-3224/3451, 13- 154- 9224/9869 NOTES 1) 3 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9 -0 oc, 2 X 6 - 2 rows at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7 -0 oc, 2 X 8 - 3 rows at 0-5-0 oc. Webs connected as follows: 2 X 4 -1 row at 0 -9 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -02; 146mph (3- second gust); TCDL= 5.0psf, BCDL= 5.0psf, h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Automatic; Lumber DOL =1.33 plate grip DOL =1.33 5) All plates are MT20 plates unless otherwise indicated. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8828 lb uplift at joint 17 and 4893 lb uplift at joint 9. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2103 lb down and 20620up at 10-4 -4 on top chord, and 2103 lb down and 2062 lb up at 10 -3-6 on bottom chord. The design/selection of such conned i n device(s) is the responsibility of others. • 22 -3-0 3 -10-11 • •• ••• • 23 g 3x10 = • • • • •: • •• • • • • 2x4 II 10 ••• • • • • • •• • • •• • • • •• Mattmound ZoI fa, rir"a' i P.E„ Consulting Engtt • 13901 S.W. J. Miami, Florida* 331•16 Phone 3055233 -242 Fa Florida Frof4 D iu ai• Agi :i- t rig : c;nsttto. :3691 Special Tnspectcw..3c►F:r e N r: 3f : • : Scale = 1:47.4 • • • • • • • •• • • • • • • • • • • • • •• • • • •• •• 000 • • • 000 • • Job 6874 DECO TRUSS COMPANY INC., Princeton, FL 33032 0 0 ri 0 -2 -0-0 2 -0-0 Truss A3 Plate Offsets (X,Y): [1:0- 2- 2,0 -1 -0], [4:0- 4 -0,0 -2-8], [7:0- 2- 2,0 -1 -0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.86 BC 0.73 WB 0.57 (Matrix) DEFL in (Ioc) Vdefl Vert(LL) 0.37 9-11 >711 Vert(TL) - 0.51 9-11 >514 Horz(TL) 0.14 6 n/a Ud 360 240 n/a PLATES GRIP MT20 244/190 Weight 105 Ib LOAD CASE(S) Standard 5-6-0 5-6-0 5-6-0 5-6-0 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.2ND *Except* W3:2X6SYPM26 OTHERS 2 X 4 SYP No.2ND 2.98 ;12 Truss Type HIP 11 -0-0 11-4 -0 5-6-0 0-4-0 11 -0-0 4x8 = 5-6-0 11-14 0 0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); TCDL= 5.0psf, BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C -C Exterior(2) -2 -0 -8 to 0 -11-8, Interior(1) 0-11 -8 to 6 -11 -1, Exterior(2) 6-11 -1 to 11 -2 -0, Interior(1) 15 -4-15 to 21 -4 -8; Lumber DOL =1.33 plate grip DOL =1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1407 Ib uplift at joint 2 and 1407 Ib uplift at joint 6. QV PIy ADD: GREEN RESIDENCE (JG2) ;1 1 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Feb 03 14:26:15 2010 Page 11 16 -10-0 5-6-0 16-10-0 5-6-0 22-4 -0 5-6-0 22-4 -0 5-6-0 REACTIONS (Ib /size) 2= 1405/0- 8 -0, 6= 1405/0 -8-0 Max Uplift2=-1407(LC 2), 6=-1407(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2- 14=- 3417 / 2430, 3-14=-3353/2442, 3-15=-2479/2042, 4-15 =- 2425/2052, 4-16=-2425/2052, 5-16=-2479/2042, 5-17=-3353/2442, 6-17 =- 3417/2430, 6-7 =0/42 BOT CHORD 2 -11= 2171/3237, 10 -11 =2171 /3237, 9-10 =- 2171/3237, 8-9 =- 2171/3237, 6 -8 =- 2171/3237 WEBS 3-11= 0/141, 3-9 =- 1013/497, 5-9 =- 1013/497, 5-8= 0/141, 4 -9 =- 235/595 • 24-4 -0 2 -0-0 Scale = 1:46.7 • • • • BRACING TOP CHORD Structural wood sheathing directly applied or 2 -7 -8 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7 -2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. • •• • • • • • •• • • • • • • • Mahrnound ZolTagha , P, • • Consulting Engineers 13901 S.W, Of ;woo •�• ' • :•: Miami, Florida 3 :76• :. : : • • • '1 Phone 3 05-25 -24 $ Fax 05.23s 2 ,fe Florida Professional Engineering License No, 36921 Special Inspector: p i :ng4 r r '; F . • •- • ••• • • • • • • • • • • • • • • • ••• ••• • • • • ••• ••• • • • ••• 1 Job Truss 6874 A4 DECO TRUSS COMPANY INC., Princeton, FL 33032 -2 -0-0 4-6-0 2 -0-0 4-6-0 BOT CHORD WEBS LUMBER TOP CHORD 2 X 4 SYP SS *Except* T2: 2 X 6 SYP M 26 BOT CHORD 2 X 4 SW No.2ND WEBS 2 X 4 SW No.2ND OTHERS 2 X 4 SYP No.2ND LOAD CASE(S) Standard 2.98;12 9-0-0 9-0-0 Truss Type HIP 9-0-0 4-6-0 5x6 = is 5x8 = 13-4 -0 4-4-0 13-4 -0 4-4-0 BRACING TOP CHORD BOT CHORD Qty Ply ADD: GREEN RESIDENCE (JG2) 1 1 Job Reference (optional) 6x6 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Feb 03 14:26:00 2010 Page 1 3x4 = 17 -10-0 22-4-0 4-6-0 4-6-0 22-4 -0 9-0-0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C -C Exterior(2) -2 -0-7 to 0 -11 -9, Interior(1) 0-11 -9 to 4-9-1, Exterior(2) 4-9-1 to 17 -6-15, Interior(1) 17 -6-15 to 21 -4-7; Lumber DOL =1.33 plate grip DOL =1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1468 lb uplift at joint 2 and 1468 lb uplift at joint 7. • • • • • • 24-4 -0 2 -0-0 Plate Offsets (X,Y): [1:0-2-2,0-1-0], [4:0-2-8,0-2-8], [5:0-2-8,0-2-4], [8:0-2-2,0-1-0], [9:0-1-12,0-1-8], [10:0-2-4,0-3-0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.59 BC 0.69 WB 0.17 (Matrix) DEFL in (loc) I/defl Vert(LL) 0.38 9 -10 >683 Vert(TL) -0.49 7 -9 >526 Horz(TL) 0.14 7 n/a Ud 360 240 n/a PLATES GRIP MT20 244/190 Weight 109 lb Structural wood sheathing directly applied or 3 -7 -1 oc purlins. Rigid ceiling directly applied or 3-6-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 2= 1405/0 -8-0, 7= 1405/0 -8 -0 Max Uplift2=- 1468(LC 2), 7=- 1468(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2 -13 =- 3396/ 2717, 3-13 =- 3340/2726, 3-14=-2905/2436, 4-14 =- 2874/2446, 4-5=-2794/2462, 5-15 =- 2871/2441, 6-15 =- 2904/2431, 6-16 =- 3346/2728, 7-16=-3401/2720, 7 -8 =0/42 2 -10 =- 2434/3219, 9 -10= 2113/2777, 7- 9=- 2437/3225 3-10 =- 473/323, 4-10= 0/261, 5- 10=- 252/285, 5-9= 0/222, 6-9=- 479/333 • • • • • • • • • • • • Scale = 1:46.7 Mahmound Zoofaglral P E • . • • Consulting Engineers 13901 s :\n avt-v„.•: • . t '- ., • • • ]Miami, Flarida 81f6 ; • ; • 4 ,• Phone 305-253-2428 Pax P5-23,- Florida Professional Engineering License No. 3692I Special Inspl br: icy rP:03 • • • • •••• • • • • • • • • • • • • • • • • • • • • ••• ••• • • • •• •• ••• • • • • • •• •_ •_ • • I7, 0 Job Truss Truss Type 6874 AG6 HIP DECO TRUSS COMPANY INC., Princeton, FL 33032 -2-0 -0 5-0-0 2-0-0 5-0-0 2x411 1 1 ri 0 Scale = 1:46.7 Contractor, must refer to Engineer Drawing For proper nailing instructions, on 2.96 , 2 4x1 0 = 2x4 3x4 = Multiple tiple Member Girder Attachment 3x6 = 15 Plate Offsets (X,Y): [1:0- 2- 2,0 -1 -0], [3:0 -5- 12,0 -2 -4], [5:0 -1- 12,0 -1 -8], [6:0 -5- 12,0 -2 -8], [8:0- 2- 2,0 -1 -0], [10:0 -1- 12,0 -1-8], [11:0 -4- 0,0-4 -8] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.81 BC 0.36 WB 0.24 (Matrix) DEFL in (loc) Udefl Vert(LL) 0.5910 -11 >439 Vert(TL) -0.7310 -11 >357 Horz(TL) 0.06 7 n/a Ud 360 240 n/a PLATES GRIP MT20 244/190 Weight 239 lb 5-0-0 5-0-0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 6 SYP M 26 WEBS 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.2ND 3 12 2x4 H 1 REACTIONS (lb /size) 2= 2120/0 -8-0, 7= 2120/0 -8 -0 Max Uplift2=- 2047(LC 2), 7=-2047(LC 2) 9-1 -15 4-1 -15 4 11 7x8 = Qty Ply 1 13-2 -1 17-4 -0 4-0-3 4-1-15 5 10 3x4 = 9-1 -15 13-2 -1 17-4 -0 4-1 -15 4-0-3 4-1-15 LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 3 = -90, 3- 6=- 143(F = -53), 6- 8 = -90, 2- 12 = -20, 9- 12=- 32(F = -12), 7 -9 = -20 Concentrated Loads (lb) Vert: 12=- 321(F) 9=- 321(F) ADD: GREEN RESIDENCE (JG2) 2 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Feb 03 14:53:22 2010 Page 11 9 6 2x4 22-4 -0 5-0-0 22-4-0 5-0-0 ••• • • ••• • • • 3x6 = 16 7 •• • • 24-4 -0 , 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1 -2 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/49, 2 -15=- 6369/5003, 3-15 =- 6316/5013, 3-4- 8268/6796, 4-5 =- 8268 / 6796, 5-6=- 8505/6998, 6-16 =- 6281/4983, 7 -16=- 6334/4973, 7-8 =0/49 BOT CHORD 2- 12=- 4675/6121, 11- 12=- 4697/6175, 10 -11=- 6769/8505, 9 -10=- 4660/6132, 7 -9 =- 4646/6087 WEBS 3-12=-178/469, 3-11 =- 1945/2280, 4-11 =- 573/651, 5-11 =- 313/210, 5-10 =- 557/620, 6-10 - 2193/2564, 6-9= 113/395 NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 321 lb down and 323 lb up at 17 -4-0, and 321 lb down and 323 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 2) Special connection required to distribute web loads equally between all plies. 3) 2 -ply truss to be connected together with 10d (0.131"x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9 -0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9 -0 oc. Webs connected as follows: 2 X 4 -1 row at 0 -9-0 oc. Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 321 lb down and 323 lb up at 17 -4-0, and 321 lb down and 323 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 4) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 5) Unbalanced roof live loads have been considered for this design. 6) Wind: ASCE 7 -02; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf, h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Exterior(2) -2 -0 -8 to 0 -11 -8, Interior(1) 0 -11 -8 to 21 -4-8, Exterior(2) 21-4 -8 to 24 -4 -8; Lumber DOL =1.33 plate grip DOL =1.33 7) Provide adequate drainage to prevent water ponding. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2047 lb uplift at joint 2 and 2047 lb uplift at joint 7. 9) Girder carries hip end with 5 -0 -0 end setback. • • 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 321 lb down and 323 lb up at 17 -4-0, and 321 lb down and 323 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is`tjie responsibility of others. • • • • • • • 2x4 • •• Mahmound fil1fjj�tYJ., Consulting e isin 13901 S.W. j ©S Miami, Florida 33176 Phone 305 - 25,3, - 4 8 Florida Professional Eiginee3ing4li ce; e Flo. 3V2' Special Inspects; Ie•„F 6 :•`•; • • • • • • •• • • • • • ••• • 8 •• • • Willi • • • • • • • • • • • • 0 ;Job I Truss 6874 A7 1 DECO TRUSS COMPANY INC., Princeton, FL 33032 N -2-0 -0 2 -0-0 4x4 = LUMBER TOP CHORD 2 X 4 SYP SS BOT CHORD 2 X 4 SW No.2ND WEBS 2 X 4 SW No.2ND *Except* W3: 2 X 6 SYP M 26 OTHERS 2 X 4 SW No.2ND LOAD CASE(S) Standard Truss Type COMMON 6-7-0 6-7 -0 6-7-0 6-7-0 2.98.12 T1 REACTIONS (lb /size) 2= 851/0 -8 -0, 5= 593/0 -2-8 Max Horz 2.582(LC 2) Max Uplift2=- 1450(LC 2), 5=- 689(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2-8 =- 1224/960, 3-8 =- 1151/975, 3-4 =- 1203/1176, 4-5=-539/687 BOT CHORD 2 -6= 1220/1113, 5- 6= -102/75 WEBS 3-6=- 495 /760, 4-6=- 1296/1202 Qty '3 B1 BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); TCDL= 5.0psf, BCDL= 5.0psf, h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C -C Comer(3) -2 -0-7 to 2 -2 -8, Exterior(2) 2 -2 -8 to 11 -6-4; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1450 lb uplift at joint 2 and 689 lb uplift at joint 5. Ply 'ADD: GREEN RESIDENCE (JG2) 1 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Thu Feb 11 13:25:15 2010 Page 1 63x4 = 11 -2-0 4-7 -0 Plate Offsets (X,Y): [1:0- 2- 2,0 -1 -0], [2:0-4- 0,0 -0-2], [4:0- 5- 0,0 -1-8] LOADING (psf) TCLL 30.0 TCDL 15.0 BOLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.68 BC 0.29 WB 0.68 (Matrix) DEFL in (Ioc) Udefl Vert(LL) 0.08 6 >999 Vert(TL) -0.13 2 -6 >999 Horz(TL) -0.02 5 n/a Ud 360 240 n/a PLATES GRIP MT20 244/190 Weight 57 lb 11 -9-0 5-2 -0 2x4 i l Structural wood sheathing directly applied or 5-11 -3 oc purlins, except end verticals. Rigid ceiling directly applied or 5-2-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. •• • • • • • • •• • • • • • • Mahmound .alf k"i, Fes, • • • • • • • • •• 11 -9-0 0-7 -0 Scale = 1:23.2 3x8 4 5 Consulting Engineers 13901 5. ..18$• v,∎:. ••. ••• .'. Mia*rs Fltr 1a X3176: .. • •• . ; Phone 30 •"G53 :342 uy�iUS- ?�•��•�' Florida Professional Engineering License No. 3692 Special Insp€€ o.Licr • • • •••• • • • • • • • • • • • • • • • • •• •• • • • •• •• .• • - Job 6874 DECO TRUSS COMPANY INC., Princeton, FL 33032 cct , N LOAD CASE(S) Standard Truss I A8 -0-5 -8 2 -7 -6 0-5-8 1 5x6 = 8 2x4 I I 3x4 = T1 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.2ND *Except* W5: 2 X 6 SYP M 26 2 -7 -6 2 -7-6 2 -7-6 Truss Type SPECIAL 7 4x4 = 3x4 = t W 1, B1 Qty 11 2.98 12 BRACING TOP CHORD Job Reference o•tiona 7.140 s Aug 17 2009 MiTek Industries, Inc. Thu Feb 11 13:29:21 2010 Page 1 10-5 -8 11 -0-8, 7 -10-2 0-7 -0 2x4 3 f T2 Plate Offsets (X,Y): [1:0- 3 -0,0 -2 -121, [2:0 -1- 12,0 -2 -0), [4:0- 5- 0,0 -1-81 [8:0 -1- 12,0 -1 -12) LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.51 BC 0.51 WB 0.37 (Matrix) DEFL in (loc) Udefl Vert(LL) 0.12 6 -7 >999 Vert(TL) - 0.17 6-7 >748 Horz(TL) -0.05 5 n/a Ud 360 240 n/a PLATES GRIP MT20 244/190 Weight 54 lb REACTIONS (lb/size) 1= 587/0 -5-0, 5= 587/0 -2-8 Max Horz 1= 230(LC 2) Max Uplift1= 502(LC 2), 5=-568(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-80/139, 1 -2 =- 921/510, 2-3=-1028/627, 3-9=-1065/748, 4-9=-1013/757, 4-5=-566/599 BOT CHORD 7-8=-207/244, 6-7=- 803/983, 5-6=-59/37 WEBS 1 -7= 569/721, 2 -7= 372 /367, 3-6=- 477/500, 4-6= 901/1147 Ply ADD: GREEN RESIDENCE (JG2) 63x4 = 11-0 -8 8-5-2 1 9 NOTES 1) Wind: ASCE 7 -02; 146mph (3 -second gust); TCDL= 5.0psf; BCDL= 5.0psf, h=15ft Cat. II; Exp C; Kd 1.00; enclosed; C -C Exterior(2) 0-1 -12 to 2 -7 -6, Interior(1) 2 -7-6 to 7 -9-12, Exterior(2) 7 -9-12 to 10 -9 -12; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 502 lb uplift at joint 1 and 568 lb uplift at joint 5. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Structural wood sheathing directly applied or 5-2 -13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1 -13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. •• ••• • • • • • •• • • • • • • • 3x8 Mahrnound LOfragna i, � ,. • Consulting Engineers 13901 S.V;1a t-sv,:: •' 4 5 2x4 I I W5 • • • • •• Scale = 1:24.4 • •• Miami, FL W .431'76: • • • • • • Phone 305'253'24$ l' ax 3U5 233' 2! 8 Florida Professional Engineering License No. 36921 Special Inspqi*ox:Licdnt FrI: 31 • • • • • • • • • • • •• •• • • • ••• ••• _•-•_•-•-•—•• — • • • • • • • -• — —. • Job ITruss ITruss Type 6$74 A9 SPECIAL I DECO TRUSS COMPANY INC., Princeton, FL 33032 LOAD CASE(S) Standard 0 5 $ 4-7 -6 10-5 -8 0-5-8 4-7 -6 5 -10-2 N M a � I W1 T 1 5x6 L 3x4 = 2x4 I I T1 5 3x8 = B1 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.2ND *Except* BOT CHORD W4: 2 X 6 SYP M 26 REACTIONS (lb/size) 1= 587/0 -5-0, 4= 587/0 -2-8 Max Harz 1= 183(LC 2) Max Uplift 1= 541(LC 2), 4=-570(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 6= -9/63, 1- 7=- 1214/808, 2 -7- 1214/808, 2-8- 1400/998, 3-8=-1331/1005, 3-4 =- 501/585 BOT CHORD 5-6 =- 150/144, 4-5=-153/158 WEBS 1 -5=- 882/1122, 2-5=-794/788, 3-5- 1014/1254 Qty Ply !ADD: GREEN RESIDENCE (JG2) 1 1 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Thu Feb 11 13:28:43 2010 Page 1 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); TCDL= 5.0psf, BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C -C Exterior(2) 0-1 -12 to 3 -1 -12, Interior(1) 3-1 -12 to 7 -9-12, Exterior(2) 7 -9 -12 to 10 -9-12; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541 lb uplift at joint 1 and 570 lb uplift at joint 4. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. • • • • • • Mahnouna ,f& a Consulting Engineers 13901 S.1/••14g a .• 11 -0-8 0-7-0 2x4 I I CNI LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.75 BC 0.27 WB 0.81 (Matrix) DEFL in (loc) l/defi Ltd Vert(LL) 0.09 4-5 >999 360 Vert(TL) - 0.13 4-5 >977 240 Horz(TL) -0.02 4 n/a n/a PLATES GRIP MT20 244/190 Weight 59 lb 4 4-7-6 11-0-8 I 4-7 -6 6-5-2 Plate Offsets (X,Y): [1:0- 3- 0,0- 2 -12], [2:0- 3- 0,0- 2 -12], [3:0 -6- 12,0 -1 -0], [6:0 -1- 12,0 -1 -12] Structural wood sheathing directly applied or 4-6-15 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. •. ••• • • • • • •• • • • ra, • • • • • Scale = 1:24.51 • _ •• Miami, F1oriila `31'76; • .• Phone 305•2537428 Pax 305- 235'-p248 Florida Professional Engineering License No. 36921 Special Inspttfor:Lic t :t' 3G : • • • • .•• • • . . • • • • • • • •• •• • . • • •• •• -- -- •-•, --� • • • • • • • • Job Truss , Truss Type 1 Qty Ply ADD: GREEN RESIDENCE (JG2) 6874 CJ7 MONO TRUSS 12 1 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 7.140 s Aug 17 2009 MiTek Industries, Inc. Thu Feb 11 12:14:56 2010 Page 1 2 -11 -3 -2 -9-15 0-1=4 2 -9-15 3x4 = LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2ND WEBS 2X6SYPM26 REACTIONS (lb /size) 6= 412/0 -2-8, 2= 589/0 -11 -5, 7= 8/0 -1-8 Max Horz 2= 582(LC 2), 7=-308(LC 2) Max Uplift6=-579(LC 2), 2=- 775(LC 2), 7 =-8(LC 1) Max Grav6= 412(LC 1), 2= 589(LC 1), 7 =29(LC 2) 2.11 12 2 T1 4x4 = FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 201/304, 2-8 =- 499 / 467, 3-8 =- 386/474, 3-4=-6/0, 3-6=-308/587 BOT CHORD 2- 9=- 592/433, 6-9 =- 592/433, 5- 6 =0/0, 1 -7 =- 308/207 BRACING TOP CHORD BOT CHORD 7 -0-14 7 -0-14 5x6 I 3 4 7-0-14 7-0-14 9 LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert 3- 8 = -90, 3- 4 = -90, 5 -9 = -20 Trapezoidal Loads (plf) Vert: 1= 0(F =45, B= 45)- to- 8=- 159(F = -35, B = -35), 2=- 16(F =2, B= 2)- to- 9=- 35(F = -8, B = -8), 1= 0(F =10, B= 10)- to- 7=- 13(F =3, B =3) 6 3x4 11 5 LOADING (psf) I SPACING 2 -0-0 TCLL 30.0 Plates Increase 1.33 TCDL 15.0 Lumber - Increase 1.33 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2004/TPI2002 CSI TC 0.94 BC 0.35 WB 0.00 (Matrix) DEFL in (loc) I/defl Lid Vert(LL) 0.06 2-6 >999 360 Vert(TL) -0.09 2-6 >880 240 Horz(TL) -0.01 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 32 lb Structural wood sheathing directly applied or 6.0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 6-11 -6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. • NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf, h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 7. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 579 lb uplift at joint 6, 775 lb uplift at joint 2 and 8 lb uplift at joint 7. 4) Non Standard bearing condition. Review required. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). •• ••• • • • • • Si • • • • •• • • • • • •.• • Scale = 1:19.6! •• ••• •• • • • •• Mahrnound Zoir .gr n, P. ; Con tinetn s • s • • • . • • • 13901 S.W 1 �8 �e��: •• • • Miami, F1i nda.. • ••• i.• ••• Phone 305 - 253 -2428 Fax .; 05- 235 -- 74 g Florida Professiyta. Engieccirt tirtnt No: 3692 Special dnsp4ctor T.i4eri�'�N 4 6 ;r. • •• •• • • • •• ••• ••• • • - -S -.- ••• • • Job Truss ; Truss Type 6874 J5 MONO TRUSS DECO TRUSS COMPANY INC., Princeton, FL 33032 -2-0 -0 Plate Offsets (X,Y): [2:0- 2 -0,0 -1 -121 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.86 BC 0.11 WB 0.00 (Matrix) DEFL in (loc) 1/def1 Ud Vert(LL) 0.00 2 "" 360 Vert(TL) -0.04 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight 21 lb cn cL 1 LOAD CASE(S) Standard Qty Ply ADD: GREEN RESIDENCE (JG2) 3x4 2 -0-0 2 4x4 REACTIONS (lb /size) 3= 167/0 -1-8, 2= 524/0 -8 -0, 4= 46/0 -1 -8, 5= 20/0 -1 -8 Max Horz 2= 224(LC 1), 5= 508(LC 2) Max Uplift3=- 344(LC 2), 2=- 1119(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-495/265, 2- 6= 102/0, 3-6= -95/33 BOT CHORD 2- 4=0/0, 1 -5 =- 224/508 2.98;12 T1 8 1 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Feb 03 14:42:13 2010 Page 1 5-0-0 6 5-0-0 B2 3 Scale = 1:14.6 4 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -7-8 oc purlins. BOT CHORD 2 X 4 SW No.2ND BOT CHORD Rigid ceiling directly applied or 6-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); TCDL= 5.0psf, BCDL= 5.0psf, h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C -C Comer(3) -2 -0-8 to 2 -2 -7, Exterior(2) 2 -2 -7 to 4 -11-4; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 5. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint 3 and 1119 lb uplift at joint 2. 4) Non Standard bearing condition. Review required. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. •• ••• • • • • • •• • a • • • • • • • • • • • • • • • Mahr ounr 21Atil i 1 • • • •• Consulting Engineers s 139 01 S.W.°1 ; 4a,.•,• •. 4 0 , 4 ••• Floticia 331 ?6 • • • • •• • • Phone 30.56 ici5- 23'14.248 Florida Ftofm,iorrtl ,€nrin5:tring License No. 36921 Speti 3.l 1 i r ,ice ::; r �'• ` `C • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •• • • Job 6874 J3 MONO TRUSS DECO TRUSS COMPANY INC., Princeton, FL 33032 -2-0 -0 LC) 0 • d LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND LOAD CASE(S) Standard Truss Truss Type 1 3x4 = 2-0-0 5 REACTIONS (lb /size) 3= 86/0 -1-8, 2 406/0 -8-0, 4= 26/0 -1-8, 5= 22/0 -1 -8 Max Horz 2=- 637(LC 2), 5= 939(LC 2) Max Upliift3=- 207(LC 2), 2=- 940(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-917/459, 2- 6= 6510, 3- 6= -60/17 BOT CHORD 2- 4 =0/0, 1- 5=- 422/939 2 2.98', 12 T1 Qty Ply 'ADD: GREEN RESIDENCE (JG2) 4 1 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Feb 03 14:38:41 2010 Page 1 3-0-7 3-0-7 6 B2 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Ina YES Code FBC2004/TP12002 CSI TC 0.45 BC 0.17 WB 0.00 (Matrix) DEFL in (Ioc) Udefl L/d Vert(LL) 0.00 2 "*" 360 Vert(TL) -0.00 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight 15 lb BRACING TOP CHORD Structural wood sheathing directly applied or 3-0 -7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Scale: 1 " =1' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); TCDL= 5.0psf, BCDL= 5.0psf, h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Comer(3) -2 -0-8 to 2 -2 -7, Exterior(2) 2 -2 -7 to 2- 11 -11; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 5. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 207 lb uplift at joint 3 and 940 lb uplift at joint 2. 4) Non Standard bearing condition. Review required. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. •• ••• • • •• • • • • • • • • •• • • •• ••• •• • • • •• Mahrnound Zoilagh n., P.E. Consulting E> nee ; • • • ' i~ 13901 s.W. 11118 n v ' • Miami, jlridg• 3 17 • :: • • • Phone 305 - 253-2428 Fa; 305-7!--7248 Florida Proffsaonnl End neeting License No. 36921 Special Insye:i,rr L.:01;T • • • • • • ••• ••• • • • • • • •• •• ••• • • • ••• • • Job Truss ; Truss Type Qty Ply ADD: GREEN RESIDENCE (JG2) 6874 J1 MONO TRUSS 4 1 I Job Reference (optional) j DECO TRUSS COMPANY INC., Princeton, FL 33032 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Feb 03 14:47:19 2010 Page 1 10 0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 917/459, 2- 6=- 65/0, 3-6= -60/17 BOT CHORD 2- 4 =0/0, 1- 5=- 422/939 LOAD CASE(S) Standard 1 -2-0 -0 2 -0-0 2.98 12 1 -0-7 1-0-7 3 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 CSI TC 0.45 BC 0.17 WB 0.00 (Matrix) SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 DEFL in (loc) Udefl Ud Vert(LL) 0.00 2 ""' 360 Vert(TL) -0.00 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight 15 lb 3x4 REACTIONS (lb /size) 3= 86/0 -1 -8, 2=406/0-8-0, 4= 26/0- 1 -8, 5= 22/0 -1 -8 Max Horz 2=- 637(LC 2), 5= 939(LC 2) Max Uplift3=- 207(LC 2), 2=- 940(LC 2) 2 3x4 = BRACING TOP CHORD BOT CHORD B2 Structural wood sheathing directly applied or 3-0 -7 oc purlins. Rigid ceiling directly applied or 6-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf, h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C -C Comer(3) -2 -0-8 to 2 -2 -7, Exterior(2) 2 -2 -7 to 2- 11 -11; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 5. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 207 lb uplift at joint 3 and 940 lb uplift at joint 2. 4) Non Standard bearing condition. Review required. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. • •• • • • • • • •• • • • • • • 1a1IIYnourid Zolfaghati, P.E. Con SU1ting gi r 1390}::V1:108 : •' Mi .P1o;;0a +7 +•: • :.• •.• Phone 305-253-2428 Fax U5-233°4.248 Florid { 1�', g n�e9 a} nal ii �'artlll e fL ipcnse No. 36921 8F;l;'•` f I f E'.00 �l.. 630 • • • • • _•___0_11 •• •• •• • • • •• •• ••• • • • ••• • • • • • •• Scale: 1".1.1 Job Truss 6874 FG1 DECO TRUSS COMPANY INC., Princeton, FL 33032 1 6 4x10 H I W1 5-4-12 5-4-12 5-4-12 5-4-12 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 6 SYP M 26 WEBS 2 X 4 SYP No.2ND *Except* W1:2X6SYPM26,W5:2X8SYPSS REACTIONS (lb/size) 6= 2103/0 -2 -8, 7= 2103/0 -8-0 Max Uplift6=- 2288(LC 2), 7= 2201(LC 2) Truss Type SPECIAL B1 2 5 6x8 = Qty 1 BRACING TOP CHORD BOT CHORD WEBS FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 6=- 1234/1383, 1-8= 2347/2476, 2-8 =- 2347/2476, 2 -3= 2347/2476, 4-7=-2103/2201, 3-4= 1228/1291 BOT CHORD 5- 6=-430 /380, 4-5=- 423/409 WEBS 1 -5= 2281/2192, 2 -5 =- 398/447, 3-5=-2296/2166 Ply ADD: GREEN RESIDENCE (JG2) NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf, h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C -C Exterior(2) 0-2 -12 to 3 -2 -12, Interior(1) 3-2 -12 to 10 -5-14; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide adequate drainage to prevent water ponding. 3) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2288 lb uplift at joint 6 and 2201 lb uplift at joint 7. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 3 = -90, 4- 6=- 320(F= -300) 1 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Feb 03 15:46:02 2010 Page 1 10-9 -8 5-4-12 3 i 5x8 Scale = 1:22.4 Plate Offsets (X,Y): [1:Edge,0 -1-8], [3:0 -2- 12,0 -3-0], [5:0 -4 -0,0 -3-12] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.86 BC 0.29 WB 0.41 (Matrix) DEFL in (too) Udefl Vert(LL) 0.11 5-6 >999 Vert(TL) -0.11 5-6 >999 Horz(TL) -0.04 7 n/a Lid 360 240 n/a PLATES GRIP MT20 244/190 Weight 75 lb 10-9 -8 5-4-12 •• ••• • • • • W5 5x8 = • • • • a) 4 Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0 -0 oc bracing. 1 Row at midpt 1 -5, 3-5 Mabnn(�1:E.Tg Eo rber A ail. :h • Consulting Engineers • •'" • • 13901 S W. X 108 11,, , ... Miarri'Flarida 331 • • • • • • •' • Phone %45 -2 3 -X 44g Ita4 D 51233 X48 Florida Professional Engineering License No. 36921 Special Inspector Lice :se 3..'4. 636 • • • •••• • • • • • • • • • • • • • • • •.. .. .• • • • •• .• • co N N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Job Truss Truss Type Qty Ply ADD: GREEN RESIDENCE (JG2) 8874 V2 VALLEY 1 1 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 ' 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Feb 03 15:51:27 2010 Page 1' REACTIONS (lb /size) 1= 87/2- 9 -6, 2= 72/2 -9-6, 3= 16/2 -9-6 Max Horz 1= 102(LC 2) Max Uplift1- 176(LC 2), 2=-210(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -54/14 BOT CHORD 1 -3 =0/0 LOAD CASE(S) Standard 1 2 -9-6 2 -9-6 B1 3x4 2 -9-6 2 -9-6 2.98 i 12 2 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Ina YES Code FBC2004/TPI2002 CSI TC 0.16 BC 0.01 WB 0.00 (Matrix) DEFL in (loc) Udefl Lid Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) -0.00 2 n/a n/a PLATES GRIP MT20 244/190 Weight 7 lb 3 LUMBER BRACING TOP CHORD 2 X 4 SW No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -9-6 oc purlins. BOT CHORD 2 X 4 SW No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); TCDL= 5.0psf, BCDL= 5.0psf, h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Comer(3); Lumber DOL =1.33 plate grip DOL =1.33 2) Gable requires continuous bottom chord bearing. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 1 and 210 lb uplift at joint 2. • • • ••• • • • • • •• • • • • • • • • • • • • • • • • . Matimouifcrzooia 1 a' P , • • • • Consulting Engines 13901 S'W.108 1-1. •': ' . 41.., • l iisrr�i, 10 zr • 3311 :: • ; • Phone 305 -, _ ,.7 .?n frA 30512 3X248 Florida Arnfo iortgl I t ►tt r 1,1000 _to. 36921 1. 4 r 9 , 40-10 I Its;. • • • ••• • • • • • • • • • • • ---�' - •• • • • • •• •• ••• • • • ••• • • Scale = 1:6.9. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Job LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS. 2 X 4 SYP No.2ND Truss Truss Type 6874 V5 VALLEY DECO TRUSS COMPANY INC., Princeton, FL 33032 1 REACTIONS (lb /size) 1= 215/5 -2 -14, 3= 215/5 -2 -14 Max Horz 1= 249(LC 2) Max Uplift1=- 431(LC 2), 3=- 492(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 132/34, 2 -3 =- 176/512 BOT CHORD 1 -3 =0 /0 LOAD CASE(S) Standard 3x4 5-2 -14 5-2 -14 5-2 -14 5-2 -14 Qty 1 1 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Feb 03 15:51:18 2010 Pagel; 2.98 12 BRACING TOP CHORD Ply ADD: GREEN RESIDENCE (JG2) 2x4 II 2x4 2 3 Scale = 1:11.3 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TP12002 CSI TC 0.95 BC 0.08 WB 0.00 (Matrix) DEFL in (10c) 1/defl Ud Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 15 lb Structural wood sheathing directly applied or 1-4 -12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C -C Comer(3); Lumber DOL =1.33 plate grip DOL =1.33 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 431 lb uplift at joint 1 and 492 lb uplift at joint 3. • • •• • • • • • •• • • • • • a �• •. • „• • • • ••• • Maimountl JJI11�0 i 1 ! • • • • • • • • • • • • • Consulting Engineers 13901 S.W. 08 ;i,,,, Miami, Fiori la: 31176 • • • • • • • • Phone 3054V-2428.f4.30:23.424:4 Florida Professional Engineering License No 369221 Special Inspector Licen e No ... • • • • • • • ... • • • • • • • • • • • . • •.• • • • • • • • • • • • - • •• • •. • • • • .• • i ••• • • • •.• • • Job I Truss Truss Type Qty Ply ADD: GREEN RESIDENCE (JG2) 5874 V7 GABLE 1 1, Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Feb 03 15:51:12 2010 Page 1 7 -2 -14 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Plate Offsets (X,Y): [5:0- 2- 4,0 -1 -01 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.2ND 3x4 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC20041TPI2002 REACTIONS (lb /size) 1= 154/7 -2 -14, 4= 80/7 -2 -14, 5= 416/7 -2 -14 Max Horz 1= 324(LC 2) Max Uplift1=- 259(LC 2), 4= -87(LC 2), 5=- 842(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-248/45, 2- 6= 37/0, 3-6=- 27/10, 3-4= -65/95 BOT CHORD 1- 5 =0/0, 4 -5=0/0 WEBS 2 -5= 340/880 LOAD CASE(S) Standard CSI TC 0.52 BC 0.05 WB 0.16 (Matrix) 7 -2 -14 B1 7 -2 -14 7 -2 -14 2.98 12 2x4 2 �Tf i �� h 2x4 II 5 W1 6 2x4 3 .❖.❖.❖.❖.•:•.•.•:❖:❖:.•:❖:❖:❖:❖ : ❖.•:•: ❖:•.•. ❖.•:•: ❖.•. ❖. ❖. ❖:•: DEFL in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 n/a n/a NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); TCDL= 5.0psf, BCDL= 5.0psf, h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Comer(3) 1 -2 -5 to 5-5-4, Exterior(2) 5-5-4 to 7 -1 -2; Lumber DOL =1.33 plate grip DOL =1.33 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift at joint 1, 87 lb uplift at joint 4 and 842 lb uplift at joint 5. 2x4 I I 4 PLATES GRIP MT20 244/190 Weight 23 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. Scale = 1:14.6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. • •• ••• • • • • • • • • • • • • Me31 '1Ti]O1.R11LL7'l'I,Of12Cg(1Sr Consulting Engin 13901 S'IV.108 Miami,.Fhida 331:6:: • '. Phone NT.1 3 0:k.3 •r2 + Florida Professional Engineering License No. 36921 Special f . or L c ena t .I s "? . • • • • ••• • • • . • • . • , -� •• ••• • • • • • • ••• ••• ••• • • • ••• • • Job Truss Truss Type 6874 V9 GABLE DECO TRUSS COMPANY INC., Princeton, FL 33032 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.2ND .....:.•. ❖. ❖. • .•.•.......• . e..•...•.❖.❖.❖.❖.•.❖.❖.❖.❖.❖.❖.•.❖.❖.❖.❖.•.•.• ..... ............................... ............... 4x4 REACTIONS (lb /size) 1= 185/9 -2 -14, 4= 173/9 -2 -14, 5= 511/9 -2 -14 Max Harz 1= 380(LC 2) Max Uplift1=- 288(LC 2), 4=-195(LC 2), 5=- 889(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 243/6, 2 -3= 91/0, 3-4=-141/224 BOT CHORD 1 -5 =- 40/43, 4-5= -40/43 WEBS 2 -5=- 402/867 LOAD CASE(S) Standard 9-2 -14 9.2 -14 9-2 -14 9-2-14 2.98 12 2x4 H I Qty Ply ADD: GREEN RESIDENCE (JG2) 1 1 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Feb 03 15:50:38 2010 Page 1 2x4 2 Plate Offsets (X,Y): [5:0- 2- 4,0 -1 -0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.60 BC 0.31 WB 0.16 (Matrix) DEFL in (loc) Udefl Ud Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 4 n/a n/a PLATES GRIP MT20 244/190 Weight 30 lb 5 BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); TCDL= 5.0psf, BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Comer(3) 1 -2 -5 to 5 -2 -14, Exterior(2) 5-2 -14 to 9-1 -2; Lumber DOL =1.33 plate grip DOL =1.33 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 288 lb uplift at joint 1, 195 lb uplift at joint 4 and 889 lb uplift at joint 5. 4 2x4 II 2x4 ;. Scale = 1:18.1 3 W1 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. •• ••• • • • • • •• • • • • • •• • • • • ••• • IViahrno>J-k Zak , i •& i i • • • Consulting Engineers 13901 S.WWT•• 08 • • Miam ior7iia 331:7 :: Phone •105 - 193.2428 F;r; 3O Z3 ; Florida Professional Engineering License No. 36921 Special 195wyi' ,n • • • • • • • ••• • • • •—;. • • • • • • •• •• • • • •• •• 000 • • • ••• • • Job n, c�a 2 -1 -0 LOAD CASE(S) Standard Truss 6,874 V10 DECO TRUSS COMPANY INC., Princeton, FL 33032 -2 -1-0 2 3x6 I I . .............. .. ......................... ............................... 9 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 6 SYP M 26 *Except* W2: 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.2ND Truss Type GABLE 2x4 II 8 2x4 I I Qty Ply ADD: GREEN RESIDENCE (JG2) 1 1' Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Feb 0315:50:06 2010 Page 1 10-4 -8 10-4 -8 10-4 -8 10-4-8 7 2x4 II 3x4 !! 5 6 2x4 I I Scale: 1/2" =1' Plate Offsets (X,Y): [9:0 -2 -2,0 -1-01 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Ina YES Code FBC2004/TP12002 CSI TC 0.45 BC 0.22 WB 0.15 (Matrix) DEFL in (loc) 1/defl Vert(LL) -0.00 1 n/r Vert(TL) -0.00 1 n/r Horz(TL) -0.00 6 n/a Ud 180 120 n/a PLATES GRIP MT20 244/190 Weight: 43 lb BRACING TOP CHORD REACTIONS (lb /size) 9= 81/10 -4 -8, 6= 185/10 -4 -8, 7= 464/10 -4 -8, 8= 370/10-4 -8 Max Harz 9= 451(LC 2) Max Uplift6=- 233(LC 2), 7=- 596(LC 2), 8=- 859(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2 -9= -67/0, 1- 2 =0/0, 2 -3 =- 396/1, 3 -10 =- 194/0, 4-10 =- 188/15, 4-5=-77/6, 5 -6 =- 147/238 BOT CHORD 8- 9=- 43/30, 7- 8=- 43/30, 6-7= -43/30 WEBS 4-7=-384/661, 3-8 =- 302/820 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C -C Comer(3) 0 -2 -12 to 4 -5-11, Exterior(2) 4 -5-11 to 10 -2 -12; Lumber DOL =1.33 plate grip DOL =1.33 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 233 lb uplift at joint 6, 596 lb uplift at joint 7 and 859 lb uplift at joint 8. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• •• • • • •• I'Vlahrnound Zoiiaggnstti, Consulting En ••• • 13901 S.W. 10 �� .: • • : • • Miami, Florida. 321 :6 :. • E. • • Phone 305- 253 -2428 Fax SUS 235 - �2� •• Florida Professional EnVineering Lioeuse No. 3 6921 Special Inspector L y.TA F,, • • • • • • • ••• ••• • • • •• •• ••• • • • •— •• • • •• • • • ;Job 6874 Truss V11 DECO TRUSS COMPANY INC., Princeton, FL 33032 " :: ❖ : • : • : • : ❖: • : • : ❖: ❖:: •: • : �. • : ❖ : • : • : • : ❖ : • : • : • : ❖: ❖ : ❖: ❖: ❖ : • : ❖::: ❖ : ❖: ❖: •: • : ❖: ❖: ❖: • : • : • : ❖: ❖: ❖: ❖: •: • : • : ;: ;:;:;:: � : �: � : �: � °•: �: � : �: � : •: � : �: � : �: �: �: �: �: �: _ B1 ST W Plate Offsets (X,Y): (2:0 -2- 11,0 -0-8] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.86 BC 0.61 WB 0.19 (Matrix) DEFL in (loc) l/defl L/d Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 4 n/a n/a PLATES GRIP MT20 244/190 Weight 37 lb 3x8 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.2ND Truss Type GABLE REACTIONS (lb /size) 1= 270/11 -2 -14, 4= 114/11 -2 -14, 5= 706/11 -2 -14 Max Horz 1= 439(LC 2) Max Upliftl=- 411(LC 2), 4= -82(LC 2), 5= 1076(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 6=- 321/0, 2-6 =- 311/69, 2- 3=- 62/13, 3-4=- 103/133 BOT CHORD 1 -5 =0/20, 4 -5 =0/20 WEBS 2 -5= 544/1021 LOAD CASE(S) Standard 11 -2 -14 11 -2 -14 2.98 { 12 11 -2 -14 11 -2 -14 Qty , Ply ADD: GREEN RESIDENCE (JG2) 1 1 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. • Wed Feb 03 15:48:26 2010 Page 1: 2x4 I. 2 5 3x6 I I NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); TCDL= 5.0psf, BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Comer(3) 1 -2 -5 to 5-5-4, Exterior(2) 5-5-4 to 11 -1 -2; Lumber DOL =1.33 plate grip DOL =1.33 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 411 lb uplift at joint 1, 82 lb uplift at joint 4 and 1076 lb uplift at joint 5. •• ••• • • • • • •• • • • • • • • • 2 ; Scale = 1:20.8 3 4 2x4 II BRACING TOP CHORD Structural wood sheathing directly applied or 2 -7 -8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. • • • • • • • • • • Mahmound Zolttgni,• P.E.' • • • • • Consulting Engineers 13901 S.W. 10$ 241, ' :' •'• •'• • •'• Miami, Florida :33I Z6• ' • :: ' .' • Phone • 305-2S Fax'3O5 23- t248 • Florida Professional Engineering License No. 369i >r Spacial Irispc •7�.tr ,: :6 i• • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • • ••• •- 555 • • • • ••• • . STANDARD ROOF VALLEY DETAIL SUPPORTING TRUSSES VALLEY TRUSSES PARTIAL ROOF LAYOUT SUPPORTING TRU 6" WEDGE NAILED TO TRUSS W /2 -8d TOE NAILS OR BEVEL CUT BOTTOM CHORD OF VALLEY TRUSS. VALLEY AREA VALLEY TRUSSES AT 2' -0" O.C. MAX. STRAP @ 48° O.C. SEE NOTE (c) BELOW. 3x5 NOTES • SUPPORTING TRUSSES ® 2' -0" O.C. MAX. SEE NOTE (o). (a) Provide continuous bracing on verticals over 6' -3 ". Connect bracing to verticals w /2 -8d nails and bracing must be tied to a fixed point at each end. (b) Max. spacing for verticals studs = 8' -0 ". On trusses with spans over 24' -0" the verticals should be spaced at 6' —O" o.c. max. (c) Conn. for wind uplift w/ min. 1 1/4 ", 16 ga. twist strop at 4' -0" intervals w/4 10d nails each side of strop. Max. 146 mph wind speed 20' -0" max. wall height. (ASCE 7 -05). Note: Plywood sheathing may be extended below valley trusses. Provide opening for straps to connect to trusses below. MINIMUM GRADE OF LUMBER REFER TO ENGINEERING SHEETS. LOADING (PLF) L. D. T.C. 30 15 B.C. 0 10 SPACING: 24 INCH 0 /C. FBC -2007 STR. INCR.: 33% DRAWN BY: CHECKED BY: REP. STRESS: YES DECO TRUSS COMPANY 13980 S.W. 252 ST. PRINCETON, FL. 33032 MohrotCd "r4foth4ri • 13904 S.W. 148 Are• Miami,FL. 3&1:6 305 - - +24428 • • P.E. No. 36921 • ••• ••• • S I • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STANDARD LATERAL W� B TRUSSES CSC 24" O.C, TYP. END OF BRACING MEM. SHALL BE . CONNECTED TO A FIXED RIGID POINT OR X— BRACED AS NOTED ON 11-115 DETAIL. - ALT. LATERAL BRACING-DETAIL ANNUM GRADE OF LUMBER r. c. REFER TO SEPERATE 3.C. ENGINEERING DWG, Vebs .OADING L (PSF) - OP 3OTTOM SPACING:24 In O.C. �-- TRUSSES © 24" O.C. TYP. T —BRACE WITH 10d NAILS 6" 0.c. TYP. TPI -92 Crit. Revised: 7/7/94 STR. INCR.: DRAWN BY: G.L.H. CHECKED BY: J.A.I. REP. STRESS:YES LATERAL BRACING DETAIL NOTE: BRACE MUST BE 80% THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. WEB SECTION DETAIL = a t MiTek Industries Inc. •• ••• • • • • • • • • RACI 10d 06" O.C. TYP. • • . • \JO WEB (2x6- MAX.) s us -e.SWG PREPARED BY 141M11 OFFICE. 2x;4 LATERAL BRACE PER TRUSS DESIGN WITH 2--10d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. NOTE: PROVIDE X-- BRACING AT 20' -0" INTERVALS FOR WEB FORCES UP TO 2509 Ibs. AND AT 10' —O" FOR FORCE GREATER THAN 2509 Ibs. .T —BRACE SAME SIZE AND GRADE AS WEB. • Mahmoutd ZdlfIghi i, P.1 Consulting Engineers 13901 S'.1\ AV'. ••• •. Miami,:Fk�rid' a ;31 :6.:: • 7 // Phone 3'0 .F c 3055-448 Florida Professional Engineering License Na. 36921 - Special inspecor clr ©. f36 • • • ••• • • • • • • • • • .•..• • • Apprelre Tstsles Inc. TRUSS COMPANY, INC. Trusses & Building Materials 13980 SW 252 Street, Princeton, Florida 33032 Telephone: (305) 257 -1910 Fax: (305) 257 -1911 HIP /JACK HANGER DETAIL SHEET 1. FOR HIP CORNER JACK 5' -0" AND 7' -0" SETBACK, USE USP HJC26 UNIVERSAL HIP HANGER OR EQUAL, ON BOTTOM CHORD. TOP CHORDS NAIL WITH THREE (3) —16D NAILS AND USE USP RT7 (L/R) HURRICANE CLIP OR EQUAL FOR HIP CORNER JACK 9' -0" AND 11' -0" SETBACK, USE USP HJC28 UNIVERSAL HIP HANGER OR EQUAL ON BOTTOM CHORD . TOP CHORDS NAIL WITH THREE (3) —16D NAILS AND USE USP RT7 (L/R) HURRICANE CLIP OR EQUAL 2. FOR 1' -0" TO 9' -0" SIDE JACKS, NAIL TOP & BOTTOM CHORD WITH THREE (3) — 16D NAILS AND USE USP RT7 (L/R) HURRICANE CLIP OR EQUAL AT TOP & BOTTOM. 3. FOR COMMON JACKS 5' -0" TO 7' -0 ", USE USP CLPBF BUTTERFLY HANGER OR EQUAL ON BOTTOM CHORD AND NAIL TOP CHORD WITH THREE (3) — 16D NAILS AND USE USP RT7 (I/R) HURRICANE CLIP OR EQUAL AT TOP 4. FOR COMMON JACKS 9' -0" TO 11' -0 ", USE USP THD 26 HANGER OR EQUAL ON BOTTOM CHORD AND NAIL TOP CHORD WITH THREE (3) — 16D NAILS AND USE USP RT7 (L/R) HURRICANE CLIP OR EQUAL AT TOP NOTE: Refer to attached Miami -Dade County Product approvals for •• ••• • • • • • •• nailing and proper use of hangexs. • • • Mahmound . • •SS • Consulting 1 :s • /• • - • • • Miami, Florida 33176 '4 P r 1 Phone 305-253-2428 Fax 305 SPecial InVectirtic4nCe No 415.: Florida Building Code Online BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Unks Search Product Approval USER: Public user Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Email Authorized Signature Technical Representative Address /Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL818 New 2004 Approved robert lutz rlutz@gibraltarl.com 1707.3 United Steel Products Company 703 Rogers Drive Montgomery, MN 56069 (727) 536 -7891 ext 152 rlutz@gibraltar1.com Structural Components Wood Connectors Anchors Evaluation Report from a Product Evaluation Entity National Evaluation Service, Inc. PFS Corporation Product Testing, Inc. • Standard • ASTM D1761 • ASTM D1761 •• ••• • • • • • •• •• ••• •• •• • $pe=r' • • t988•• 1988 • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • ••• • Page 1 of 4 ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • http : / /www.floridabuilding.org/pr /pr app_dtl.aspx? param= wGEVXQw1DgsB?. praLTii QLl9k..': 3/5/2007 PRODUCT CODE ••• FASTENERS SCHEDULE ALLOWABLE LOADS RAFTER/ TRUSS PLATE STUD DF -L / SYP Ll L2 UPLIFT 8d x 1 -1/2 160% 1607. 160% 1607. .0 • •••• (4) 8d (4) 8d -- -- 180 140 365 365 :••4T7 • (5) 8d (5) 8d -- -- 175 125 505 505 • • • • • RT3 • • • • • • • •• •• 7nT ••• • • • • RT7 'fie>. ARV "LOADS PP LIED • ;ARALL• L TGL:BLARING WALL •) L2 ARE••LOA2•64PPLIED PERRET?IICUL'AR ° TO BEARING WALL. 3) ALLOWABLE LOADS FOR UPLIFT, Li & L2 ARE NOT TO BE COMBINED. RT RAFTER TIE SERIES 18 GAUGE GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVINIZED COATING OF G90. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 60% FOR WIND LOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER). LL TEST PERFORMED IN ACCORDANCE WITH ASTM D1761. 5) NUMBER OF FASTENERS SHALL BE EQUALLY DIVIDED BETWEEN RAFTER & STUD. 6) NAIL PENETRATION IS ASSUMED TO BE 11/2' INTO WOOD. BETWEEN RAFTER & STUD. UNITED STEEL PRODUCTS COMPANY 14305 Southcross Drive, Suit 200. Burnsville, MN 55306 - PH (952) 898 -8651 NAME' RT3 & RT7 (RAFTER TIE) DATE' SHEET' 02 -10 -07 1 OF 3 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 DRAWING NO: PRODUCT RENEWED els complying 'Alb fie P5aridS Raiding Cade Arce :size No / -i 04.0 !vzpteaiiw Arir ,,. Y_ .. /,Iris.- - Ni . "' ^ Priat Ct Csasra1 L�tr 02 -07 MDADE PRODUCT CODE GAUGE DIMENSIONS FASTENERS ALLOWABLE LOADS ALLOWABLE LOADS W H HEADER JOIST DOWNWARD FA UPLIFT* 8d 10d ad 10d CLPBF 16 1 9/16 3 12 3 ' 1170 1170 367 367 12 6 1170 1170 367 367 BUTTERFLY HANGER (CLPBF) 0000 • • • • 5555 • •• • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • •0 •s•• • • • •••• •••• • • • s• •e • • • • • • • • •• • • • e ••s• • • • • . •• • * CANNOT USE FOR UPLIFT IN HVHZ • GENERAL NOTE. NAME! CLPBF (BUTTERFLY HANGER) DATE' 01/31/08 SHEET' 1 OF 1 1) THE APPROVED PRODUCTS SHALL BE MADE OF STEEL CONFORMING TO ASTM A653 STRUCTURAL QUALITY GRADE 33 (MIN. YIELD 33 KSI) AND A MINIMUM GALVANIZED COATING OF G60 PER ASTM A924. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED 3) ALL INSTALLITATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS. THIS NOTICE OF ACCEPTANCE AND THE APPLICABLE SECTIONS OF THE F.B.0 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2001 EDITION, FOR SOUTHERN PINE (SG =0.55 OR BETTER) AND TEST PERFORMANCE IN ACCORDANCE WITH ASTM D -1761. 5) ALLOWABLE LOADS FUR WIND UPLIFT HAVE ALREADY BEEN INCREASED BY A DURATION LOAD OF 60% AND NO OTHER INCREASE IS ALLOWED. UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 PHONE (507) 364 -7333 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 MDADE PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D A HEADER JOIST DOWN UPLIFT (160%) DOWN UPLIFT (160%) JUS24 18 1 9/16 3 1/8 1 3/4 1 (4) 10d (2) 10d 745 N/A JUS26 18 1 9/16 4 13/16 1 3/4 1 (4) 10d (4) 10d 990 1040 JUS28 18 1 9/16 6 11/16 1 3/4 1 (6) 10d (4) 10d 1 ?40 1160 JUS210 18 1 9/16 7 13/16 1 3/4 1 (8) 10d (4) 10d 1490 1115 PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D A HEADER JOIST DOWN UPLIFT (160%) HJC26 12 5 7/8 3 5/8 3 1/4 1 3 / 4 (16) 16d (12) 10d 2020 1975 HJC28 12 5 7/8 6 3/4 3 1/4 1 3 / 4 (20) 16d (14) 10d 3220 2010 1, PUBLISHED LOAD IS FOR TOTAL OF HIP AT 45 DEGREES AND JACK AT 90 DEGREES COMBINED. 2. MINIMUM HEADER THICKNESS SHALL BE 2 INCHES FOR 16D NAILS, 3. ALLOWABLE DOWN LOAD LISTED IS AT 100% DURATION OF LOAD. 1. Specified t ivI t nails shall be Installed at 30 to 45 degrees horizontally such that they perptrai4..;t ugh Ihe,�nd of the ,Joist and Into the header. •2•Nrrlum header thickness shall be 1. 3/4 Inches for 11131 nails. 0 3. Allflwable JIj3 ({ load lIkted •Is at 100% Duration of load. L •4•�1pbift ood1fy as N /A•had uplift capacity less - than - the required 700 pounds. • • • • • • • • • • • • • TYPICAL HJC INSTALLATION TYPICAL JUS INSTALLATION JUS GENERAL NOTES! • 1, STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 33, U.O.N AND A MINIMUM GALVANIZED COATING OF G-90. 2, FASTENERS ARE COMMON WIRE NAILS INLESS OTHERWISE NOTED. 3. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED B, A SHORT TERM DURATION FACTOR OF 60% FOR WIND LOAD CONDITION. 4. ALLOWABLE DOWN LOADS ARE NO INCREASED BY SHORT TERM DURATION FACTOR. 5. ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOODS CONSTRUCTION 2001 EDITION IN ACCORDANCE WITH ASTM D1761. 6. LUMBER SPECIES IS SOUTHERN PINE. NOA No: 07 -0214.20 Expiration Date: June 04, 2011 Approval Date: May 31, 2007 NAME! FACE MOUNT JOIST HANGER DATE1 02/07/07 SHEET' 1 OF 2 as a ziie)' Pg with 4"ts Metes �a iT r Cs:41 Nt% E.cer: u 1; rr� ' s,•£ la ! ! ' , Le (Prueii :CB L; 1! UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MPl 56069 PHONE (507) 364 -7333 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG, NO. 55409 DRAWING # MD0207 MDADE Florida Building Code Online BCIS Home Log In Hot Topics FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Validated By Certificate of Independence Product Approval USER: Public User Submit Surcharge Stats & Facts Publications Product Approval Menu > Product or Application Search > Application List > Application Detail Quality Assurance Representative Address /Phone /Email FL817 New 2004 Approved United Steel Products Company 703 Rogers Drive Montgomery, MN 56069 (727) 536 -7891 ext 152 rlutz @gibraltarl.com robert I utz rlutz@gibraltarl.com Structural Components Wood Connectors Anchors • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • ••• Page 1 of 5 FBC Staff • •• •• • • • BCIS Site Mi Evaluation Report from a Product Evaluation E ••• ••• • • • • • •• . • • National Evalual oR San!lc�; Inc'. •• ••• • • • • • •• PFS Corporation Product resting, IAA • • • • • • •• • • . • • • • • • • • • • • • • • • ••. • • • http: / /www.floridabuilding.org/pr /pr app_ dtl.aspx?param=wGEVXQwti q 4,122likWV1apts2b13... 3/5/2007 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- 2314.4.4 Method 1 Option C 10/30/2003 10/31/2003 11/04/2003 11/19/2003 Page 2 of 5 817.22 JN26 Power Nail Hanger Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: 817.26 - Model, Number or Name 3N26-2 Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: 817.24 I JN26E Power Nail Hanger Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: JN28 -2 Description Installation Instructions Verified By: Evaluation Reports Installation Instructions Verified By: Evaluation Reports Power Nail Hanger Installation Instructio ns Verified By: Evaluation Reports Installation Instructions Verified By: Evaluation Reports Installation Instructions Verified By: Evaluation Reports •• ••• • • • . • •• Power Nail Hanger Power Nail Hamer Page 2 / 4 Installation iastru ons • • Verified ay : : • • • • • • • • • • • • • • • Evaluation i eparts,. • • • • � • • ••• • • • ••. • . • • • • ••• • • • . . • • • • • • • • • • • •.. • • . http:/ /www.floridabuilding.org /pr /pr app_ dtl. aspx? parain- wGEVXQwtDoakzro2Ukw.ei LriAti... 3/5/2007 Florida Building Code Online Other: 817.18 11HH66 Go to Page Limits of Use (See Other) Approved for use in HVHZ: ail Approved for use outside HVHZ: j!4 Impact Resistant: 11! Design Pressure: +/- LOther: ! III I j6 !� 817.20 (HJC26 Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: I Back DCA Administration I I Header Hanger Installation Instructions Verified By: Evaluation Reports HURRICANE /SEISMIC ANCHOR Installation Instructions Verified By: Evaluation Reports HIP -JACK Hanger Installation Instructions Verified By: Evaluation Reports Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Suncom 277 -1824, Fax (850) 414 -8436 O 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: I eChECNI V ER Wr i t . • • • • • •• • • • • • •.•• • • ••• ••• • • • • • • • • • • • • • • • •• •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • Page 5 of 5 ••• • • • • •• • • • • • • • • • • • • • • • •• • • • • : / /www.floridabuildin .ora r/ r_a dtl.as x? aram =wGEVX w0 ' %211k� ISD tNl bfl htt ... 3/5/2007 P g �P P PP_ P P Q �' Page 11 of 22 National Evaluation Report No. NER -564 Stock Steel No. Gage W HJC 26 12 6 HJC 28 12 6 Dimensions (In.) H 5-3/8 7 -1/8 GIRDER TRUSS HJC HANGER D 3-1/4 3-114 Notes: 1. Hip and jack trusses are limited to a single ply each. The hip shall be set at 45 degrees to the jack. 2. Uplift loads are increased 33 -1/3% or 60% for wind or seismic load conditions and shall not be further increased. 3. Allowable loads assume the hip and jack trusses act in unison. 4. Trusses shall be provided with blocking or other means to prevent rotation. 5. F cl = Compression perpendicular to grain. 6. For Si: 1 in. = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. JACK TRUSS 1-1. ---- 1 --- 1 -112 RIGHT HIP SHOWN Girder 16 -16d 20 -16d Table 4 — HJC Hip Jack Hangers HP TRUSS SINGLE ROW NAILING ON SKEWED SIDE Fasteners Allowable Loads (lbs.) Jack 7 - 10d 8 - 10d Figure 4* Hip 5 -10d 6- 10d HP F c 460 psi 100% 115% 125% 2190 2740 2520 3150 2740 3425 HJC Uplift 133% 160% 1570 1830 JACK ...... . • .. • 1:'112 : • • : 4 -a/2 • • 4141 • ... .. • •• LEFT HIP ¶T. W .. • • • • •• • • • ••• • • • ... • . 0 • • • • 41 00 • • • • • • • • • • • • • 00 • • • • • • • • • • • • • • • 41 • • • •• •• ' 0 • • • 0 • • 1840 1840 ICC Evaluation Service, Inc. www.icc - es.org The Subcommittee on Evaluation has reviewed the data submitted for compliance with the Standard Building Code©, the SBCCI Standard for Hurricane Resistant Residential Construction® SSTD10, the International Residential Code, and the Florida Building Code - Building and submits to the Building Official or other authority having Jurisdiction the following report. The Subcommittee on Evaluation, ICC -ES and Its staff are not responsible for any errors or omissions to any documents, calculations, drawings, specifications, tests or summaries prepared and submitted by the design professional or preparer of record that are listed in the Substantiating Data Section of this report. Portions of this report were previously included in SBCCI PST & ESI Evaluation Reports #9408A, #94139, #9659, #2031, #2031A, and #2031 B. REPORT NO.: 2031C EXPIRES: See the current EVALUATION REPORT INDEX CATEGORY: HANGERS AND SUPPORTS SUBMITTED BY: UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE MONTGOMERY, MINNESOTA 56069 -1324 1. PRODUCT TRADE NAME 1.1 Heavy Welded Hangers - HW UH Series 1.2 Hip /Jack Truss Hangers - HJH Series 1.3 Truss Anchors - HTA 1.4 Hurricane Clip - HC520 1.5 Low Profile Truss Anchor - LPTA Series 1.6 Rafter Tie - RT 1.7 Truss Anchors - SHA 1.8 Truss Anchors - TA Series 1.9 Washers 2. SCOPE OF EVALUATION Structural 3. USES Structural connections in wood framed construction ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as jpep fading or other matter in this report, or as to any product covered by the report • • • • • • • • • • • • • • • •• •• • • •' •• • • ••• • • • ••• • • Page 1of13 Copyright © 2004 LEGACY REPORT ,L 85q Business/Regional Office • 5360 Workman Mill Road, Whittier, California 90601 • (562) 699 -0543 Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 • (708) 799 -2305 4. DESCRIPTION 2031C Reissued April 1, 2004 4.1 General All of United Steel Products Company's connectors evaluated in this report are manufactured from galvanized steel sheet conforming to ASTM A 653, SS Grade 33, Steel Sheet, Zinc - Coated (Galvanized) by the Hot -Dip Process, Structural (Physical) Quality with a minimum yield strength of 33 ksi and a minimum tensile strength of 45 ksi except HTAs are Grade 40 (F z 40 ksi, F, z 56 ksi). Plate that is indicated as H.R. (hot roiled) in the Design Tables conforms to ASTM A 36 with a minimum yield strength of 36 ksi and a minimum tensile strength of 58 ksi. Connectors that are fabricated by welding use welding electrodes E60XX. 4.2 Design Load Capacity Load tests were performed on the connectors under ASTM D 1761. All load tests were performed using wood species Southern Pine (G = 0.55). The fasteners used are nails common wire or bolts ASTM A 307 unless noted in the Tables. Sizes of bolts and nails are noted in the Design Tables. Design Load Tables Nos. 1 through 9 of this report give the allowable loads of connectors with the fastener schedule, dimensions of connectors, and drawing of connector. The "Normal" load capacities shown in the tables may be increased for duration of load in accordance with the NDS up to the "Maximum" allowable load tabulated. If no "Maximum" allowable load is tabulated, then no additional increases are permitted for duration of load. "Uplift" loads shown in the tables have been increased for wind and seismic with no further increase allowed. 5. INSTALLATION 5.1 General United Steel Products Company connectors shall be installed in accordance with the manufacturer's published installation instructions and this report The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all tiM c3i t:e�ot; site ckur ginstallation. • - • •• • • • • • The instructions wire thi •r� pert loner$ if $r %te art ny conflicts between the manufacturer's instructiolis a?id /hit report. • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • . • • • • • • • • • 2031C 4. The following minimum widths are based on nail sizes attaching the connectors to the wood structural members. Nail Min. Width of Wood Member 8d 10d 16d 1.36 inches 1.78 inches 1.94 inches 5. Nails completely penetrating 2x joists or rafters shall be clinched downward. 6. Uplift loads, and lateral loads L1 and L2 loads shall not be combined. The connectors shall be subjected to loads in one direction only. 7. Bolts are A307 unless otherwise noted. 8. Minimum concrete strength f = 2500 psi unless otherwise noted. 6. SUBSTANTIATING DATA 6.1 Manufacturer's specifications, drawings, and installation instructions. 6.2 Test reports and engineering calculations prepared by Thomas F. Devening PE Consulting Engineer, testing performed under ASTM D 1761, reports include material specifications, engineering drawings, calculations under NDS, summary tables and test results; reports are signed, sealed, and dated by Thomas F. Devening, P.E.: • SHA-6 & SHA-6T Masonry Uplift Connectors, April 1, 1996. • WSH 916, WSH 1093 -R & WSH 1093 - Anchoring Washers, February 1, 1996. • TA, HTA & HTA -18 - Series lie Straps, April 1, 1996. • Letter report on SHA -6 test set -up with diagram, June 4, 1996. 6.3 Test report and engineering calculations of Design Capacities for Wood Frame Construction Connection Hardware (HC -520), dated June 3, 1993, signed and sealed by Fred S. Cardwell, P.E. 6.4 Test report and engineering calculations of Design Capacities for Wood Frame Construction Connection Hardware (U220, MS, RT, DTC, NFM, & HSU), prepared by Crump Engineering, Inc., dated October 28, 1991, revised May 6, 1993, and August 10, 1993, signed and sealed by Manuel R. Linares, Ill, P.E. 6.5 Engineering calculations under NDS 1991 and structural test reports under ASTM D 1761, Crump Engineering, Inc., CE Job No. 93183, June 1, 1994, signed and sealed by Manuel R. Linares III, P.E. June 15, 1994. Additional calculations dated August 16, 1994, signed and sealed by Manuel R. Linares P.E. 6.6 Engineering calculations under NDS 1991 and structural test reports under ASTM D 1761, Thomas E. Devening, P.E. Consulting Engineer, signed, sealed, and dated by Thomas F. Devening, P.E. • LPTA Series, Truss Anchor, File FL93 -205, October 27, 1993. • HC10 and HC10 -2 Hurricane Clips, File FL93 -205, November 23, 1993. • HC520 Hurricane Clip, File FL93 -205, January 6, 1994. 7. CODE REFERENCES Standard Building Code - 1999 Edition Section 103.7 Chapter 17 Chapter 19 Chapter 21 Chapter 22 Section 2301.2 Section 2306.2 Section 2307 Section 2308 Section 2309 SBCCI Standard for Hurricane Resistant Residential Construction © SSTD10 -99 Alternate Materials and Methods Design Concepts - Exterior Walls Design Criteria Buildings with Concrete or Masonry Exterior Walls Fasteners and Connectors Wood Frame Floor Systems - Connections Roof Systems Connections for Wood Roof Systems Open Structures - Connections Fasteners and Connectors - Wood - Framed Exterior Walls Floor Anchorage Connections - Wood Floors Connections for Exterior Wall Framing Holdown Connectors Connections - Rafter -Joist Framing Systems Section 3072.6 • • • (tone€ tic • r s- .Truss gr rrlipg Systems • • • • International Residential C$de; -$OCR Pditerr • • • Section R104.11 Alternate Materials, Design and Methods • • • 2f Construction and Equipment Section R301 :: : :Design L 'it ta. • • • • • • Chapter 6 • • • Wall Cdnstr=rcljon, • • • • Table R602.3(T). • : taste*? •§ehednl: • 1�r ttructural • - Members Chapter 8 Roof - Ceiling Construction Section R802.10 • ; • Wood'Tr. saes • • • • Section R802.11 • Roof $e -clo3m • . Section 101.4 Section 101.6.2 Section 104 Chapter 2 Section 202.1.8 section 204.3.7 Section 208 Section 208.6 Section 209.1.7 Section 302.1 Section 303.2.3 Section 3042.6 Section 305.3 Section 305.7 Section 307.1.5 • • • • • • • • • : • •• •• • • • •• •• ••• • • • 0 . • • • PAGE 12 OF 13 Alternate Materials and Methods Structural Tests and Inspections Concrete Masonry Steel Wood Construction - Design Other Fastenings Floor Framing Vertical Framing Roof and Ceiling Framing PAGE 13 OF 13 Florida Building Code - Building - 2001 Edition Section 103.7 Section 1606 Chapter 17 Chapter 19 Chapter 21 Chapter 22 Section 23012 Section 23062 Section 2307 Section 2308 Section 2309 Alternate Materials and Methods Wind Loads Structural Tests and Inspections Concrete Masonry Steel Wood Construction - Design Other Fastenings Floor Framing Vertical Framing Roof and Ceiling Framing High Velocity Hurricane Zones (Broward and Dade Counties) Section 2314 General Section 2317 Unit Stresses Section 2318 Vertical Framing Section 2319 Horizontal Framing Section 2321 Anchorage Section 2324 Connectors 8. COMMITTEE FINDINGS The Subcommittee on Evaluation in review of the data submitted finds that, in their opinion, United Steel Products Company's connectors as described in this report conform with or are suitable alternates to that specified in the Standard Building Code, the SBCCI Standard for Hurricane Resistant Residential Construction© (SSTD 10), the International Residential Code, and the Florida Building Code - Building or Supplements thereto. 9. LIMITATIONS 9.1 When using SBCCI Standard SSTD 10, the design loads listed in the standard shall not exceed those recommended by the manufacturer as shown in the Design Tables in this report. 9.2 Each package of connectors shall contain the manufacturer's installation instructions listing the required size and number of nails and /or bolts. 9.3 Connectors that are exposed directly to weather or subject to salt corrosion in coastal areas, as determined by the local building official, shall be galvanized in accordance with Sections 202.1.8.3 or 302.1.3 of SSTD 10. 10. IDENTIFICATION Each package of United Steel Products Company connectors covered by this report shall be labeled with the manufacturer's name and /or trademark (USP Lumber Connectors), the SBCCI Public Safety Testing and Evaluation Services Inc. initials (SBCCI PST & ESI) or seal, and the number of this report for field identification. 11. PERIOD OF ISSUANCE SEE THE CURRENT EVALUATION REPORT INDEX FOR STATUS OF THIS LEGACY EVALUATION REPORT. For information on this report contact: Woods McRoy, P.E. 205/599 -9800 •• • • • •• ••• • • • •• • •• • ••• •• ••• • • • • • • • • • • • • • •• •• ••• • • • • • •• • • • • • • • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • .••• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • • • • • • • • • • 2031C STOCK NO. STEEL GAUGE DIMENSIONS (inches) FASTENERS MAXIMUM ALLOWABLE LOAD (Ibs) w L Nails 100% 133% RT12F 14 1 12 12 -16d 880 1175 RT16F 1 16 16 -16d 1175 1570 RT18F 1 18 18 -16d 1225 1665 RT20F 1 20 18 -16d 1225 1665 RT22F 1 22 18 - 16d 1225 1665 RT24F 1 24 18 -16d 1225 1665 RT30F 1 30 18 -16d 1225 1665 1 36 18 -1.6d 1225 1665 RT36F RT48F 1 48 18 -16d 1225 1665 2031C SI: 1 inch = 25.4 mm; 1 pound = 4.45 N TABLE 6 IE (R FIGURE 6 RAFTER TIE - RT-SERIES 14 GAGE GALVANIZED STEEL w F- .. •.• • • • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .•• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• a•• • • PAGE 8 OF 13 DECO TRUSS COMPANY INC. Trusses & Building Ma 13980 SW 252 Street, Princeton, Florida 33032 Telephone: (305) 257 -1910 Fax: (305) 257 -1911 www.decotruss.com Hanger Approval Submittals Hanger Approvals for Truss to Truss Connections Attached to this package are the approvals for the following Hangers /Straps. Hanger / Strap I.D. Number THD Series THDH Series SKH Series GTU40,GTU80 & GTU100 GTWS2T, GTWS3T,GTWS4T RT — Rafter Tie Series State of Florida or Miami -Dade County Approval Number FL 815, NER -478 FL821, NER -608 FL 815 , NER -478 FL 819 FL 6223 Miami -Dade Approval Number 01- 0912.05 •• ••• • • •• • • • • • •• • •• •• • • • •• • ••• •• • •. • • • • •• • • •• • • ••• • • • • • • • • • • • • ••• • • • • • • • •• F• • • ••• • • • •• • • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • a • ••• • ••• • • • • • • • • • • • • • •• •• rFU11UYt D V111111C Slit €*tA. '([GAM a r r -� Overview Product Search Organization Product Search Application User: Public User - Not Associated with Organization - Application #: Date Submitted: Product Manufacturer: Address/Phone /email: Technical Representative: Technical Representative Address/Phone /email: Category: Subcategory: Evaluation Method: Evaluation Entity: Quality Assurance Entity: Validation Entity: Authorized Signature: Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Application Status: http : / /www.floridabuilding.org/pr /pr detl.asp ?IPT= 815 &fn ROSrch FL815 10/30/2003 United Steel Products Company 703 Rogers Drive Montgomery. MN 56069 Robert Lutz. P.E. 11910 62nd Street North Largo. Fl 33773 (800) 443 -6442 rlutz(uspconnectors.com Structural Components Wood Connectors Anchors Evaluation Report from a Product Evaluation Entity Referenced Standards from the Florida Building Code: Section Standard Year 1707.3 ASTM D1761 1988 2314.4.4 ASTMD1761 1988 National Evaluation Service, Inc. PFS Corporation Product Testing. Inc. robert lutz rlutzt'ipgiitafterdo1$ • • • • • •• . . • • • PTID 81r T1 - 4 • ..• • • • • • • • • • Method Op�i zn C : • •' • • • Approve • • .. • • • • • • • • • • • .• • • ••• • • Need Help ? • • •• • • • • • • • • • • • • • • • • • • . • • • • • •• • • • • ••• • • • • • ••. • • • • • • • • • • • . • • • • • ••• • • • 1 (15.. 1 V1 ✓ 7/8/2004 rionua Jouncing Lone online 3 E NA.'l l S AT I[ N1 PR duct Type Detail r r r r Overview Product Search Organization Product Search A..Iication ,, ^. -...s• - .max - �4�.,.Y 5'"ry.,s, __._ User: Public User - Not Associated with Organization - Application #: Date Submitted: Product Manufacturer: Address/Phone /email: Category: Subcategory: Evaluation Method: Referenced Standards from the Florida Building Code: Section Standard Year 1707.3 ASTMD1761 1988 2314 :4.4 ASTMD1761 1988 Evaluation Entity: Quality Assurance Entity: Validation Entity: Authorized Signature: Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Application Status: Date Validated: Page: Go http : / /www.floridabuilding.org/pr /pr detl.asp ?IPT= 821 &fm = ROSrch robert lutz rlutz @gibraltarl.com Approved 10/31/20Q3 • • • Need Help ? FL821 10/30/2003 United Steel Products Company 703 Rogers Drive Montgomery, MN 56069 Structural Components Wood Connectors Anchors Evaluation Report from a Product Evaluation Entity National Evaluation Service, Inc. PFS Corporation Product Testing, Inc. PTID 821 T NER608.pdf •• ••• • • • • • •• Method 1 Qption Q • • • • • •• ••• •• • • • •• ••• • • • • • • • • • • • • • • • • • • •• •• • • • • • • Page 1 / 5 > >1 Page 1 of 3 • ▪ • • ▪ • • • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •. • •• •. • •• 7/8/2004 . ... • • .... • Stock Number Steel Ga Hanger Dimensions (in.) Fastener Schedule' 2 Allowable Load (Ibf) W H D Header Joist F 460 lbffn F ci. = 625 Ibf/in Uplift Qty Type Qty Type 100% 115% 125% 100% 115% 125% 133% 160% THDH26 -2 12 3- 7/16 5-3/8 4 20 16d 8 16d 3765 4330 4710 3765 4330 4710 2235 2235 THDH28 -2 12 3-7/16 7 -1/8 4 36 16d 10 16d 6260 7145 7285 6260 7200 7825 2665 2665 THDH210 -2 12 3- 7/16 9-1/8 4 46 16d 12 16d 7215 7470 7640 7910 8260 8260 3490 3490 TH DH46 12 3- 9/16 5-3/8 4 20 16d 8 16d 3765 4330 4710 3765 4330 4710 2235 2235 THDH48 12 3 -9/16 7 -1/8 4 36 16d 10 16d 6260 7200 7825 6260 7200 7825 2665 2665 THDH410 12 3-9/16 9-1/8 4 46 16d 12 16d 7910 8260 8260 7910 8260 8260 3490 3490 THDH26 -3 12 5 -1/8 5-3/8 4 20 16d 8 16d 3765 4330 , 4710 3765 4330 4710 2235 2235 THDH28 -3 12 5-1/8 7 -1/8 4 36 16d 10 16d 6260 7200 7825 6260 7200 7825 2665 2665 THDH210 3 12 5-1/8 9-1/8 4 46 16d 12 led 7910 8260 8260 7910 8260 8260 3490 3490 Page 18 of 19 : 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 Ibf /in = 6 89 kPa; 1 psi = 6.89 kPa. 1. A 16d nail is 3 -112 inches (89 mm) long and 0.162 (4.1 mm) inches in diameter. 2. 16d nails driven into the joist shall be installed at 30 to 45 degrees horizontally toward the header. 3. The allowable torsional moment capacity for these connectors shall be 4457 inch-lbf (504 N-m). Table 14 —TH Jo lst Hange 16 d COMMON NAIL � ∎\� — e. JOIST NAILS 45° Figure 14* — THDH Joist Hanger ' HEADER HEADER NAILS THDH HANGER (TOP VIEW) JOIST .. S.... • . . .. • • • • • • • • •' . . . . • .. ... .. • .... • ... . • • • . . • • .. .. • • • • . • • • • .. .. • ... • • . • • • • • ... • .... . ... .. 5 • • • ... • • • • 10 .... • • • • ..... • ... • ..... • • .. • . ... • • .... • N ER -608 STOCK NO. STEEL GAUGE DIMENSIONS (In) FASTENER SCHEDULE ALLOWABLE LOADS (Ibs) Header' Joist F = 460 psi F„ = 625 psi Uplift W H D Qty Type Qty - TypS 100% 115% 125% 100% 115% 125% 133% 160% THD 26 16 1% 5 V1e 3 18 16d 12 - 10d x 1'/ 2430 2795 3040 2430 2795 3040 1520 1825 THD 28 16 1% 7 3 28 16d 16 - 10d x 1/2 3590 3820 3965 3780 3965 3965 2025 2330 THD 210 16 1% 9 3 38 16d 20 - 10d x 1' /a 3970 4255 4445 4715 5000 5115 2535 3040 THD 26 -2 14 3 5 2% 18 16d 12 - 10d 2450 2815 3055 2450 2815 3055 1825 . 2190 THD 28-2 14 3 7 2% 28 16d 16 - 10d 3750 4315 4690 3750 4315 4690 2390 2485 THD 210 -2 14 3 9 2 38 16d 20 - 10d 5090 5855 6365 5090 5855 6365 2985 3585 THD 175 14 1 5 3 . 1'8 16d 12 -10d x 1'4 2450 2815 3055 2450 2815 3055 1535 1845 THD 177 14 1% 6% 3 28 16d 16 - 10d x 1 3810 4180 4335 3810 4380 4485 2050 2330 THD 179 14 1% 8% 3 38 16d 20 - 10d x l /a 4335 4625 4815 5170 5490 5680 2560 3070 THD 46 14 3 /a 5% 2% 18 16d 12 - 10d 2451 2815 3055 2450 2815 3055 1825 2190 THD 48 14 3% 7 2% 28 16d 16 -10d 3750 4315 4690 3750 4315 4690 2390 2485 THD 410 14 3% 9 2% 38 16d 20 - 10d 5090 5855 6365 5090 5855 6365 2985 3585 THD 412 14 3% 11 2% 48 16d 20 -10d 6430 6650 6650 6430 6650 6650 2985 3585 THD 610 12 5% 9 3 38 16d 20 - 10d 5360 6160 6700 5360 6160 6700 3200. 3410 THD 612 12 5% 11 3 48 16d 20 -10d 6770 7785 8415 6770 7785 8415 3200 3840 • • • • 1 Minimum header thickness shall be 1 inches. ... • • .... • • • • • • .. • • • • • • • • • .. .. • • • • .... .... • • • • .... • .. .. • • • • • • • • .�. • • . • • . • • • TABLE 6 -TH SERIES STOCK NO. STEEL GAUGE DIMENSIONS (Inj FASTENER SCHEDULE ALLOWABLE LOADS (Ibs) Header' Joist F = 460 psi F„ = 625 psi Uplift W H D Qty - Type — Qty - Type 100% 116% 125% 100% 115% 125% 133% 160% SKH 24 16 19 /18 3% _ 1% 4 - 16d 4- 10d x 1% 510 , 510 510 510 510 510 505 565 SKH 26 16 19 /18 5% 1% 6 -16d 6 -10d x 11/2 810 890 890 810 890 890 760 910 SKH 28 16 ' l / 7% 1% 10 - 16d 8 -10d x 1% 1350 1465 1465 1350 1465 1465 1015 1215 SKH 210 16 19 /16 91/4 1% 14 -16d 10 -10d x 1% 1790 1790 1790 1790 1790 1790 1265 1520 SKH 26 -2 16 31 /18 4% 1% 6 -16d 6 -10d 810 930 1015 810 930 1015 905 1085 SKH 28 -2 16 3 6% 1% 10 - 16d 8 - 10d 1350 1555 1690 1350 1555 1690 1205 1360 SKH 210 -2 16 3 8% 1% 14 - 16d 10 -10d 1890 2175 2365 1890 2175 2365 1505 1565 SKH 212 -2 16 3 1036 1% 16 -16d 10-10d 2160 2485 2700 2160 2485 2700 1505 1565 SKH 36 16 2 4% 1% 6 -16d 6 -10d x 1% 810 930 1015 810 930 1015 760 910 SKH 38 16 2 6% 1% 10 - 16d 8 - 10d x 134 1350 1555 1585 1350 1555 1585 1015 1215 SKH 310 16 2 8% 1% 14 -16d 10 -10d x 1% 1890 2175 2250 1890 2175 2250 1265 1520 SKH 312 16 2 10% 1% 16-16d 10 -10d x 1% 2160 2485 2500 2160 2485 2500 1265 1520 SKH 1520 16 1 914 1% 14 - 10d 10 -10d x 1% 1340 1340 1340 1340 1340 1340 1265 1520 SKH 1524 16 1 111/4 1% 16 - 10d 10 -10d x 1% 1810 1990 1990 1810 1990 1990 1265 1520 SKH 1520 -2 16 3 8% 1% 14 - lad 10 -10d x 114 1580 1820 1980 1580 1820 1980 1265 1520 SKH 1524 -2 16 3 10% 1% 16 - 10d 10 -10d X 1% 1810 2080 2260 1810 2080 2260 1265 1520 SKH 1620 16 1 9 1% 14 - 10d 10 -10d x 1% 1340 1340 1340 1340 1340 1340 1265 1520 SK�i.1 4 16 1 : 11 : 1 16 - 10d 10 -10d x 1'/ 1810 1990 1990 1810 1990 1990 1265 1520 SKII41•42b .16.. 1 9 1% 14 - 10d 10 -10d x 1% 1580 1820 1980 1580 1820 1980 1265 1520 Sal„1,7 • 16 1 11 1 16 - 10d 10 -10d x 1% 1810 2080 2260 1810 2080 2260 1265 1520 SKI !J i 2 9 1 14 - 10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980 1265 1520 SKH 2024 • ,6 .. 2 11 1% 16 -10d 10 -10d x 1% 1810 2080 2260 1810 2080 2260 1265 1520 SKf1 2320 • • l8* • . 2% 8% 1% 14 - 10d 10 -10d x 1% 1580 1820 1980 1580 1820 1980 1265 1520 S-1'4 . :1r • 2% 10% 1% 16 - 10d 10 -10d x 1% 1810 2080 2260 1810 2080 2260 1265 1520 SKI-1,2520 ..1$... 2 8% 1% 14 - 10d 10 -10d x 1% 1580 1820 1980 1580 1820 1980 1265 1520 srti 2,14 • •1€'. • 28/18 10% 1% 16 - 10d 10 -10d x 1% 1810 2080 2260 1810 2080 2260 1265 1520 SkH 2820 : 1e'. " /16 8 1 14 - 10d 10 -10d x 1% ', .1580 1820 1980 1580 1820 1980 1265 1520 2 S1Q 2624 16 2 10 " /16 1% 16 -10d 10 -10d x 1' /z - ' 1810 2080 2260 1810 2080 2260 1265 1520 TABLE 7 - SKH SERIES 1 Minimum header thickness shall be 1 inches for 16d common nails and 1% inches for 10d common nails. Table 7 continued on next page. STOCK NO. STEEL GAUGE DIMENSIONS (in) FASTENER SCHEDULE ALLOWABLE LOADS (Ibs) He.aderl Joist F = 460 psi F„ = 625 psi Uplift W H D Qty - Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% SKH 46 14 39 /16 4% 2% 10 - 16d 6 -16d 1360 1565 1590 1360 1565 1590 1090 1305 • SKH 410 14 3 81/2 21/2 16 - 16d 10 - 16d 2175 2500 2540 2175 2500 2540 1565 1565 SKH 414 14 3 121/2 2% 22 - 16d 10 - 16d 2990 3440 • 3740 2990 3440 3740 1565 1565 SKH 418 14 3 16 21/2 28 - 16d 10 - 16d 3810 4380 4760 3810 4380 4760 1565 1565 SKH 2020 -2 14 4 9% 31/2 14 - 10d 10 - 10d 1610 1850 2015 1610 1850 2015 1535 1840 SKH 2024 -2 14 4 11% 3% 16 - 10d 10 - 10d 1840 2115 2300 1840 2115 2300 1535 1840 SKH 2320 -2 14 4 9% 31/2 14 - 10d 10 - 10d 1610 1850 2015 1610 1850 2015 1535 1840 SKH 2324 -2 14 4 11% 3% 16 - lad 10 -10d 1840 2115 2300 1840 2115 2300 1535 1840 SKH 2520 -2 14 5% 9% 3 14 - 10d 10 - 10d 1610 1850 2015 1610 1850 2015 1535 1840 SKH 2524 -2 14 5% 11% VA 16 -10d 10 - 10d 1840 2115 2300 1840 2115 2300 1535 1840 • • 1 Minimum header thickness shall be 1 inches for 16d common nails and 1% inches for 10d common nails. •••• • • • • •••• • •• • • • • • • • • • • • • S • • • • •••• •••• • • • • • • •••• •••• • • • •• •• • • • • • • • • •• • • • • •••• • • • • •••• • •• •• • . • TABLE 7 - SKH SERIES - CONTINUED Page 29 of 29 THD Series Figure 6. SKH Series Figure 7 National Evaluation Report No. NER -478 V TMU Series Figure 8 TMP Series Figre: 9,••.•.. • • • • S. ••• .• • • • •. • ••• ••• • • • •• • • •• •• -•• • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • ••• • *THESE DRAWINGS ARE FOR ILLUSTRATION PURPOSES ONLY. THEY ARE NOT INTENDED FOR USE AS CONSTRUCTION DOCUMENTS FOR THE PURPOSE OF FABRICATION OR EnCl ON. : :: •: • ; • • • ••• • • • • • • • • • . • • • • .• •• • • • IS •• 501 • • • •.• • • 'rtonaa miming i.oae °mine cal BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL819 New 2004 Approved United Steel Products Company 703 Rogers Drive Montgomery, MN 56069 (727) 536 -7891 ext 152 rlutz@gibraltar1.com robert Lutz rlutz @gibraitar)..com Structural Components Wood Connectors Anchors National Evaluation Service, Inc. PFS Corporation Product Testing, Inc. Standard ASTM D1761 ASTM D1761 1707.3 Page 1 of 5 Evaluation Report from a Product Evaluation Entity • •• ••• • • • • • •• • • • •• ▪ ••• •• • ••• • • • • • • • • T • • • 1858 1988 ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • http:// www. floridabuilding. org/ pr /pr_app_dtl.aspx ?param= wGEVXQ 4'til oil 3a2CE-10549... 3/5/2007 rionua tsuiiatng i.oue vtuine Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ;Summary of Products Go to Page 819.6 HGA10 Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- 2314.4.4 Method 1 Option C 10/30/2003 10/31/2003 11/04/2003 11/19/2003 rage 2 of ti Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Installation Instructions Verified By: Evaluation Reports PTID 819 T NER532.pdf 819.2 1 BN284 Breakfast Nook Hanger Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Installation Instructions Verified By: Evaluation Reports 819.3 GTU100 Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: 7GIRDER TRUSS HANGER Installation Instructions Verified By: Evaluation Reports 819.i 819.5 Model, Number or Name 1Description BN264 Breakfast Nook Hanger Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: GIRDER TRUSS HANGER GIRDER TRUSS HANGER Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Installation Instruct ions Verified By: Evaluation Reports Installation Instructions Verified By: Evaluation Reports HURRICANE GOSSE?ANG Page 1 / 2 42 42 Installation Instructions Verified By • ••• •;• .'. .•• Evaluation •te • • • , • • • • •. • • •• •• • • • • • • • .•. • • • • • • • • • • . • • • • • .• • • • • • • • • • • • • • • • http : / /www.floridabuilding.org/pr /pr app_dtl.aspx? param= wGEVXQwtDgtJxOril�l iVii 151Ts1...•.3 /5/2007 ••• • • • ••• • • Page 7 of 11 Figure 2 - GTU High Uplift Girder Truss Hangers Table 2 - GTU Series National Evaluation Report No. NER -532 Allowable Loads (l Stock Minimum Steel Dimensions (fn.) Fastener Schedule No. Vertical Ga. W W H D Supporting Supported Member Size irtember' Oty Bolt Oty Nail 100% 115% 125% 100% 133% 160% GTU40 2 x 6 7 31/4 51/2 22 1/2 6 5 3/4 2 3/4 8 10d 7110 7110 7110 6250 6250 6250 GTUffit 2 x 6 7 4 7/8 51/2 251/2 6 6 3/4 2 3/4 8 101 9245 10830 10685 8410 8545 10000 GTU10O 2x8 7 7 8 251/2 8 6 3/4 2 3/4 8 10d 9240 1082510685 6410 8545 10000 FOR SI: 1 nch = 25.4 mai,1 ibf = 445 N,1 pet = 849 kPa 1 The Supporting Member is defined as the vertically aligned Southern Yellow Pine Lumber (0 =0.55) nominal 2 x 8 (2 x 8 for HSU100) web of a minimum two-ply plated-wood truss. 2 The supported member shall be so constructed as to have a vertically aligned Southern Yellow Pine ( member for the two bolts to pass through with a minimum 1 -1/2 Inch edge and 5-1/4 inch end distance. 3 This series was previously listed as HSU. Direct Load Uplift Load S • • • • • • . • • • • - . • • • • • • • • • • • • • • •• • • • • • • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • • • ••• • • • •• • • USP Stock No. Ref, No. Steel Gauge Dimensions Fastener Schedule Allowable Loads (Lbs.) WI W2 H D Supporting Truss Supported Truss DF•L / SP Bolts'• Wood Screwe' Bolts Nails Wood Screwsa' 100% 115% 125% Upift' 133% 160% GTU40 -- 7 3-1/4 5-1/2 22-1/2 6 (5) 3/4 -- (2) 3/4 (8) 10d -- 7110 7110 • J116 • •6250 • .8400••100.0 • •6250• GTtiJ80 -- 7 4-7/8 5 -1/2 25-1/2 6 6 3/4 -- 2)3/4 8 10d -- 8560 9845; 10665 GTU100 -- 7 7 8 25-1/2 6 (6) 3/4 -- (2) 3/4 (8) 10d -- 8560 9845 10665 .8406 ;0060 6530 7835 GTWS2T -- 10 3-1/4 — — 16 4 -- (22 WS3 — — -- 16 WS3 6730 7740 • 8415 GTWS3T -- 10 4-7/8 -- 16 5 -- (28,, WS3 -- -- (24)WS3 8570 9855 10710 9790 11750 GTWS4T -- 10 6-1/2 -- 16 5 -- (28) WS3 -- -- (24) WS3 8570 98x5 lag, 979g • 11750. HIGH UPLIFT GIRDER TRUSS HANGERS — GTU & GTWS SERIES The GTU and GTWS series girder -to- girder hangers feature high uplift capacities along with high gravity load ratings. GTU – Utilizes bolting through the vertical member of the supported truss, which spreads the load more effectively throughout the multiple truss members. GTWS – Low profile version, which utilizes USP's WS3 Wood Screw, shown on page 22. Materials: See chart Finish: GTU – USP primer; GTWS – G90 galvanizing Codes: SBCCI, BOCA – NER 532, FL819, Dade County, FL 05-0204.01-- GTU40 & GTU80, Dade County, FL 01- 0724.06 — GTU100 Installation • Use all specified fasteners. See Product Notes, page 16. • WS Wood Screws are included with hangers where specified. • GTU40 and GTU80 shall be installed to a minimum 2x6 vertical member of a girder truss having a maximum 2x8 bottom chord. • GTU100 shall be installed to a minimum 2x10 vertical member of a girder truss having a maximum 2x8 bottom chord. • GTWS2T shall be installed to a minimum 2x4 vertical member of a girder truss with no restriction on the size of the bottom chord. • GTWS3T shall be installed to a minimum 2x6 vertical member of a girder truss with no restriction on the size of the bottom chord. • GTWS4T shall be installed to a minimum 2x8 vertical member of a girder truss with no restriction on the size of the bottom chord. GTU40 1) Allowable loads are based on 1997 NDS ®. 2) Uplift loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 3) Bolts shall conform to ASTM A 307 or better. 4) GTU series 3 /4 girder bolts and GTWS WS3 wood screws require a minimum 3" wood penetration. 5) WS3 wood screws are 1/4" x 3" long and are included with the GTWS hangers. 6) All bolts of the GTU hangers shall be installed in the vertical member satifying all code spacing requirements. 7) The wood screws of the GTWS hangers may be installed in both vertical and horizontal members. GTWS2T 1- 800-328 -5934 • www.USPconnectors.com • • • • • • • • • • • S. • •. Typical GTU40 installation Typical GTWS installation • • • • • • •• • • • •• • • •• • • • • • • • • • • • • • • • • • Boas mJst be aedered separately. See page 26 ♦ for available sizes,, ••• • • • • • • • • • • • • • • • • •'• • • •• • • • • •• • • • • "ti Florida Building Code Online BCIS Home I Log In ; Hot Topics Submit Surcharge I Stats & Facts i Publications I FBC Staff I BCIS Site Map I Links I Search I Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL6223 Application Type New Code Version 2004 Application Status Approved Comments Archived Product Manufacturer United Steel Products Company Address /Phone /Email 703 Rogers Drive Montgomery, MN 56069 (727) 536-7891 Ext 152 rlutz @gibraltarl.com Authorized Signature robert lutz riutz @gibraltarl.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By. Certificate of Independence Structural Components Wood Connectors Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Terrence E. Wolfe Referenced Standard and Year (of Standard) Standard ASTM D1761 PE -44923 PFS Corporation •• "' • • • • • • • • • • • •• • • • • ••• •• • • • • • • • • • • Joseph Demidovich •° "' " • •• _`:. Validation Checklist - Hardcopy Received •.• ••• • • • .•, • • • • • • • • • • • • • • • • • FL6223 RO COI 4E1 Letter of dart .24F • • • • • • ••• • • • • ••• • • • Year • • • • • • • • • • ••• • • • • 19$8 • • • • • • • •• •• ••• • • • •• ••• ••• • • • Page 1 of 3 httn : / /www.floridal?uilding.ore/nr /Dr anu dtl. asnx? aaram= wGEVX0wtDasNVv7gq %2fGjc211U2... 2/27/2008 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 6223.1 GTWS Girder Truss Connector Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: GTWS2T Dead /Live Allowable Design Load =12468 LBS Uplift Allowable Design Load =9298 LBS; GTWS3T, GTWS4T Dead /Live Allowable Design Load= 12468 LBS Uplift Allowable Design Load= 12493 LBS GTWS2T,GTWS3T,GTWS4T Installation Instructions FL6223 RO II GTWS Installation .PDF FL6223 RO II GTWS Test Report.PDF Verified By: Terrence E. Wolfe, PE 44923 Created by Independent Third Party: Evaluation Reports FL6223 RO AE GTWS Analysis .PDF Created by Independent Third Party: 6223.2 HTWM Strap Tie Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: HTWM16,HTWM20 Strap Tie, Wood to Masonry Uplift Allowable Design Load= 1326LBS; HTWM16, HTWM20 Strap Tie, Wood to Concrete Uplift Allowable Des gn Load= 1331LBS HTWM16,HTWM20 Strap Tie Wood to Masonry; HTWM16,HTWM20 Strap Tie Wood to Concrete Installation Instructions FL6223 RO II HTWM Installation.PDF FL6223 RO II HTWM Test Report.PDF Verified By: Terrence E. Wolfe, PE. 44923 Created by Independent Third Party: Evaluation Reports FL6223 RO AE HTWM Analysis .PDF Created by Independent Third Party: 6223.3 HUGT Girder TieDown HUGT2,HUGT3,HUGT4 Girder Tiedown (Non - Sloped Application); HUGT2,HUGT3,HUGT4 Girder Tiedown ( sloped Application 3:12 to 8:12) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: HUGT2,HUGT3,HUGT4 Girder Tiedown (Non- Sloped Application) Uplift Allowable Design Load =10055LBS; HUGT2,HUGT3,HUGT4 Girder Tiedown ( sloped Application 3:12 to 8:12) Uplift Allowable Design Load= 9860LBS 6223.4 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A httn : / /www.floridabuildina.ora/ur /nr ann Model, Number or Name ONISH213 -SK45 Florida Building Code Method 1 Option D 03/13/2006 03/14/2006 03/15/2006 03/23/2006 Page 2 of 3 2004 Description Installation Instructions FL6223 RO II HUGT Installation.PDF FL6223 RO II HUGT Test Report .PDF Verified By: Terrence E. Wolfe, PE 44923 Created by In i)eMl$nt hird'Iiar2yi .•• Evaluation Rl'portg' ' • • FL6223 RO /vSis :PQF: ••• Created by Independent Third Party: • • ••• • • • • • • • • • • • • • • • MSH213- SK45 :Stre lian:{rs• • installation 'Instruction% • FL6223 RO II MSH213 -SK45 Installation .PDF FL6223 RO II,11,514213;SK45 Te6t Report•.PDF Verified By: TeirenCe 443423; • • • • • • • • • • • S. •• • • • •• •• ••• • • • ••• • • • • • • • •• • dtl. asnx ?naram= wGEVXOwtDasNVv7>za %2fGi c211 U2... 2/27/2008 Design Pressure: N/A Other: MSH213 -SK45 Strap Hangars, Face Mount Dead /Live Allowable Design Load= 1768LBS Uplift Allowable Design Load= 730LBS; MSH213 -SK45 Strap Hangars, Top Mount Minimum Nailing Dead /Live Allowable Design Load= 1562LBS Uplift Allowable Design Load= 413LBS; MSH213 -SK45 Strap Hangar, Top Mount Maximum Nailing Dead /Live Allowable Design Load= 1811LBS Uplift Allowable Design Load= 413LBS Created by Independent Third Party: Evaluation Reports FL6223 RO AE MSH213 -SK45 Analysis .PDF Created by Independent Third Party: 6223.5 RFUS IRFUS Uplift Girder Tie (Wood to Wood) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Uplift Allowable Design Load= 5100 LBS. Installation Instructions FL6223 RO II RFUS Details .PDF Verified By: Terrence E. Wolfe 44923 Created by Independent Third Party: Evaluation Reports FL6223 RO AE RFUS Analysis.PDF Created by Independent Third Party: 6223.6 I RUSC HRUSC Uplift Girder Tie (Wood to Wood) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Uplift Allowable Design Load= 6800LBS Installation Instructions FL6223 RO II RUSC Details .PDF Verified By: Terrence E. Wolfe, PE 44923 Created by Independent Third Party: Evaluation Reports FL6223 RO AE RUSC Analysis .PDF Created by Independent Third Party: Florida Building Code Online I Back Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Suncom 277 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: DCA Administration ICI Next 12 -,I • ••• • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • i • ▪ • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • Page 3 of 3 http : / /www.floridabuilding.org/pr /pr app dtl. aspx? param= wGEVXQwtDgSNVv7gq %2fGjc211U2... 2/27/2008 1. PRODUCT TRADE NAME Copyright © 2004 LEGACY REPORT ICC Evaluation Service, Inc. www.icc - es.org The Subcommittee on Evaluation has reviewed the data submitted for compliance with the Standard Building Code©, the SBCCI Standard for Hurricane Resistant Residential Construction© SSTD10, the International Residential Code, and the Florida Building Code - Building and submits to the Building Official or other authority having jurisdiction the following report. The Subcommittee on Evaluation, ICC-ES and its staff are not responsible for any errors or omissions to any documents, calculations, drawings, specifications, tests or summaries prepared and submitted by the design professional or preparer of record that are listed in the Substantiating Data Section of this report. Portions of this report were previously included in SBCCI PST & ESI Evaluation Reports #9408A, #94139, #9659, #2031, #2031A, and #2031B. REPORT NO.: 2031C EXPIRES: See the current EVALUATION REPORT INDEX CATEGORY: HANGERS AND SUPPORTS SUBMITTED BY: UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE MONTGOMERY, MINNESOTA 56069 -1324 1.1 Heavy Welded Hangers - HWUH Series 1.2 Hip /Jack Truss Hangers - HJH Series 1.3 Truss Anchors - HTA 1.4 Hurricane Clip - HC520 1.5 Low Profile Truss Anchor - LPTA Series 1.6 Rafter Tie - RT 1.7 Truss Anchors - SHA 1.8 Truss Anchors TA Series 1.9 Washers 2. SCOPE OF EVALUATION Structural 3. USES Structural connections in wood framed construction g5q Business/Regional Office • 5360 Workman Mill Road, Whittier, California 90601 • (562) 699 -0543 Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 Regional Office • 4051 West Fiossmoor Road, Country Club Hills, Illinois 60478 • (708) 799 -2305 4. DESCRIPTION 2031C Reissued April 1, 2004 4.1 General All of United Steel Products Company's connectors evaluated in this report are manufactured from galvanized steel sheet conforming to ASTM A 653, SS Grade 33, Steel Sheet, Zinc - Coated (Galvanized) by the Hot -Dip Process, Structural (Physical) Quality with a minimum yield strength of 33 ksi and a minimum tensile strength of 45 ksi except HTAs are Grade 40 (F z 40 ksi, F„ z 56 ksi). Plate that is indicated as H.R. (hot roiled) in the Design Tables conforms to ASTM A 36 with a minimum yield strength of 36 ksi and a minimum tensile strength of 58 ksi. Connectors that are fabricated by welding use welding electrodes E60XX. 4.2 Design Load Capacity Load tests were performed on the connectors under ASTM D 1761. All load tests were performed using wood species Southern Pine (G = 0.55). The fasteners used are nails common wire or bolts ASTM A 307 unless noted in the Tables. Sizes of bolts and nails are noted in the Design Tables. Design Load Tables Nos. 1 through 9 of this report give the allowable loads of connectors with the fastener schedule, dimensions of connectors, and drawing of connector. The "Normal" load capacities shown in the tables may be increased for duration of load in accordance with the NDS up to the "Maximum" allowable load tabulated. If no "Maximum" allowable load is tabulated, then no additional increases are permitted for duration of load. "Uplift" loads shown in the tables have been increased for wind and seismic with no further increase allowed. 5. INSTALLATION 5.1 General United Steel Products Company connectors shall be installed in accordance with the manufacturer's published installation instructions and this report. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all tim site.dur g,installation. • • • • • • • • • •_ • -•• • • • • • The instructions within thistePorraov$n=if ipeCe ceDny &inflicts between the manufacturer ingtrttctio53 and thig repot? • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • : •• ••• • • • • ICC-ES legacy reports are not to be construed as representing aesthetics or any other attributes not specially addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product ••• • • • • ••• • • covered by the report. • • • • • • • • • • • ••• • ■ • • • ■ • • • • • • • • •• •• • • • •• •• ••• • • .• ••• • Page•lof13 • • 2031C PAGE 12 OF 13 4. The following minimum widths are based on nail sizes attaching the connectors to the wood structural members. Nail Min. Width of Wood Member 8d 10d 16d 1.36 inches 1.78 inches 1.94 inches 5. Nails completely penetrating 2x joists or rafters shall be clinched downward. 6. Uplift loads, and lateral loads L1 and L2 loads shall not be combined. The connectors shall be subjected to loads in one direction only. 7. Bolts are A307 unless otherwise noted. 8. Minimum concrete strength f = 2500 psi unless otherwise noted. 6. SUBSTANTIATING DATA 6.1 Manufacturer's specifications, drawings, and installation instructions. 6.2 Test reports and engineering calculations prepared by Thomas F. Devening PE Consulting Engineer, testing performed under ASTM D 1761, reports include material specifications, engineering drawings, calculations under NDS, summary tables and test results; reports are signed, sealed, and dated by Thomas F. Devening, P.E.: • SHA-6 & SHA-6T Masonry Uplift Connectors, April 1, 1996. • WSH 916, WSH 1093 -R & WSH 1093 - Anchoring Washers, February 1, 1996. • TA, HTA & HTA -18 - Series Tie Straps., April 1, 1996. • Letter report on SHA-6 test set -up with diagram, June 4, 1996. 6.3 Test report and engineering calculations of Design Capacities for Wood Frame Construction Connection Hardware (HC -520), dated June 3, 1993, signed and sealed by Fred S. Cardwell, P.E. 6.4 Test report and engineering calculations of Design Capacities for Wood Frame Construction Connection Hardware (U220, MS, RT, DTC, NFM, & HSU), prepared by Crump Engineering, Inc., dated October 28, 1991, revised May 6, 1993, and August 10, 1993, signed and sealed by Manuel R. Linares, Ill, P.E. 6.5 Engineering calculations under NDS 1991 and structural test reports under ASTM D 1761, Crump Engineering, Inc., CE Job No. 93183, June 1, 1994, signed and sealed by Manuel R. Linares III, P.E. June 15, 1994. Additional calculations dated August 16, 1994, signed and sealed by Manuel R. Linares III, P.E. 6.6 Engineering calculations under NDS 1991 and structural test reports under ASTM D 1761, Thomas E. Devening, P.E. Consulting Engineer, signed, sealed, and dated by Thomas F. Devening, P.E. • LPTA Series, Truss Anchor, File FL93 -205, October 27, 1993. • HC10 and HC10 -2 Hurricane Clips, File FL93 -205, November 23, 1993. • HC520 Hurricane Clip, File FL93 -205, January 6, 1994. 7. CODE REFERENCES Standard Building Code - 1999 Edition Section 103.7 Chapter 17 Chapter 19 Chapter 21 Chapter 22 Section 2301.2 Section 2306.2 Section 2307 Section 2308 Section 2309 SBCCI Standard for Hurricane Construction © SSTD10 -99 Section 208 Section 208.6 Section 209.1.7 Section 302.1 Section 303.2.3 Section 3042.6 Section 305.3 Section 305.7 Section 307.1.5 Alternate Materials and Methods Structural Tests and Inspections Concrete Masonry Steel Wood Construction - Design Other Fastenings Floor Framing Vertical Framing Roof and Ceiling Framing Resistant . Residential Alternate Materials and Methods Design Concepts - Exterior Walls Design Criteria Buildings with Concrete or Masonry Exterior Walls Fasteners and Connectors Wood Frame Floor Systems - Connections Roof Systems Connections for Wood Roof Systems Open Structures - Connections Fasteners and Connectors - Wood - Framed Exterior Walls Floor Anchorage Connections - Wood Floors Connections for Exterior Wall Framing Holdown Connectors Connections - Rafter -Joist Framing Systems Coneccigrjs ; Trims grarujng Systems • • • • • • • • • International Residential (®de - 2a�004c ition • • • • • • • •• ••• •• • • • •• Alternate Materials, Design and Methods of Construction and Equipment ©P • ••• . •. ••• :Well Construction • • • • • :Fastener • Sc&edille: Tor.S'truocurial IOIemb&rs • • • • • • Roof - Ceiling Construction Wgg T6usse% • • • • • • • Rol tie;iown : :.: Section 101.4 Section 101.6.2 Section 104 Chapter 2 Section 202.1.8 section 204.3.7 Section 307.2.6 Section R104.11 Section R301 Chapter 6 Table R602.3(1) Chapter 8 Section R802.10 Section R802.11 • • • • • • • • • • • S. •• • • • • • • •.• • • • 000 • • • PAGE 13 OF 13 Florida Building Code - Section 103.7 Section 1606 Chapter 17 Chapter 19 Chapter 21 Chapter 22 Section 23012 Section 2306.2 Section 2307 Section 2308 Section 2309 High Velocity (Broward and Section 2314 Section 2317 Section 2318 Section 2319 Section 2321 Section 2324 Building - 2001 Edition Alternate Materials and Methods Wind Loads Structural Tests and Inspections Concrete Masonry Steel Wood Construction - Design Other Fastenings Floor Framing Vertical Framing Roof and Ceiling Framing Hurricane Zones Dade Counties) General Unit Stresses Vertical Framing Horizontal Framing Anchorage Connectors 8. COMMITTEE FINDINGS The Subcommittee on Evaluation in review of the data submitted finds that, in their opinion, United Steel Products Company's connectors as described in this report conform with or are suitable alternates to that specified in the Standard Building Code, the SBCCI Standard for Hurricane Resistant Residential Construction© (SSTD 10), the International Residential Code, and the Florida Building Code - Building or Supplements thereto. 10. 2031 C 9. LIMITATIONS 9.1 When using SBCCI Standard SSTD 10, the design loads listed in the standard shall not exceed those recommended by the manufacturer as shown in the Design Tables in this report. 9.2 Each package of connectors shall contain the manufacturer's installation instructions listing the required size and number of nails and /or bolts. 9.3 Connectors that are exposed directly to weather or subject to salt corrosion in coastal areas, as determined by the local building official, shall be galvanized in accordance with Sections 202.1.8.3 or 302.1.3 of SSTD 10. IDENTIFICATION Each package of United Steel Products Company connectors covered by this report shall be labeled with the manufacturer's name and /or trademark (USP Lumber Connectors), the SBCCI Public Safety Testing and Evaluation Services Inc. initials (SBCCI PST & ESI) or seal, and the number of this report for field identification. 11. PERIOD OF ISSUANCE SEE THE CURRENT EVALUATION REPORT INDEX FOR STATUS OF THIS LEGACY EVALUATION REPORT. For information on this report contact: Woods McRoy, P.E. 205/599 -9800 I. ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • •• • • • • • • • • • •• • • ••• • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• •• • • •• • • •• • • 1 2031C TABLE 6 RAFTER TIE (RT) STOCK NO. RT12F RT16F RT18F RT2OF RT22F RT24F RT3OF RT36F RT48F STEEL GAUGE 14 DIMENSIONS (inches) W L FASTENERS Nails MAXIMUM ALLOWABLE LOAD (Ibs) 100% 880 1175 133% 1175 1570 12 -16d 16 -16d 1 1 1 1 1 1 1 1 1 12 16 20 18 22 24 30 36 48 18 -16d 18 -16d 18-16d 18-16d 1225 1225 1225 1225 1225 1225 1225 1665 1665 1665 1665 1665 1665 1665 18 -16d 18 - 16d 18 -16d SI: 1 inch = 25.4 mm; 1 pound = 4.45 N FIGURE 6 RAFTER TIE - RT-SERIES 14 GAGE GALVANIZED STEEL PAGE 8 OF 13 •. ••• • • • • • •• • • • • • • • • • 00 ••• •• • • • •. • •.• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • 0410 • ••• • • • • ••• • • • • • • • • • • • • • ••• • • ' • • • • • • • • • • • • •• •• • • • •• .• .410 • • • ••• • • GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to BCSI Guide to Good Practice for Handling. Installing. Restraining & Bracing of Metal Plate Connected Wood Trusses * ** for more detailed information. Truss Design Drawings may specify locations of permanent lateral restraint or reinforcement for individual truss members. Refer to the BCSI- B3 Summary Sheet - Permanent Restraint/ Bracing. of Chords & Web Members * ** for more information. All other permanent bracing design is the responsibility of the Building Designer. 4 6 The consequences of improper handling, erect- ing, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. El resultado de un manejo, levantamiento, instalacion, restriction y arriootre incorrecto puede ser la caida de la estructura o eon peor, heridos o muertos. ® Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. Empaques y places de metal tienen bordes afilados. Lleve guantes y lentes protectores cuando corte los empaques. HANDLING - MANEJO ® Avoid lateral bending. — Evite la flexion lateral. tL' 1 The contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. El contratista tiene la responsabilidad de recibir, descargar y almacenar adecuada- mente los trusses en la obra. Q If trusses are to be stored horizontally, place blocking of sufficient height beneath the stack of trusses at 8' to 10' on center. For trusses stored for more than one week, cover bundles to prevent moisture gain but allow for ventilation. Refer to B S Handling, Installi 9. Restraining & Bracing of Metal Plate Connected Wood Trusses * ** for more detailed information pertaining to handling and jobsite storage of trusses. Si los trusses estaran guardados horizon - talmente, ponga bloqueando de altura suficiente detras de la pile de los trusses a 8 haste 10 pies en el centro. Para trusses guardados por mas de una semana, cubra los paquetes para prevenir aumento de humedad pero permita venti- lacion. Vea el folleto BCSI Guia de Buena Practica pare el Manejo. Instalation. Restriction v.L r oattee de los Trusses de Madera Conectados con Places de Metal * ** pars information mas detallada sobre el manejo y almacenado de los trusses en area de trabajo. NOTAS GENERALES Los trusses no estan marcados de ningon modo que identifique la frecuencia o localization de restriction lateral y arriostre diagonal temporales. Use las recomendaciones de manejo, instaladon, restriction y arriostre temporal de los trusses. Vea el folleto BCSI Guia de Buena Practice pare el Manejo. Instalacion. Restriction v Arriostre de los Trusses de Madera Conectados con Places de Metal * ** pare information mas detallada. Los dibujos de diseno de los trusses pueden especificar las localizations de restriction lateral permanente o refuerzo en los miembros individuales del truss. Vea la hoja resumen BCSI -B3 - Restriction /Arriostre Permanente de Cuerdas y Miembros Secundarios*** pars Inds information. El resto de los disenos de arriostres permanentes son la responsabilidad del Disenador del Edificio. Use special care in windy weather or near power lines and airports. Spreader bar for truss Q Use proper rig- ging and hoisting equipment. Do not store unbraced bundles upright. Do not store on uneven ground. Utilice cuidado especial en dies ventosos o cerca de cables electricos o de aeropuertos. Use equipo apropiado para levantar e improvisar. No almacene verticalmente los trusses sueltos. No almacene en tierra desigual. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. a Warning! Don't overload the crane. iAdvertencia! iNo sobrecargue Is gala! Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunca use solo los empaques pars levantar un paquete. No levante un grupo de paquetes empaqueandos individualmentes. 0 A single lift point may be used for bundles with trusses up to 45'. Two lift points may be used for bundles with trusses up to 60'. Use at least 3 lift points for bundles with trusses greater than 60'. Puede usar un solo luger de levantar pars paquetes de trusses haste 45 pies. Puede user dos puntos de levantar pars paquetes hasta 60 pies. Use por lo menos tres puntos de levantar pare paquetes mas de 60 pies. INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACION DE TRUSSES INDIVIDUALES POR LA MANO El Trusses 20' or less, sup- port at peak. Soporte del pico los trusses de 20 pies o menos. I ts F Trusses up to 20' -► Trusses hasty 20 pies HOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUALES Ex Hold each truss in position with the erection equipment until top chord temporary lateral restraint is installed and the truss is fastened to the bearing points. Sostenga cads truss en position con equipo de grog haste que Is restriction lateral temporal de la cuerda superior este instalado y el truss este asegurado en los soportes. © Warning! Using a single pick-point at the peak can damage the truss. iAdvertencia! El use de un solo luger en el pico pare levantar puede hacer dafio al truss. HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Spreader bar Toe-in Spreader bar 1/2 to —� Tagline 2/3 truss length r — Q Warning! Do not over load supporting structure with truss bundle. iAdvertencia! No sobrecargue la estructura apoyada ton el paquete de trusses. Q Place truss bundles in stable position. Puse paquetes de trusses en una position estable. 2 Trusses 30' or less, support a quarter points. Soporte de los cuartos de tramo los trusses de 30 pies o menos. Tagline Tagline Locate Spreader bar above or stif back mid - height . so o less Trusses up to 30' - Trusses hasty 30 pies Attach 10' o.c. max. Spreader bar 2/3 to 3/4 truss length — TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL Q Refer to BCSI -B2 Summary Sheet - Truss Installation & Temporary Restraint/Bracinq* for more information. Vea el resumes BCSI - - Instaiacit(Intde • • Trusses y Restriction /Arriote T� *** • •• pars mas information. • • • • • Q Locate ground braces for 4 ttuss tly tilt• line with all rows of top chord temporary lat- eral restraint (see table in the next column). Coloque los arriostres de tierra g% el prim,r • truss directamente en Ijpga‘on coo una de • as files de restriction lateral temporal de la • cuerda superior (yea latabll en ltr r6sRna 4 • columna). • • • • 0 Do not walk on unbraced trusses. No cerrRfi gn tajsses sueltos. • • • • • • • • • • • • • • • •• • • • •• •• Top Chord Temporary Lateral Restraint (TCTLR) 2x4 min • • • • • • • • •Brace first truss • • • • • -4 ecurely before • • • erectio of additional • ' • , • • trusses. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES 0 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instale los arriostres de tierra. 2) Instale el primero truss y ate seguramente al arriostre de tierra. 3) Instale los proximos 4 trusses con restriction lateral temporal de miembro corto (yea abajo). 4) Instale el arriostre diagonal de la cuerda superior (yea abajo). 5) Instale arriostre diagonal pars los pianos de los miembros secundarios pars estabilice los primeros cinco trusses (yea abajo). 6) Instale la restriction lateral temporal y arriostre diagonal pars la cuerda inferior (yea abajo). 7) Repita este procedimiento en grupos de cuatro trusses haste que todos los trusses esten instalados. © Refer to BCSI -B2 Summary Sheet - Truss Installation & Temporary Restraint/Bracing*** for more information. Vea el resumen SCSI -B2 - Instalation de Trusses v Restriction /Arriostre Temporal * ** pare mas information. RESTRAINT /BRACING FOR ALL PLANES OF TRUSSES RESTRICCION /ARRIOSTRE PARA TODOS PLANOS DE TRUSSES El This restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de restriction y arriostre es pars todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Longitud de Tramo Up to 30' Haste 30 pies 30' to 45' 30 a 45 pies 45' to 60' 45 a 60 pies 60' to 80'* 60 a 80 pies* Top Chord Temporary Lateral Restraint (TCTLR) Spacing Espaciamiento del Arriostre Temporal de la Cuerda Superior 10' o.c. max. 10 pies maximo 8' o.c. max. 8 pies maximo 6' o.c. max. 6 pies maximo 4' o.c. max. 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un Ingeniero Profesional pare trusses mas de 60 pies. See BCSI - B2 * ** for TCTLR options. Vea el BCSI -B2 * ** pare las options de TCTLR. o Refer to BCSI -B3 Sum- mary Sheet - Permanent Restraint/Bracing of Chords & Web Members * ** for Gable End Frame restraint/bracing / reinforcement information. Para information sobre restriction /arriostre / refuerzo pare Armazones Hastiales yea el resumes BCSI -B3 - Restriction Arri r Permanente de Cuerdas y Miembros �undarios. * ** 'ger =lake a Repeat diagonal braces for each set of 4 trusses. Repita los arrisotres diagonales para cada grupo de 4 trusses. Ground bracing not shown for clarity. 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS LATERAL RESTRAINT & DIAGONAL BRACING ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL SON MUY IM PORTANTES! 6 Web Members 10' -15' max. Same spacing as bottom chord Lateral Restraint •• J • • • • 3) BOTTOM CHORD — CUERDAsINiERiOR• • • • • •• • • • ; R -�,T'f , Lateral Restraints a2S4xlf2' e• • _ ...t �` � ' • greater lapped over two trusses. ` Bottom • i�.p .�,`�`�► chords • 30' -15' • • • • max. • • • • • •• •• • • Diagonal Braces every 10 truss spaces (20' max.) • ••• •Some rtgtord ltd web members • •not•sho•vn fc•clarity. • •• Diagonal Bracing Bottom Chords Diagonal Braces every 10 truss spaces (20' max.) Some chord and web members not • • •shlrlh for clarity. • i. • W4 ; 1 7 , t u . s , :I 4 a .. . CCION Y ARRIOSTRE DE LOS TRUSSES Por favor, siempre consulte a un Ingeniero Profesional. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 A Refer to BCSI -B7 mma ghee,[ - Temporary & Permanent Restraint/ Bracing for Parallel Chord Trusses * ** for more information. Vea el resumen BCSI- 67 - Restriction( Arriostre Temoocl y Permanente pare Trusses de Cuerdas Paralelas * * para mas information. All Lateral Restraints lapped at least two trusses. *Top chord Temporary Lateral Restraint spacing shall be 10' o.c. max. for 3x2 chords and 15' o.c. for 4x2 chords • INSTALLING - INSTALACI Q Tolerances for Out -of- Plane. Tolerancias pare Fuera -de- Plano. — Length —a Max. Bow Max. Bow Apply Diagonal Brace to vertical webs at end of cantilever and at bearing locations. L -4- Length --rt Max. Bow — Length — ! Q Tolerances for Out -of- Plumb. Tolerancias pars Fuera -de- Plomada Diagonal Bracing 10' or 15'* r � Repeat Diagonal Bracing every 15 truss spaces (30') 0 /50 max CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Ak Do not proceed with construction until all lateral restraint and • bracing is securely and properly in place. No proceda con la construction hasty que todas las restric- tions laterales y los arriostres esten colocados en forma epropiada y segura. • Do not exceed maximum stack heights. Refer to BCSI -B4 Sum- . Sheet - Construction Loading * ** for more information. No exceda las alturas maximas de monton. Vea el resumen 13CSI -B4 Carga de Construction * ** pare mas information. Out of Plumb D /50 1/4" 1/2" 3/4" 1 1 -1/4" 1 -1/2" 1 -3/4" 2 D (ft.) 1' 2 ' 3' 4 ' 5 ' 6 ' 7' 58' Out of Plane Max. Bow 3/4" 7/8" 1 -1/8" 1 -1/4" 1 -3/8" 1 -1/2" 1 -3/4" 2" Truss Length 12.5' 14.6' 16.7' 18.8' 20.8' 22.9' 25.0' 29.2' 533.3' Maximum Stack H iati for Material on Trusses Material Gypsum Board Plywood or OSB Asphalt Shingles Concrete Block Clay Tile Height 12" 16" 2 bundles a " 3-4 tiles high m Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. m Never stack materials near a peak. Nunca amontone los materiales cerca de un pico. Q Place loads over as many trusses as possible. , Coloque las cargas sobre tantos trusses coma sea posible . � mr Position loads over load bearing walls. a Coloque las cargas sobre las paredes soportantes Truss bracing not shown for clarity. ALTERATIONS — ALTERACION Q Refer to BCSI -B5 Summary Sheet - Truss Damage. 3obstte Modifications & Installation Errors. * ** Vea el resumen BCSI -85 Dafios de Trusses. Modifications en la Obra v Errores de Instalacon.*** Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No corte, altere o perfore ningon miembro estructural de un truss, a menos que este especificamente permitido en el Dibujo del Diseno del Truss. J & Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargedo durante la construction o han lido elterados sin la autorizadon previa del Fabricante de Trusses, pueden hacer nub y sin efecto Is gerantia limitada del Fabricante de Trusses. "'Contact the Component Manufacturer for more information or consult a Professional Engineer for assistance. To view a non - printing PDF of this document, visit www.sbcindustry.com /b1. NOTE: The Truss Manufacturer and Truss Designer rely on the presumption that the Contractor and crane operator (if applicable) are professionals with the capability to undertake the work they have agreed to do on any given project. If the Contractor believes it needs assistance in some aspect of the constructer project, it should seek assistance from a competent party. The methods and procedures outlined in this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of leading personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Contractor. It is not intended that these recommendations be interpreted as superior to the Building Designer's design specification for handling, Installing, restraining and bracing trusses and it does not preclude the use of other equivalent methods for restraining /bracing and providing stability for the walls, columns, Boors, roofs and all the interrelated structural building components as determined by the Contractor. Thus, wrCA and TM expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. IN CFI REIRESSIIIKRIMAKTAIM 111111.0 COOVONEWINNAM 6300 Enterprise Lane • Madison, WI 53719 608/274 -4849 • www.sbcindustry.com TRUSS PLATE INSTITUTE 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 703/683 -1010 • www.tpinst.org BIWARN11x17 070724 J o\\;, BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple , Tittleholder) /j' fi/ /EL �/'Li�/7 /V Owner's Address � ( ) /08 tf sf City /G / 540 rz j State Pi Tenant/Lessee Name Email Job Address (where the work is being done) City FOLIO / PARCEL # Miami Shores Village County Miami -Dade Is Building Historically Designated YES Contractor's Company Name Contractor's Address City. Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. 'Contact Phone Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: /`Ot, /7 Submittal Fee $ * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 Permit Fee $ aa- /yw /a e9 NO State Zip E -mail Square / Linear Footage Of Work: ['Alteration ❑New ❑ Repair /Repl. ce ❑ De u. olition / /6-44t/Y) IZ , **********F CCF $ Notary $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: ,,pp,, Structural Review. $ , Ulf': ,. Total Fee Now Due $ i0 `CJtO See Reverse side -� Training /Education Fee $ Permit No. Master Permit No. d'iee 6 7/Er awm FEB 11 2010 BY: Phone # (305)7b;-,C63 Zip 33/3; Phone # Phone # Zip 33/3' Flood Zone CO / $ Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this Z day of 1 t), , ,by OO w G-rce r\ f who is personally known to me or who has produced T t. Q L... As identifica NOTARY PUBLIC: My Commission Expires: `, J 4)O1 1 APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) 07-eR,- Plans Examiner Engineer Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Clerk checked STRUCTURAL ENGINEERS Total: 4 Sheets Structural Calculations • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Green Residence 62 N.W.108 Street Miami Shores, Florida January 29, 2010 In accordance with the Florida Building Code Index Cover Sheet 1 Calculation Reference documents 3,4 Please note in all bond beams and lintels (1)#5 top and bottom reinforcing may be used in lieu of (1)#7 noted in plans. Submitted By: CSW STRUCTURAL ENGINEERS FL CA #27446 M c Sauve, P.E. Flprida License No. 57585 •• ••• • • • • • •• • • • a • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2 .') L'1 FEB 11 2010 J. Cl) LU < LL1 < Z < al L. o 0 0 o Ui C) 0 < ;Li o CiD <SS Cl) Cr, 12" 3 1:••• • ••• • , •••• , 0:• ••• 0 , • • • ' • • • ...• i' • • • • - • • • • • 0' • • • • •• • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 •• • • • •• •• 610 • • • ••• • • • 0-._*0 • • • • •• • • • • • • i • • • • • oo • • • • • do ,•,-4.4 • ' - t •• -- ••• •• AST- 4CRETE VITY `"""`.. �pE LENGTH 8U8 8F8 -08 8F12 -0B 8F16 -0 ; 8F20 -08 8F24 -08 8F28 -08 8F32 -0B 8F8 -1B 8F12 -1B ' 8F16 -1 8F20 -1B 8F24 -18 8F28 -1B 8F32 -1B 2' -10" (34 ") PRECAST 2231 3069 4605 7547 8974 10394 11809 3069 4605 6113 7547 . 8974 10394 11809 3'4" (42" j PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4' -0" (48 ") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4 (54 ") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 to 8672 10294 11809 5' -4" (64 ") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 1547 t36t 7342 119) 8733 (19) 10127 (19) 5' -10" (70 ") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 -- 4360 7168 (45) 6036 (19) 7181 (19) 8328 (20) 6'-6" (78 ") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 t37) 8825 114) 7'4" (90 ") PRECAST 143 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 (44) 6472 (15) 9'-4" (112 ") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 (37) 6390 (47) 10'-6" (126 ") PRECAST 475 535 890 X 12 4 2093 2777 2163 2536 643 105 1533 093 2781 3643 (38) 4754 (45) 11'-4" (136 ") PRECAST 362 582 945 846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'4" (144 ") PRECAST 331 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160 ") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'4" (168 ") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14' -8" (176 ") PRESTRESSED N.R. RR NR _ NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184 ") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208 ") PRESTRESSED N.R. : - = : • : ; • •'NR NR NR NR NR , . 30¢ :. . 548. . .Y50 1326 1609 1849 2047 19'-4" (232 ") PRESTRESSED N.R. r -- NR - -. -- NR NR NR NR ' NR _ _235 _420 750 1037 1282 1515 1716 21'4" (256") PRESTRESSED : N.R. • : : NR :: :NR . • :NIA NR NR NR NR 484 : 0 : • Z91 845 1114 1359 1468 22' -0" (264 ") PRESTRESSED N.R. . .. NR NR NR NR NR NR NR J65 • • . 3J 5. 784 1047 1285 1399 24'4" (288") PRESTRESSED N.R. • • :N : ri Ni • ¢ 550 , :NR NR NR NR NR . • 129 '. • 73.:' • :450 654 884 1092 1222 PAGE 5 LENGTH = OVERALL LENGTH OF LINTEL (R) = SEE SAFE LOAD TABLE NOTES #12 C ATRET4 UPLIFT LATERAL �"- -- LENGTH TYPE `'' -- -..... 8F8 -1T 8F12 -1T 8F16 -1T 8F20 -1T 8F24 -1T 8F28 -1T 8F32 -1T 8U8 8F8 REINF N0 ** 8F8 -2T 8F12 -2T 8F16 -2T 8F20 -2T 8F24 -2T 8F28 -2T 8F32 -2T 2' -10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1293 1642 2135 1972 3173 4460 5747 7034 8321 9608 3'•6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1025 1024 1830 1569 2524 3547 4569 5591 6613 7636 4' -0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 765 763 1365 1363 2192 3079 3966 4853 5740 6627 4' -6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 592 591 1057 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 411 411 734 1016 1632 2290 2949 3607 4265 4924 5' -10" (10 ") PRECAST 909 1492 2093 2694 3295 3897 4498 340 339 607 929 1492 2093 2694 3295 3897 4498 6'-6" (18 " } PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 507 721 483 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 (23) 1021 1634 (12) 2102 (I1) 2571 no 3039 (10) 3508 (9) 424 534 357 727 1166 1634 2102 2571 3039 3508 9 (112") PRECAST 591 680 1133 (15) 1471 (15) 1811 (15) 2152 (IN 2494 (15) 326 512 227 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 (15) 1185 (15) 1458 is 1732 (15) 2007 (15) 284 401 178 530 686 1183 1526 1865 2204 2544 11 (136") PRECAST 474 485 798 (15) 1034 (15) 1272 (15) 1510 (15) 1749 (15) 260 452 152 494 599 1028 1422 1738 2053 2369 12' -0" (144") PRECAST 470 (9) 441 723 (14) 936 (14) 1151 (15) 1366 (15) 1582 (15) 244 402 135 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 (15) 373 606 (14) 783 (14) 962 (14) 1141 (14) 1321 (14) 217 324 109 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 (15) 346 559 (14) 723 (14) 887 (14) 1052 (14) . 1218 (14) 205 293 98 410 420 709 1050 1434 (8) 1694 (8) 1954 (7) 14'4" (176 ") PRESTRESSED 239 323 519 (13) 671 (13) 823 (13) 976 (14) 1129 04) N.R. 284 89 246 390 655 968 1324 (8) 1625 (11) 1874 (11) 15'-4" (184") PRESTRESSED 224 302 485 (13) 626 03) 767 (13) 909 (13) 1052 03) N R. 259 82 230 364 609 897 1224 (8) 1562 (14) 1 801 (14) 17'-4" (208 ") PRESTRESSED 187 255 4(4 :i2), 520 (12) 637 (12) 754 (12) 872 (12) N . R . 194 63 192 363 —' _ S1:r 732 993 (8) 1268 (14) 1470 (14) 19'-4" (232") PRESTRESSED 162 222 347 (11)1 446 On 546 (12) 646 (12) 746 (12) ' 1 - 4) N R 148 51 166 261 424 616 831 (8) 1057 (14) 1225( 21'-4" (256") PRESTRESSED - 1b2 14 2 148 306 3;3 n1) 480 n,) 567 (11) 654 (11) N.R. 125 42 23 369 5:1 713 (7) 903 (13) 1046 (13) 22'-0" (264") PRESTRESSED 137 192 295 (o) 378 (1) 461 (o) 545 (in 629 (11) N.R. 116 39 1?7 291 354 508 681 (7) 861 (13) 997 (13) 24'-0" (288") PRESTRESSED 124 1:5 267 :10) 341 ('°) 416 (1 491 O u ) 566 O OI N.R. 91 33 1'4 .. 2"0 3 450 600 (7) 756 (12) 875 (13) * LENGTH = OVERALL LENGTH OF LINTEL (X) = SEE SAFE LOAD TABLE NOTES # 2 ** = SEE SAFE LOAD TABLE NOTES #5 PAGE 6 SUBMITTAL DATE: OC_A (4I ADDRESS: (Q t\k i OKR4 NAME: tAN l €' Sg-Ter RESUBMITAL DATES: 61 PROJECT TYPE: 11 04 ZONING FIRE n J. Jo�2r/oz; f STRUCTURAL 114 0e,G II IMPACT FEES l ,c ELECTRICAL O1�. . oa HRS /DERM later PLUMBING NOC \ k\-'2"J MFrIOw I y e j�� / n - 4.1 -01s I'/ RI n� PERMIT # gCOx-) 626) CONTRACTOR: N t - 1 qte BUILDING �I � PERMIT APPLICA 'O FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) - Phone # Owner's Address ( f� �L i r, City 1 t ;,(-' I r `,;i 4:1 1 Tenant/Lessee Name Email /4-61. State Job Address (where the work is being done) ( 2- City Miami Shores Village County Miami -Dade FOLIO / PARCEL # I �- (. 1 ` -% Is Building Historically Designated YES Contractor's Company Name Qu m. w Submittal Fee $ Permit Fee $ 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 Notary $ Training /Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Zip Phone # NO ✓ Flood Zone Phone # Permit No. r Permit No. Structural Review. $ Total Fee Now Due $ 1/4. - ' h -- ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees ********,**** * * * * * * * * * ** * * * * * * ** * * * * * * * * * * ** CCF $ CO /CC $ Technology Fee $ Bond $ See Reverse side -* Zip :; Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. 'Contact Phone E -mail Phone # c Architect/Engineer's Name (if applicable) ) Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition DAlteration [New ❑ Repair/Replace ❑ Demolition Describe Work: h_%(-- e,'/J, ;-'i ..1 ��.. f �, A Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu Owner or Agent Contractor The foregoing instrument was acknowledged before me this % The foregoing instrument was acknowledged before me this day of 20 , by�j.(.Inle I fl . VI eer) day of , 20 _, by 4220 - L who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: d;; Plans Examiner Zoning APPROVED BY (Revised 07 /I0 /07)(Revised 06/10/2009) Signature who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Engineer Clerk checked BUILDING PERMIT APPLICATION FBC 2004 Type of Work: Describe Work: Structural Review. t(Addition Is Building Historically Designated YES 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel (305 95.2204 Fax: (305) 756.8972 L n � Q 36c – 2,c 4 4 0 Building Department Miami Shores Village Contractor's Company Name Contractor's Address City State Qualifier Name Value of Work For this Permit $ El Alteration NO ✓ ❑New O. va -(- (�U.«r 1 12.6 Permit No. Master Permit No. Permit Type (circle): Bull Roofing /� ��.� � Owner's Name (Fee Simple Titleholder) t' J l4 L A. C�. - ercr✓'/J Phone # Owner's Address (02- Nv t7 b J ( %' �!. City VI tikAl i _ <14 D. State 1' zip J 31,b Job Address (where the work is being done) - NtAI (o ST City Miami Shores Village County Miami -Dade Zip FOLIO t PARCEL # Square / Linear Footage Of Work: (fi sYct vAAilD t) ) ❑ Repair/Replace >g -0D 2/ 7n7 OCT 1 4 2008 BY: 30c - 5 ' 5 Tenant/Lessee Name Phone # Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) 5 6i Phone # �S� — Ic I - Vo Pk qOO ❑ Demolition Aila CC 1. 4 P mr***** 1 * * **** **** ** * * * * * *** * * ** * * * * ** * Fees * ** * ****** * * * * * * * * ** ** * * * * * * * **** * * * * **** Submittal Fee $ 2& J CD Permit Fee $ ij C CCF $ 9 - 9 CO /CC___' t Notary $ Training/Education U Fee $ ' Technology Fee $ 30. Scanning $ 4 ( I'U .. Radon $ gap DPBR $ Ot . C6 Bond $ Code Enforcement $ Zoning $ Double Fee $ Total Fee Now Due $ 1 1 3' C .( - 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 Applican.: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promi* in good faithhat„a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to gttachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whigt`occur's seven (7) days after L. ouilding permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Contractor The foregoing instrument was ° acknowledgedbbefore me this I V The foregoing instrument was acknowledged before me this i day of ', 20 by - 3)4 0 G , day of , 20 _, by who is personally known to r who has produced who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10107) As identification and who did take an oath. . , 0:44 IDOLIDIA B. PAULA I`= MY COMMISSION # DO 382631 • la ** Il g% r ai. * * - weed ntru Wan/ Public Underwriter * ' (9) F/ Signature Sign: Print: My Commission Expires: ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 776-/.... 817 .5" /off 3 T r u z. t• a Plans Examiner Engineer Zoning 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this I d day of 006,W , 20 ® b By D! ' `e L' e.X who w rsonally known to me)or who has Produced there License or as identification. IDOLIDIA B. PAULA MY COMMISSION # DI) 382631 EXPIRES: April 30, 2009 e Bonded Thru Notary Public Underwriters Initial Initial Initial D6" Initial D(1 Initial NOTARY OWNER BUILDER DISCLOSURE STATEMENT NAME: - 94441e/1 A' ` 6ree/V\ DATE: 1 D (O / 0 ADDRESS: 6 2- NW I 0 V b 5'r NI 1 fillit 51 -(oo FL.. 5 Please read and initial each paragraph. VILLAGE OF MIAMI SHORES Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. 1. I hold title to the above property and I am planning on doing this construction Myself. y-y� Initial �/ 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit. Initial p6- 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial Y DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR DEVELOPMENT ORDER File Number: Property Address: Owner /Applicant: Address: Agent: Address: DO PZ -6 -09- 2009146 Green M arni Siiore PZ -6 -09- 2009146 62 NW 108 Street 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 Daniel Green 62 NW 108 Street, Miami Shores FL 33168 Phillip H St. Louis 2965 NE 185 Street, Aventura FL Page 1 of 2 e Whereas, the applicant Daniel Green (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sections 600 & 523: Site Plan Approval, Garage conversion and addition. Whereas, a public hearing was held on July 2, 2009 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to secure necessary DERM or Department of Health approval for the septic system prior to the issuance of a village building permit. 2) Applicant to obtain all required building permits before beginning work. 3) Applicant to meet all applicable code provisions at the time of permitting. 4) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 5) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 22 day of July, 2009 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Powell Yes Mr. Reese Yes Mr. Madsen Yes Chairman Fernandez Yes DO PZ -6 -09- 2009146 Green 'chard M. Fern • , `ez Chair, Planning Board Page 2 of 2 OF COIVIMENOEIV ENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AtTIME OF FIRST INSPECTIOP PERMIT NO. eGd 8'"'d 0 01 fo TAX FOLIO NO. 11 5k "'VAM STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal desc 5 ti of prrty d ■ c . /9P70 5A ,V 2. Descripti+ of 'mprov e►t: / i Oil 363 er(s) name and . ddress: t t d +ff Seal. .. ►l .. Ci IFY tha, this is a tru. ,; • py • f the c= on , A D 20 day ,f Interest in property: iGJ Name and address of fee simple titleholder O ATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CE 3rrgmal filed in WITN By S my 3. O 4. Co tractor's n e and a dress: at-mie/ Cic-e Ralarzi 5. Surety: (Payment bond required by owner from contractor, if any) 4//,t Name and Address: Amount of bond $ 6. Lender's name and address: �� 9. 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: � /� 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 11///7 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name 1)J i ltL A. C' '•� Sworn to and subscribed before me this Notary Public: , address; or- . - , - 0 - My commission expires: 4 o 4P13 _--/AZ ( P Print Notary's Name: ( Da (A u .A. . 'PA• (ALA,- 3 / 2 111111111111111111111M1 11111111111111111 N 2009R0F 623 Bk 26961 P9 36129 (11 ECORDED 07/3t/20I09 1t:18444 ARVU RUVIN, CLERK OF COURT IAMI -DADE COUNTY, FLORIDA AST PAGE ll.GtP , )- de`s day ofJuI , 20 01 Address o2n' 04/16;14 t' . JUL 31 2IE RJ) BY: 9 Inspection Number: INSP- 134362 Scheduled Inspection Date: March 03, 2010 Inspector: Bruhn, Norman Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments MASTER BEDROOM EXPANSION AND BATH REMODELING Passed yf �'i Failed Correction Needed Re- Inspection Fee March 02, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments CREATED AS REINSPECTION FOR INSP- 97466. The plans require two #7 bars, two # 5s have been used. NB See A /.a /A_ For Inspections please call: (305)762 -4949 Permit Number: RC -10 -08 -1826 Permit Type: Residential Construction Inspection Type: Tie Beam Work Classification: Addition /Alteration Phone Number (305)762 -5638 Parcel Number 1121360110140 Page 16 of 31 stephenbrasgalla architect, p.a. LETTER OF INSPECTION Date: January 22, 2010 To: Building Department Miami Shores Village 10050 Northeast 2" Avenue Miami Shores, Florida 33138 Tel. 305 - 795 -2204 Fax. 305 -756 -8972 Re: Permit No. 08 -1826 Green residence 62 Northwest 108 Street Miami Shores, Florida 33168 Dear Plan Reviewers & Inspectors, I am the Architect of Record for the above project. I have also been retained by the Contractor as a Special Inspector for limited portions of the work. I have performed on this date the required inspection for reinforced masonry and steel placement for filled cells and concrete tie beam for the residential addition. I have inspected the steel placement, the cleanouts, the tie -ins, stirrups, and dowel -ins, overlaps, anchors, etc. I find the reinforced masonry installation to be complete and in full compliance with applicable codes and the design intent of the approved permit plans, to the best of my knowledge, experience, and the standards of professional practice. I authorize placing the concrete for the tie beam and filled cells and the subsequent proceeding of the job. Thank you, and if I can provide any additional information, please let me know. Please add this letter to the permanent permit record for the job. Best re ' rds, tephen Brasgalla, Architect 6991 West Broward Boulevard Suite 100 Plantation, Florida 33317 954.614.3801 Florida License No. AR12239 Gust Factor Category I: Rigid. Structures:`- Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.851 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft lzm Cc* (33/z)'0.167 0.2281 Enclosed Buildings Lzm l *(zm/33)"Epsilon 427.06 ft Q ( 1/( 1+ 0. 63 *((Min(B,L)+Ht)/Lzm)"0.63))"0.5 0. 925*(( 1+ 1.7*lzm *3.4 *Q) /(1 +1.7*3.4 *Izm)) 0.9369 0.8918 Gust2 Gust Factor Summ G Since this is not a flexible structure the lessor of Gust' or Gust2 are used 0.85 Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Endosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 - 0.18 Calculated, Raratr ieters Type of Structure Height/Least Horizontal Dim 0,49 Flexible Structure No FVEZW131 JUt4 2 6 2009 llb • . •• Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysis by: Descrl • tion: Company Name: Structure Type Basic Wind Speed (V) Struc Category (1, II, Ill, or IV) Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof User Input-Data Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Building 146 II C 1 3.0 14.0 Hipped 1 11.17 14.42 12.75 26.17 30.00 mph ✓ Hz :12 Deg ft ft ft ft ft WINDO2 v2 -10 Importance Factor Fitt 6-5 Internal Pressure Coefficients for Buildings. Gcpi • • • • •• • • • • • • • • ••• •• •• • 1 Table 6-2 Values • Calculated Parameters Hurricane Prone Region (V>100 mph) 9.500 900.000 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft • • • • • • •••• .... . .. • 11/21/2008. •• • .. • • •• •• • • • • • • • • • Component Width (ft) Span (ft) Area Zone (ftA2) GCp Wind Press IbIfM2 Max Min Max Min up to 19 sq ft 3.162 3.162 10.00 1 0.50 -0.90 31.50 -50.03 20 tO 49sq ft 4.472 4.472 20.00 1 0.44 -0.87 28.71 -48.63 50 tO 99 sq ft 7.071 7.071 50.00 1 0.36 -0.83 25.02 -46.79 100 sq ft and up 10 10 100.00 1 0.30 - 0.80 22.23 - 45.40 up to 19 sq ft 3.162 3.162 10.00 1H 0.50 -0.90 23.16 -41.69 20 tO 49sq ft 4.472 4.472 20.00 1H 0.44 -0.87 20.37 -40.30 50 tO 99 sq ft 7.071 7.071 50.00 1H 0.36 -0.83 16.69 -38.45 100 sq ft and up 10 10 100.00 1H 0.30 -0.80 13.90 -37.06 up to 19 sq ft 3.162 3.162 10.00 2 0.50 -1.70 31.50 -87.09 20 tO 49sq ft 4.472 4.472 20.00 2 0.44 -1.55 28.71 -80.12 50 tO 99 sq ft 7.071 7.071 50.00 2 0.36 -1.35 25.02 -70.90 100 sq ft and up 10 10 100.00 2 0.30 - 1.20 22.23 -63.93 up to 19 sq ft 3.162 3.162 10.00 2H 0.50 -2.20 23.16 - 101.91 20 tO 49sq ft 4.472 4.472 20.00 2H 0.44 -2.20 20.37 - 101.91 50 tO 99 sq ft 7.071 7.071 50.00 2H 0.36 -2.20 16.69 - 101.91 100 sq ft and up 10 10 100.00 2H 0.30 -2.20 13.90 - 101.91 up to 19 sq ft 3.162 3.162 10.00 3 0.50 -1.70 31.50 -87.09 20 tO 49sq ft 4.472 4.472 20.00 3 0.44 -1.55 28.71 -80.12 50 tO 99 sq ft 7.071 7.071 50.00 3 0.36 -1.35 25.02 -70.90 100 sq ft and up 10 10 100.00 3 0.30 - 1.20 22.23 -63.93 up to 19 sq ft 3.162 3.162 10.00 3H 0.50 -3.70 23.16 - 171.39 20 tO 49sq ft 4.472 4.472 20.00 3H 0.44 -3.34 20.37 - 154.66 50 tO 99 sq ft 7.071 7.071 50.00 3H 0.36 -2.86 16.69 - 132.54 100 sq ft and up 10 10 100.00 3H 0.30 -2.50 13.90 - 115.81 u • to 19 sq ft 3.162 3.162 10.00 4 1.00 - 1.10 54.66 -59.29 20 tO 49sq ft 4.472 4.472 20.00 4 0.95 -1.05 52.20 -56.83 50 t0 99 sq ft 7.071 7.071 50.00 4 0.88 - 0.98 48.94 -53.58 WIND02 v2 -10 Detailed Wind Load Design (Method 2) per ASCE 7-02 Facture 6-11 - External Pressure Coefficients. GCQ Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 2.617 =_> I I a Hipped Roof 7 <Theta < =27 Double Click on any data entry line to receive a help Screen .•• • • • • •.•• • • • • S. • •••• • • • • • .. • • 11/21/2008• •... • • •... • • .. S. •• • • • • • • • S. ...• • •••• • • • • • • • • ••.• • • • • • •••• • • • • S. • • •• • • • • 1100 tO 199 sq ft 10 10 100.00 4 0.82 -0.92 46.48 : - 51.11* •' 1 200 tO 499 sq ft 14.142 14.142 200.00 4 0.77 -0.87 44.02 • -48.65 • 1500 sq ft and up 22.361 22.361 500.01 10.00 4 5 0.70 1.00 -0.80 - 1.40 4t 6 54.66 • • -45.'0 • - 73.19' • up to 19 sq ft 3.162 3.162 120 tO 49sq ft 4.472 4.472 20.00 5 0.95 -1.29 5220 -68.27 50 tO 99 sq ft 7.071 7.071 50.00 5 0.88 -1.15 48.94 -61.75 100 t0 199 sq ft 10 10 100.00 5 0.82 -1.05 46.48 -56.83 200 tO 499 sq ft 14.142 14.142 200.00 5 0.77 - 0.94 44.02 -51.90 500 sq ft and up 22.361 22.361 500.01 5 0.70 -0.80 40.76 -45.40 WINDO2 v2 -10 Detailed Wind Load Design (Method 2) per ASCE 7 -02 ote: * E nter one 1 through 5, or 1H through 3H for overhangs. • • • • • •• • • •... • • •..• • • •• •• ••• • • •... .... • • • 1 V21/2008. • •• • • • • • • • •• •••• • •••• • • • • • • • • • • • • • • • MIAMaDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEY1ANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and oilier 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 AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is 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. tr DESCRIPTION: Series FD -750 Outswing Aluminum French Door w/Sidelites — L.M.L APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 11 of 11, prepared by the manufacturer, dated 12/23/04 with revision B dated 10/12/06, signed and sealed by Lucas A. Turner, Pte., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Cpntroj Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a. permanent label with the masmufactu er's, name following statement: "Miami -Dade County Product Control Approved", unless oth RENEWAL of this NOA shall be considered after a renewal application has been no change in the applicable building code negatively affecting the performance of TERMINATION of this NOA will occur after the expiration date or if there has in the materials, use, and/or manufacture of the product or process. Misuse of this n any product, for sales, advertising or any other purposes shall automatically termin4te t s to . comply with any section of this NOA shall be cause for termination and removal of NOA? • • • • •. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 041903 and consists of this page 1 and evidence pages B-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MOMETMI OCT 14 2008 itjJ BY: 10 oB METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 www.huldinecodeonline.com Reviewed for general compliance with design Intent only. Contractor shall field verify all existing conditions and shall be solely responsible for all aspects of jobsite installation. Install strictly per manufacturer's specifications and as further notated on the enclosed documentation. on. MIAMI DADE COUNTY, FLORIDA • NOA No. 07 -0103.02 piration Date: February 24,2010 Approval Date: March 15, 2007 Page 1 • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8000 -11, Sheets 1 through 11 of 11, titled "Alum. French door & Side lites, Impact", dated 12123/04 with revision B dated 10112106, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2)lJnifornrStatic rirPessure. Test,wading- £ TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 4921, dated 07/17/06, signed and sealed by Edmundo Largaespada, P. E. 2. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05 • • 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 0 • • • • 2) Uniform Static Air Pressure Test, per FBC, TAS2Q2 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 marked -up drawings and installation diagram of aluumMthn doors of OXXO • ; • • configuration, prepared by Fenestration Testing Laboratory, Tgitloorts I rite. 4528, dated 02/14/05, signed and sealed by Edmundo Largaespada,i. E. (Submitted wider NOA # 05- 0419.03) 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 2(1 -9J. • • • • • • 2) Cyclic Wind Pressure Loading per FBC, TA.1 t03 • • • • • • • • along with marked -up drawings and installation diagram of aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4529, dated 02/14105, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) E -1 • • •.•. • • • .. v ._ Product Co ' F- f ( ri I er NOA No. - ! " 13.02 Expiration Date: February 24,2010 Approval Date: March 15, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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 marked-up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4530, dated 02114/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05 0419.03) 6. 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 -up drawings - anddiagranmof m outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05 7. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05 8. Test reports on 1) Air Infiltration Test, per FBC,. TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of aluminum outs3yiAgiug french door, prepared by Fenestration Testing Laboratory, Tes ltepcts No. 4315, dated 09/13/04, signed and sealed by Edmundo Largaespado,.. E. • ....' (Submitted under NOA # 05- 0103.03)PGT Industries • •••• • • • • • • C. CALCULATIONS • • • . • • 1. Anchor verification calculations and structural analysis, complwing.with F$a 04, prepared by Al- Farooq Corporation, dated 12/15/06 signed an d•saaled by Lucas A. Turner, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -2 • • •••• • • •••• • • • • • • •' • • • • • • • • • •• • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CER'TIFICATIQNS 1. Notice of Acceptance No. 03 - 0827.08 issued to Solutia, Inc. for " Solutia Interlayers ", dated 03/04/04 and expiring on 03/04/09. 2. Notice of Acceptance No. 05 - 1208.02 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite PVB Interlayer", dated 01/05/06 and expiring on 12/11/10. 3. Notice of Acceptance No. 03 - 0415.13 issued to Solutia, Inc. for "Vanceva Composites used for motion of glass ", dated 12/11/03 andexpiring on 12/11/08. -- STATEMENTS 1. Statement letter of conformance, dated February 21, 2007, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated February 21, 2007, signed and sealed by Lucas A. Turner, P.E. 3. Laboratory compliance letter for Test Report No. FI'L- 4921, issued by Fenestration Testing Laboratory, Inc., dated June 26, 2006, signed and sealed by Edmundo Largaespada, P E. G. OTHER 1. Notice of Acceptance No. 05 - 0419.03, issued to PGT Industries for their Series FD- 750 Outswing Aluminum French Door and Sidelites L.NLL, approved on 06/09/05 and expiring on 02/24/10. E -3 • • • • • • •• • •••• • • • • • • • • •••• • • • • • • •••• • • • •• •• • • • •••• • •••• • • • • • • •••• • • • • •••• • • • • • •• • •• • • • • • • Product M/ Conirol y , ' P oduc Cnrol +NI I l f f 1 " MOW NOA No. 07 -002 Eason Date: February 24, 2010 Approval Date: March 8, 2007 • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING.OPTIONS: A. 7/16° LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/16' LAM( CONSISTING OF (2) LITES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLLEXACEEPSAFE MAXIMUM. C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .076 VANCEVA INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/8" LAMI I.Q. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/18' LAMI GLASS ASSEMBLY INSIDE (3/16" A,.090 PVB, 3/16° HS). F. 718" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/18" LAMI GLASS ASSEMBLY INSIDE (3/113' HS,.090 PVB, 3/18 HS). G. 718" LAMI I.Q. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7 /18' LAMI GLASS ASSEMBLY INSIDE (3/18 A,.075 VANCEVA, 3/16" HS). H. /8" I 1 . CONSISTING OF (1) LITE OF 3/18' TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3118" 075 VANCEVA, 3/16" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. 11 NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3. CONFIGURATIONS: N O N.0 ,0X, XXO. XO_, ,X OO, MN, M0,• OXXO, OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT �C UNITS CAN BE EITHER TWO SINGLE, DOORS ORA DOUBLE, M DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, 2% AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. HORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 4 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL-4311, FTL -4312, FTL -4315, FTL- 4527, Fri -4528, TI1 -4529, FTL -4530 AND FTL -4921. ® ANSI/AF&PA NDS.2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FJG Oft LT. MAO •• • • • • • • •• • • • • • • • • • •• • • •• •• • • • •• ••• • ••• to RMVO P.O. BQX NOKOd9A FL 9474 V6tbb Baker GENERAL NOTES AND DRAWING MAP ALUM. FRENCH DOOR & SIDE LITES" IMPACT FOND I FULI3 1 + 11 I 800041 1 B NOA DRAWING MAP TOPIC SHEET GENERAL NOTES... 1 CONFIGURATIONS.— GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 6 PARTS LIST 7 EXTRUSIONS 8,11 ANCHORAGE 9-11 Loop A. Turner. P.E. PE #88201 Meahenteei t Z 4-V9,6 • •• • • • • • • • • • • • • • •• • • • • • • • •• •• • • • •• • • • ••• • • • • • • • • • • • • • • • •• ••• • • EXTERIOR 91 OR 92 INTERIOR GLASS � IASS BITE GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER EXTERIOR FJ o..a am ••••ae$ ••• FJC 17234 L.T. 4/8+05 7/8" NOM. 7/16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 3/16' TEMPERED GLASS MR SPACE 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090' DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS • • • • • • n rsN•R 6/8' GLASS BITE 6 0LA1TAG I) TAIL SEATING BLOCK 7/8" LAMI I.G. GLASS WI PVB INTERLAYER • ••• . • •• • EXTERIOR ti GLAZING DETAIL 7/16" LAMI GLASS W/ VANCEVA INTERLAYER EXTERIOR ore 4 e 1 • !•• . . dP• nlAsx+in�s> • • • • • • • • • • • • • • • • 7/8" NOM. 7/16" NOM. 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .075° VANCEVA INTERLAYER -"- -3/16" HEAT STRENGTHENED GLASS INTERIOR SETTING BLOCK 3/16" TEMPERED GLASS AIR SPACE 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .078 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS INTERIOR 5/8" GLASS BITE 5/8' GLASS BITE GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER 107D wat000r caws GLAZING DETAILS p ALUM. FRENCH DOOR & SIDE LITES,IMPACT ama% Fi s ii8 y �p g t eni !.E 4""'' /,, pt sear, F0760 Puu4 2 e 11 6000 I% WAD A. Tumor, P.E. PE #68201 b1• ••• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • •• •• ••• • • • ••• • • TABLE 1. DESIGN PRESSURES FOR GLASS TYPES A THROUGH H, FTL -4311, 4312, 4315 UPGRADE FTL- 4311, 4312, 4315 FTL- 4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 FTL- 4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL -4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 A - 7/16" LAMI (3/16 "A,.090 PVB, B - 7/16" LAMI (3/16 "HS,.090 PVB, C - 7/16" LAMI (3116 "A,.075 VANCEVA, D - 7/16" LAMI (3/16 "HS,.075 VANCEVA, E - 7/8" LAMI I.G. (3/16"T, 1/4" AIR F - 7/8" LAM! I.G. (3/16'T, 1/4" AIR G - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR H - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR 3 /16 "HS) 3 /16 "HS) 3 /16 3/16 SPACE, SPACE, SPACE, SPACE, In 1 E 0 "HS) "HS) 3/16 "A,.090 PVB, 3/16"HS) 3/16 "HS,.090 PVB, 3/16 "HS) 3116 "A,.075 VANCEVA, 3/16"HS) 3/16"HS,.075 VANCEVA, 3/16"HS) DOOR WIDTH DOOR HEIGHT CONFIGURATION 6 3/4" 7� - 83 3/4" 87 314" 91 314" e. 95 314" SINGLE X 3 37" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 SINGLE X 3 37" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 DOUBLE XX 6 71 3/4" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 DOUBLE XX 6 71 3/4" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 SIDE LITE WIDTH SIDE UTE HEIGHT CONFIGURATION 68. 79 3/4" 7 3/4" 87 3/4" 91 3/4" 8 - 95 3/4" r ptcrBD , i° , 'fib': w ° ? _ - ` r FULL JAMB 0 3611/16" A,E +70.0 -80.0 +70,0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 FULL JAMB O 3611116" 1 C,G +100.0 -100.0 +100.0 - 100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NARROW JAMB O 36 11/16" A,B,E,F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 0.0 +70.0 -8 +70.0 -80.0 NARROW JAMB Q •30 Witt' • C , t100j -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 - 100.0 • • • • • • • NARROW JAMB 0'.33 11416:': CA :.410D.0 • • -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 - 100.0 +97.4 -97.4 (7/Z //' P8 K PH #58201 Mil . . NARROW JAMB Q "38 lir16 C;G e 11db'0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 NARROW JAMB Q 3611/16" D +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 - 100.0 FA A 9 g l�WM7. .AD7Aelg► OIABBT# Oq�71Y8 � ' :� 7K 10m OLOEffmmra mia sma A.Q &fX 6� �. s NaRASf � w. �4 ' co.ms DESIGN PRESSURES • • • . ALUM.. FRENCH DOOR & SIDE LITES IMPACT " ' ones" IC C I II* ( y, mie mrpM. Fon% I IVTS 13 + 11 I 600041 nia 18 ••• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • •• • •• • • • •• • • 983/4" MAX. HEIGHT ALL r e -- 7913/18° MAX. WIDTH -1 OX OR XO 26" MAX 71 314• MAX. WIDTH DLO ALL �f UNITS •• ••• • • • • • •• • • • • X • • NOTES: • • ••• • • • • • • • 1. CONFIGURATIONS WItH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR VERT OSECTI NAND DETAILS EET 5 AA SHEETS D OR A THROUGH 11. IONS SEE SHEET O. • •YY 110 6/8° MAX. WIDTH Q (FULL JAMB) 145 3/8" MAX. WIDTH OXO OXXO (SHOWING EACH VERSION SIDELITE) 3611/16' MAX. WIDTH 33 3/16" DL !'ReDULTBEV1.4FA eoz wltbNeibrlda Asovoiscr •r " Otle y =. C- two O (NARROW JAMB) 7/V-I/O Ro, l ow. ,tee • • • • m at x. 146290. s •sCIMAMIE • • • • • • • • • • • •. a•, • tams +ae1is or�v _ - AK ?2364 L.T. 4 • • • • 1070112 MAC motto= RAMS MA 8� lttig A U N. FL IW4 EXAMPLE' ELEVATIONS ALUM. FRENCH DOOR & SIDE LIES, IMPACT moo w° I NTS 4 d 11 i mcrw 800041 I B Lucas A. Tunny, P.H. PE #58201 tdeet • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • •• • •• •.. • • • • • ••• • • VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX DLO— EXTERIOR •• ••• • • • VERTICAL SECTIOgC• • NARROW AND FULL JAMB SIDE LITUIL‘ • ••• • ••• INTERIOR VERTICAL SECTION B OUTSWING HEAD ORIGINAL VERSION TOP RAIL ALTERNATE VERSION TOP RAIL MAX DLO EXTEFUOR MAX HEIGHT [ 61() 22 FINAL VERSION BOTTOM RAIL 4 ` A ALTERNATE VERSION BOTTOM RAIL VERTICAL SECTION D OUTSWING SILL INTERIOR MAX HEIGHT PRODUCT REVISED unutylog with du RPM* Wilk; Cods DAP ( NYwa FX acrd er F.K Oa+ toe par PIE A Nmearra e s rd,kav calehaex • LT. i lo riais•Er • • • • • • • • • • • • • • • • • • • • • Eplep EW A (NOtVALTERMAN TOPEA flan L • • • • • • M7D 7E(2010LAOYDRIVE P.a AXON NOKOIRIVL EOM e ' Vlsibbr Bator VERTICAL SECTIONS ALUM. FRENCH DQOR & SIDE LITES, IMPACT 8000.11 B Form I M -11 Lune A. Tune, P.R. PEA tAwhan•ai ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • ••• • • 100000 a„a WADS Dab ORM A •0s•ee B ahme ist ovarowse 0N0 • OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE tic DETAIL NARROW JAMB SIDE LITE (AT HI GE JE1MB) • F.IC tc (Lot. DETAIL G STILES AT ASTRAGAL LT, SEE NOTE •• •• • • • •HANIO1740 OMR • • • • • • • • • • • • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • DETAIL K HINGE JAMB TO HINGE JAMB • ((SOT SHOWN ABOVE) • • • • • • • • • • • • • •• • • • • • • • • • • •• •• • DETAIL J SLAB AT GLASS BED 107071:0010100Y DONE woman P.O. BOX ON 3QKWM$ FL St974 SEE NOTE BC" Visibly Better NOTE: ASSEMBLY HARDWARE QTY (3).11' FROM TOP 8 BOTTOM AND ONE AT MIDSPAN HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE UTES, IMPACT AD�ao 1 112 I B d 11 1 D-4116 apoo41 I B DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB} INTERIOR EXTERIOR DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE PRODUCT REVISED M16 Oa Florid* Or ( Z-/2. 4 Luce A. Tuna, P.E. PE 958201 MauieNwl 1 DOOR(5) ITEM 13)W01 D1ScRlPION FILAMENT PARTS 1 8006 FRAME • HEAD &HINOEJAMB 2 8603* OUTSWIN9SILL I EOM 68006 66003A 3 8004C 4 8008 6 8007 7 8009 8 9 8032 OUTSWINOSILCOVER DRIP CAP HEAD, SILL. &JAMB WEATHERSTRIP(so7B FOAL) SCREW C7UVFR DSTAILPLATE `PRAME ABSFMBLYS(REW 08 X 1" PH WAD ASTRAGAL END SEAL DOORPANEL 5 ---- 448AD. SILL &JAMB WEATHERSfWP(SCIRECIAL) 20 8012 STILE 21 1014 TOP RAIL, (TIIRFADED107DDESIGN) 22 8013 BOCTOM RAH, (THREADED ROD DESIGN) 23 8011 TOPSY/ EP 24 8016 BOTTOM SWEEP 25 --- SWEEP SCREWS, 94 X02' PHI, PH 26 8016 ASTRAGAL, ACTIVES INACTIVE 27 80218 (WAR HINC3E JAMB SIDE 28 8020A MAR HIL4ti$ 29 8018 (BAR HINGE BACK-UP PLATE 30 80194 OEARHINC10 DOOR SIDE 31 8033 OEARHAICB, BEARING GEilit HBR7ESETSCREW0632xV4' 33 -.GEAR HINGE MTG. SCREW 012 x314• TRUSS HD. 34 ----- LrIARHBJCPM1U SCREW 012x1 1,? TRUSS HD. 35 THREADED ROD 5/1618X36" 36 --- „ FLANGED HEXNUT5/16)8 37 8009 TRUSS ClAMP 38 8043 SA GEAR LATCH MECHANISM (ASHLAND) 39 8030 LOCKSLOQC 40 ------ LATCH ASSLYSC34E9 /508X2°$S ?Milli HD 41 5037 WS SHOOT BOLT ROD (SUI.UVAN) 41 8015 STANDARD FLUSH BOLTS W/ SSRCXI(SUWVAN) 43 8031 slicer BOLT OUIDE 44 - SHOOT BOLT (SJIDE &STRULESCREW 632 X3/8° SS PRIM HD 45 80388 RIC TT• ST&KEPIATBATASTBAOAL(ACIIVEH1H4 LEFT) 46 80381.1.' T •STILLRB PLATE AT ASTRAGAL (ACTIVE HINGED RIGHT) 47 ---- MOM PLATESO4EWS832X3/8° SS PULL TRHD 48 --- 18TRIICE DATE MIDDLE SCREW 604 X 12” FH 49 6036 STRIKEPLATEAT HEAD &SBL 50 --- HEAD STRUM SCREWS SS8XU2THEISM 51 ---- STSIKEPLATESCREM 41311bS6IX14 PHIL UNBIRWBFH • 52 8041 AGI7VETRIM SET (VlAND) • • 53 8062 PASSIVE TRIM SET (ASIBAND)• 54 994 8T INLESSSTEEI P/�S�IQE AAR'(AS�IAt�ii ' i •. a 55 8014A TOP RA3.((AO BOLT DPSR84) 680144 56 8013A BOTTOM RAIL (LAOBC LTDFS1ON) 57 -- 5/16` x2 VI° LAO BOLTS a amaze A ���• ��" • • • $JL�1(1� 1 0 D'I/�8 686 7 A07.IDa' • ID • • • • • 680040 08333718300 68007 78IPQA 48032 LS333718500 60012 68014 68013 68017 6@016 66015 680218 680204 M018 68019A 60365 MRODA 7990NUTA 6037841 48030 781Q)PAX 48031 78X38PF1X W511043.41 W511044S1 787O38PF17( 7612FPTX 7858ZAX •70(12PPFIUX 68013* MVP-Tx • • • •• • A 8/11180 Dan 907980 Dar Nwdame B Raft at s* laps ITEM 4 6 7 8 20 21 22 35 36 60 61 6 7 8 21 22 36 37 60 61 70 80 81 82 83 DW08 8006 8012 8014 8013 8030 8023 8006 8009 8014 0313 8039 8028 8010 ASSEMBLYLCIT 80330 5056 96 91 92 93 95 ---� 97 98 105 8022 106 81(!6* 107 108 8014* 109 1224 DESCRWTTON FRAME- HEAD, SIIL &JAMB DRIP GAP SCREW COVHt INSTALL PLATE FRAME ASSEMBLY SCREW am. PH QUAD STILE TOPSAIL BOSTON RAE. THREADED ROD 3/1618 X 30 FLANGED 3103( NUT 3+16.18 TRUSS CLAMP 08X3/4° PH SQDRMETECSCREW SIDE LITE }WAD TRIM 91DE LT1EIAMBTRIM F11730 NARROW JAMB SIDE LTTE FRAME. HEAD .6SILL DRIP CAP SCREW COVER R43TALLPIATE FRAME AS$Q.I& YSCREW 08 X 1° PH (ILIAD TOPRA)L BOTI)M RAIL THREADED ROD 511618X36" RANGED HEX NUT I/1618 TRUSS CLAMP X314" PHSQDRIVET/XSCREW SIDE UTEHEADTR1M FRAME JAMB FRENCH DOOR ASSEMBLY BEAM 01¢24 X211,1" PH SCREW 010.24 HEX MS' 012X 11J2° T• HDTEC SCREW SUBSBLIO TIONAL) GLASS, BEADS & SILICONE _--- G.AZ ?J^,SEAIANT. DOW CORNING 899, 983.995 OR EQUIVALENT 7/16' LAMINATEDC ASS(3116" AHN PVB,3/16" HS) 7116° LAMINATED GLASS (3/16" 31S,.OlOPVB4 3/16" US) 7/16° LAMH4ATFDGASS 296" ANN..075 VANCEVA.3/16° HS) 7/16" LAMINATEDQpSS MI6" 115,075 VANCEVA, 3116° HS) /8" LAM L4 OW T. l/4" SPACE, 3/16• ANTL,.090PVB 3/16' HS) 718" LAM114 (3/16" 7 1/4" SPACE, 3/16" HS,.090 P'%3/16" HS) 7/8" LAM114 (3/16" T 114' SPACE 3110 ANN,.073 VANC EVA. 3/W HS) 7/6" L4 0/16' T 1/4" SPACE 3116' H8,.075 VANCEVA,3/16" NS) BACK BEAD 5LBAQCBEAD 7114' BEAD 718' 108FAD VINYL BU111 WSTP(THICK) POTO 68008 68007 68009 781PQA 68012 68014 68013 6TRODA 7990NUTA 61078M 76X34PSTW 68028 68029 68008 68007 68009 781PQA 68014 68013 6TRODA 7990NUTA 60378M ISX34P5TW 68028 68010 680338 68056 68026* 68023A 6TP247 FD730 FULL JAMB SIDE LITE 1070 TECAN01012Y DRIVE i4q(06Ip&FL PQ 8 94974 Ylstb� Berne► PARTS UST ALUM. FRENCH DOOR & SIDE LITES, IMPACT 4weM NA I 7 s 11 I � a � 8000 -11 11 Was A. T rnm, P.E. PE 03201 Mac1•Naal •••• • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • ••••• • • • ••• • • •• • • • • • • • •• • • ••• • • • • • ••• • • • 1.000 2.000 O 1 #8006 6063 -T6 FRAME, HEAD, JAMB AND SIDELITE SILL I*- --- 3.990 O #8012 6063 -T6 STILE 1.938 —"- .100 .aas� #8022 6083-T5 BACKBEAD #8026A 6063 -T5 SL BACKBEAD O #8013 6063 -T6 BOTTOM RAIL 8.250 1.938 .7 F1 #8023A 6063 -T5 7/16" BEAD .040 • • • • • #8024A 6063 T5 ••• U t l — "4 1.363 t' 1 n #8004C 6063 -T5 1 I - --- 3 — --- O #8003A 6083 -T6 \.- OUT -SWING SILL •� .. • •• 075 I I- 21 #8014 6063 -T5 TOP RAIL Fes-- • 5 1.8— 36 80 #60333 6105 -T5 FD ASS'Y BEAM I 2.822 C #8028 6083 -T5 SL HEAD TRIM • • • 2.313 --► •• .050 #8029 6063 -T5 I.G. BEAD l: J SL JAMB TRIM 7 #8009 6063 -T5 INSTALL PLATE 26 #8015 6063 -T6 ASTRAGAL r - 1.812---+►j I I #8039 6063 -T6 TRUSS CLAMP 1.000 1 {- 3.838 ----►� 70 #8010 6063 -T6 NARROW SL JAMB 4.027 1.160 7. 77 .311 040— O #8007 6063 -T6 6 SCREW COVER L .797 #8017 8063 -T5 #8016 6063 -T5 23 TOP SWEEP 24 BOTTOM SWEEP 1.033 O #8008 6063 -T5 DRIP CAP 2 2� 1.075 #8021 B 6063 -T6 GEAR HINGE, JAMB .742 I .072— #8020A 6063 -T6 GEAR HINGE, COVER �a J 29 #8018 6063 -T5 HINGE, BACK -UP w �075 `:J #8019A 6063 -T6 GEAR HINGE, DOOR • 12,Zt/0 wail Ito FAG FX IYne Ym J aim VOW 1077,0[ title Dan 19/23/d0 A B • • • • • • 10444EAT = • • • • • • S • • • . a • lb. • • • • • • 4 1070 TECIEVOLOEY ERNE a3 F.0. erg 1520 NoKom R. NM Pdr J3 EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES IMPACT Yeicrt ie tic mut la""' sae moo 1 1!2 , 8 a 11 J n 8000.11 I B Ware A. Turner. P.E. PE 0881 Meenankal •• • • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • A JAMB ANCHORS HT. QTY. 963/4' - (6) 91 3/4' - (6) 873/4' - (6) 83 3/4' - (5) 79 3/4' - (6) 1 1 MAX. O.C. 11° DETAIL A (CONCRETE) A (SINGLE PANEL) ANCHOR TYPES: 1 OR 2 • • • ••• JAMB ANCHORS HT. QTY. 953/4' -(8) 913/4' -(8) 873/4' - (8) 833/4° - (7) 793/4' -(7) • •. • 11" _7 10.571° MAX. –� 11° A DETAIL B (WOOD) (SINGLE PANEL) ANCHOR TYPES: 2 OR 3 3" MIN. ATYP. HEAD &SILL ANCHOR CLUSTER (TYPICAL) JAMB ANCHORS HT. QTY. MAX 953/4' - (8) _ O.C. 91 3/4° - (5) 87 3/4° - (6) 833/4 " -(6) 793/4'-(6) 1 " A DETAIL C (CONCRETE) (2 OR MORE PANELS) ANCHOR TYPES: 1 OR 2 SEE NOTE 5 REGARDING APPUCABLITY OF ENCIRCLED ANCHOR LOCATIONS r pI C _ 3" MIN. ATYP. EQ. SP. TYP. �--6' m -3' 111 I I I)Q I 1111 HEAD & SILL ANCHOR CLUSTER (TYPICAL) 12° A EQ. SP. TYP. 1 1 1 1 1 Q 1111 2. ANCHOR TYPES: 1 -1/4° ELCO TAPCON 2 -1/4' ELCO 584 CRETE -FLEX 3 - #12 STEEL SCREW (05) A CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8° MIN. EMBEDMENT OR TYPE 2 AT 13/4" EMBEDMENT. 13/4 MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 13/8' MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) HEAD AND SILL 8° MAX. FROM FRAME CORNERS. JAMBS 11' MAX. FROM FRAME CORNERS, 18.600' MAX. O.C. CONCRETE SUBSTRATE (DETAIL A)AND 10.571' MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4 TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL 8' MAX. FROM FRAME CORNERS, AND AT 3 AND 8° MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS....11' MAX. FROM FRAME CORNERS AND 18.500' MAX. O.C. 5. TWO OR MORE PANEI nAAT30Ist: (ETjdLtt, {Owe SUBSTRATE) 1111 A DETAIL D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 2 OR 3 ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDMDUAL SIDE IJTE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE UTE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. • • •• • • • • • HEAD AND SILL 6' M/k FRC FR. C(RtipRS, D A ?,r, 8', 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLM ENCIRCLED ANCHORS OWSIDE GhLTSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4 ". JAMBS 11" MAX. FROM FRAME CORNERS AND 10.571" MAX O.C. JAMB ANCHORS HT. QTY. 963/4'-(8) 91 3/4' - (8) 873/4 " -(8) 833/4' -(7) 793/4' -(7) 1111 Q I 10.671" MAX PRODUCT REVISED DEDIDIRND ADDIESDD No to Etats 02 9 a .a�ee L .T. 1201 I FH7 ••• •• 38 IWO TECHNOLOGY D 8VB ?4l2 MS, FL SelIV P.O BQX 1A40 NDIGMAISS as7u P T h NCHORAGE SPACING �,�- .R & SIDE S, IMPACT Visibto Bar mese •,r. .6"' •ram Dmo 1 1/4 19 a 11 I 8000-11 I B Lucas A. Turner, P.E. PE858201 Mecinutcal ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • CONCRETE ANCHOR (NOTE 1) 3.4 KSI MIN A CONCRETE ' s 1/4" MAX SHIM 3.4 KSI MIN. y ; A CONCRETE • CO NCRETE ANCHOR (NOTE 1) 2x WOOD (NOTE 3) BED. S NOTE 1 1/4° MAX SHIM • BED. S NOTE 1 lx WOOD (NOTE 3) 1/4" MAX GROUT, SEE NOTE S 1 3/8" M IN. A 1/4" MAX SHIM A CONCRETE ANCHOR (NOTE 1) 3 S EE NOTE 6 � 3.4 KSI MIN CONCRETE • .'.. 1/4" MAX SHIM —►I I- TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) RED. SEE O 1 EMBED. A -+� SEE NOTE1 CONCRETE A ANCHOR (NOTE 1) leil_ �Ilili 111 illllllllllllll llfll C l�1� 3.4 KSI MIN + CONCRETE OR1.5KSI ` MIN. CMU EMBED. A SEE NOTE 1 ,: ll t1111ffIlIIf111111W1.I111f- 3.4 KSI MIN.."" CONCRETE A 1x WOOD (NOTE 3) ' • I 1/4 " MAX SHIM -04 +- 1/4" MAX SHIM --'- TYP. DOOR & SIDE LITE JAMB, & SIDE LITE SILL A CONCRETE ANCHOR (NOTE 1) 1/4" MAX. GROUT. A EMBED. NOTE 1•.,�,: 1/4" MAX A GROUT SEE NOTE 5 3.4 KSI MIN. A 'CONCRETE INTERIOR (ALL JAMB SECTIONS) EXTERIOR t 2/2470 CONCRETE ANCHOR A (NOTE 1) ® WOOD ANCHOR, NOTE 2 1 318° MIN. ���. 2x WOOD TYP. DOOR & SIDE LITE HEAD C] EXTERIOR INTERIOR [ nep1fC REVISED 11 $ emu the RAM* ® (AU. HEAD & SILL SECTIONS) - IYP, DOOR SILL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4° TAPCONS OR 1/4" SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 °. MIN. EMBEDMENT: 1/4" TAPCON -1 3/8", 1/4" SS4 CRETE -FLEX -1 3/4 ". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE- FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1/E1HICK. R GRE IN%TAVATIal TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING Jusiso i I (At1J).• • • • • • 4. FOR ATTACHMENT TO ALUM: THE MAVNSHAEL BE I . STRENGTH OF 6063 -T5 AND A MIN. OF 1/8° THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT% THL *AGE M TO '?I{AT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMEMT•INTO.Ti1E ALIBA IF *ESN CRITBR#A ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR CONCRETE SHOWN ON SHEET 9 MAY BE USED. 6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH SILI i,SSJOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. s we u+. 0.101,0 ... Pip 9a R,II�mR 4 4 .44/00 SUE404300414GRA09 X • • • • • • Cteeidys C"r• 9w•rsc Cesdl"dllk Des F.K 1212301 L.T. 9 memzmwame Nowa, 34i78 P.Q 1929 Ram/ Vkibb Baster ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT F w leak 1%4 I O M I 8000-11 I B Luaus A. Tumor, P.E. PE 989201 Mwh9NCa1 ••• • • • r ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • P • • •• •• • • • •• •• ••• • • • ••• • • I - 4.434----- ----►{ O #8014 6063 -T5 TOP RAIL, LAG BOLT DESIGN 1.838 .100 8.250 #8013A 6063 -T6 BOTTOM RAIL, LAG BOLT DESIGN 3.775 .125 •060 rz., #8056 6063 -T4 SUBSILL, OPTIONAL 1/4" MAX. GROUT, SEE NOTE 5, SHT. 10 3KSI MIN. CONCRETE — ' ` , •:.; 1/4" MAX GROUT SEE NOTE 5, SHT. 10 CONCRETE ANCHOR SEE NOTE 1, SHT. 10 OPTIONAL 'EMBED. SEE TE 1, SHT. 10 WOOD ANCHOR, SEE NOTE 2, SHT. 10 • ••• 2x WOOD, SEE NOTE 3, SHT. 10 1/4° MAX GROUT, SEE NOTE 6, SHT. 10 3KSI MIN. CONCRETE —: 1/4° MAX GROUT SEE NOTE 5, SHT. 10 CONCRETE ANCHOR SEE NOTE 1, SHT. 10 WOOD ANCHOR, SEE NOTE 1, SW. 10 1 3/8° MIN. OPTIONAL • • • EMBED. SEE MOTE 1, SHT. 10 t OPTIONAL 2x WOOD, SEE NOTE 3, SHT. 10 OPTIONAL SIDE LITE SILL ANCHORAGE OPTIONAL DOOR SILL ANCHORAGE ••••••• • • • •• • • • • •• • ••• •• 4 INTERIOR[ (ALL SILL SECTIONS) F.K Result . . • ••• r i rrim° R`AIR,A`sear' jPP 4" extivo . • • • • • • G FJ c SUM a.s Dar Arnim A linekre IbrAilow b chmoss wez vW° NOKOWA RAM! P.O. aoX152) 1 BQiLC/' ANCHORAGE DETAILS naa ALUM. FRENCH DOOR & SIDE LITES, IMPACT AMP 8000-11 I B IteleAloddr aoat se,* 1/4 11 d 11 ( 2, /2.1/ - 4 - Limo A. Tuner. P.E. PE •88201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • ••• • • BUILDI$ CODE COMPLIANCE OFFICE (BCCO) • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: • MIAMI -DADS COUNTY, FLORIDA zMETRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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 regtlirements 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 CA-740 Aluminum Projected Window -L II k APPROVAL DOCUMENT: Drawing No. 7052 -7, titled "Alum. Projected Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 2/24/03, with revision "B" on dated 10/19/05, signed and sealed by Lucas A. Turner, P.B., 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 jr. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein,. RENEWAL of this NOA 5ha1l 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 may. •• • • • . product, for sales, advertising or any other purposes shall automatically terminate this NOA, Failure to cbmpl r with any section of this NOA shall be cause for termination and removal of NOA: • • " • • ADVERTISEMENT: The NOA number preceded by County, the words Miami Dade Flb*ti and followed by :.... the expiration date may be displayed in advertising literature. If any portion of the NOA is's�yed, then; � �� all • .... be done in its entirety. • ••...' • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactur�•o �i�•.distribu;Qs • .......... • • • • • • and shall be available for inspection at the job site at the request of the Building Official. • • • ' . . document mentioned above. • •••• . • • • • . This NOA revises NOA # 03- 0514.10 consists of this page 1 and evidence E -1 and E-2 as Ali as agproval. • • • • The submitted tion was reviewed by Helrminio F. Gonzalez, P.E., Director, BCdQ . • • • • . •. • Reviewed for general compliance with design intent only. Contractor shall field verify NOA No 05- 1129.10 / all existing conditions and shall be solely responsible for all aspects of Jobsite ate: November 06, 2008 V Installation. Install strictly per manufacturer's spedficafions and as further notated on Date: February 23, 2006 the enclosed documentation. Reviewed & Annroved 10- - o8 Maio Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7052 -7, titled "Alum. Projected Window, impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 2/24/03, with revision "B" on 10/19/05, signed and sealed by Lucas A. Turner, 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) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum projected window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3728 dated 2/28/03, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03 0514.10" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum projected window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. E1'L -3724 dated 2/28/03, signed and sealed by Joseph Chan, P E "Submitted under NOA# 03 0514.10" C. CALCULATIONS 1. Revised Anchhr Calculations and structural analysis, prepared by Lucas Turner, P,E., dated 11/21/05, signed and sealed by Lucas Turner, P.E. Complies with ASTM- E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade County Building Code Compliance Office (BCCO) • • •••• • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DeNemours fps :Dupont Butacite ®PVB" dated 01 /05 /06, expiring on 12/11/10. • • • •.•• E -1 • • •• 5• ... • • ••••• ••••• Herminto F.,Qoni dez, P.' • • • Director, Building Code Compliance Office • NOA No 05- 1129.10 Expiration Date: November 06, 2008 Approval Date: February 23, 2006 ...... • • • • •..... • • .•.•• • .•.•• .....• • • • .5•.•. • • •.•.•. • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. STATEMENTS 1. Statement letter of conformance, dated 5/12/03, signed and sealed by Lucas Turner, P.E. 2. Statement letter of no financial interest, dated 5/12/03, signed and sealed by Lucas Turner, P.E. F. O'IHER 1. Letter from the consultant, dated 01/28/06, stating that the product is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 03- 0514.10, issued to PGT Industries for their "Series "740" Aluminum Projected Window", approved on 11/06/03 and expiring on 11/06/08 E -2 . • 5555• • • • • • •• • •• • • • .5 55 5 • 5 •,• .. • • 0 0000 0 •55 • • . • • • •. 5 • : ..5 5 5 ..•. • ••• •••• •55 555 • .555 • • • •• •• • • • ••••5 •••••• • • • •••• • • • ••••• • • Berminio F ▪ Oonz%lez, P?,... • • Director, Building Code Compliance Office NOA No 05- 1129.10 Expiration Date: November 06, 2008 Approval Date: February 23, 2006 ••••• ••••• •• • •• • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1t8' ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYE OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.O. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED GLASS COMPONENT WITH A 3/8° AIR SPACE. 5/16' LAMINATED COMPONENT COMPRISED OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: OX & X 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. A SEE SHEETS 3 AND 11 FOR ADDITIONAL ANCHORAGE INFORMATION. JAMBS 'X': MAX 8" FROM CORNERS JAMBS "OX": MAX 4° FROM "0" CORNERS MAX 13° O.C. (2) ANCHORS 3° APART AT MID -SPAN ON FIXED LITE ONLY MAX 4" & 7' ON EACH SIDE OF MEETING RA L MAX 8" FROM "X' CORNERS HEAD & SILL MAX 4" FROM CORNERS MAX 13° SPACING (2) ANCHORS 3° APART AT MID -SPAN ® SEE SHEET 11 FOR APPROVED ANCHORS. 1/4' TAPCONS OR 1/4' SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 4 THROUGH 6. SEE SHEETS 4 THROUGH 6 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3724, FTL -3727 & FTL-3 8. • • •• • • • • : • •• • S • • ••• •• • • Rosa itx F.K Dslc / 8/20/09 • • r¢ oft • f1am9 GW • • 0712403 0 d • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • •• •• • • • • P E %HAWNPER M/AMAOADE R .75.OPN JE3ANDANCNORAOENOTE4 • • •• raft l07N K OWOLD DRIVE 2427 P ,�--T NO N$ 0 94875 P.O agxfoe NOXOMIS, FL 34274 Vietbdy Better CONFIGURATIONS OPTIONS O X X NOTES AND TABLE OF CONTENTS ALUM. PROJECTED WINDOW, IMPACT £Wsdkekt !Bak IOW t°"bI011a CA-740 I NTS I 1 n 11 7052 -7 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 DESIGN PRESSURE TABLES 4-6 SECTIONS 7-8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9-10 PARTS UST 10 ANCHORAGE 11 «enrcrgo ((f2 ( /.or Lucas A. Tumor. P.R. P2558201 MecMMcal S. • • • •• • • • • • • • • • • • • • 1/8" ANNEALED GLASS — .090 SOLUTIA OR DUPONT PVB INNER LAYER OR HEAT STRENGTHENED —I-+ F--- 1/8° HEAT STRENGTHENED GLASS GLASS OUTSIDE •• • • ••• • .• : • oo •. • •• ; • • • • • .. • .•. ;lit:" LAMINATED ZING DETAIL 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 00 OUTSIDE .85" NOM. GLASS BITE .090 SOLUTIA OR DUPONT PVB INNER LAYER 7/18" LAMINATED GLAZING DETAIL 00 3116" HEAT STRENGTHENED GLASS 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS .85" NOM. GLASS BITE 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8° HEAT STRENGTHENED GLASS .85" NOM. GLASS BITE k a� F.K neAs a•c• • • • 4713 AO0.OUTrll6 l4OTAT1ONN 4 ewer • • • •• 1070 TECHNOLOGY ME NOKOMJ& R 34275 P.O. BOX 1829 NOKOV/A, R 84274 Yvib0 Bator GLAZING DETAILS ALUM. PROJECTED WINDOW, IMPACT 11.44 art B ak 8 CA-740 NTS 12 d 11 I ae,pva> 7°52 -7 I Luau A. Tura, P.E. PE •88201 Mechanical • • • • ••• • • • ••• • • • • • • • • • • • • • • • • ••• • ••• • •• • i• • i •• • • ••• •• • • • • • • • • • • • • 4" MAX. SEE MID-SPAN ANCHOR DETAIL TYP. (4) 13° MAX. - O.0 SEE MEETING RAIL DETAIL 60" MAX. WIDTH 53° MAX. - DAYLIGHT - OPENING • • •• • • • o • • • • • • • •: : o • ;; •• •• • • • 59° MAX. FIXED 38 3/8" MAX. VENT L 8" MAX. 4 -"-I I 13' MAX. O.C. ELEVATION "A" • "OX" (SEE SHEETS 6 & 6 FOR PRESSURES) 52' MAX. = DAYLIGHT OPENING 97 3/8° MAX HEIGHT 31 3/8" MAX. DAYLIGHT OPENING 8' MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (4) 8° MAX. 7° 4° MAX. t 7° 60" MAX. WIDTH. 53° MAX. DAYLIGHT OPENING ANCHOR LOCATION TYP. 4° MAX. - MEETING RAIL DETAIL (SEE SHT.1 NOTE 4) �-►� - 13' MAX. O.C. ELEVATION'S" - "X" (SEE SHEET4 FOR PRESSURES) 38 3/8' MAX. HEIGHT 31 3/8" MAX. DAYLIGHT OPENING ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) roveratvem onegrahainedis •,l t /2J /,r Oslo B12E03 • • *OHM • �emuar S • Oidc 0212,03 0 B Raw WE re a:met rs SHEET • • •• t." 1070 TECHNOLOGY OH VE NO R.34278 P4 BQX 1529 NOXOMI$ FL 34274 . Visibly Better ELEVATIONS ALUM. PROJECTED WINDOW, IMPACT ' C 4 I N TS 13 or 17r 7052 -7 IB Wcas A. Turner. P.E. PE #58201 MechanleY • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • •• • • •• • • •• • S • • • • • • • • • • . • • • • • • • •• • • ••• • . • • • • • • • • • • •i , • ••• : OD •. ••• 00 • • COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTION: A. 5118" LAMI (118 °A,.090,1 /8°HS) FTL -3727 VENT HEIGHT 17.000 18.000 21.000 24 000 26.000 30.000 33.000 38.000 37.000 38.375 x 5 3 24.000• A 70.0 -75.0 70.0 -76.0 0 70.1 0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 26.600 A 70.0 -75.0 70.0 -76. ) 70.1 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 30.000 A' 70.0 -76.0 70.0 -76.0 ) 70.1 ) 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70,0 -76.0 X 36.000 A 70.0 -75.0 70.0 -76.0 ) 70.1 ) 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -73.7 70.0 -70.4 70.0 -76.0 70.0 75.0 ..,... -.5.0 70.0 -.. 70.0 -75.0 " 70.0 " ^ '" " "' 70.0 - 71.2 67.9 -67.9 70.0 -75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 - 76.0 68.2 59 " `" " 57.2 -572 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 - 76.0,. 70.0 -75.0 68.4 51.1 -51.1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0; 70.0 - 75.0 8 64.8 c 45.6 -45.6 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 , 70.0 -75.0 61.0 42.1 -42.1 70.0 -76.0 70.0 -75.0 70.0 75.0 70.0 -75.0, 70.0 -72.9 47.5 39.7 -39.7 GLASS OPTION B. 6/16" LAMI (1/8"HS,.090,1/8"HS) FTL -3727 ALL THE ABOVE SIZE COMBINATIONS I 70.0 -75.0 GLASS OPTION C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS I 70.0 I -90.0 GLASS OPTION E. 13/18" I.G. (1/8915, 3/8" SPACE, 5/16" LAMI WI 1/8°HS $,1/8" HS) FTL -3728 ALL THE ABOVE SIZE COMBINATIONS I 70.0 I -75.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4° TAPCONS OR 1/4" 5S4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. • • .• • S e,.- •• - -- •.,. - y � � • • •o ; . .•• •;••.: ••• • • •• • [14. f ; V S SHEET 1070TEOHNUOOYDxMS NOK WS R 54V5 P.O. BOX f5dB NOKOM1S R34274 P T DESIGN PRESSURES %C" WINDOWS ALUM. PROJECTED WINDOW, IMPACT Lucas A. Timer, P.E REVISSDAlIOR GE AND NOTE • • • • „ a� • *NM Sp • t k Ws • 02/24103 MEW 6y, • WV • • I Vs1hy Bettor ....I. cacao acct I N TS 4 d 11 WOW. I 7052 -7 B PE 858201 Mechanical •• • • •• • S • • • • • • • • • • . • • • • • • • •• • • ••• • . • • • • • • • • • • •i , • ••• : OD •. ••• 00 • • COMPARATIVE ANALYSIS TABLE 3. "OX" UNEQUAL LfTE WINDOWS EST REPORTS: FTL-3724,FTL-3727,FTL-3728 GLAZING OPTIONS: A. 5116" LAMI (1/8"A,.090,1/8"HS) FTL3727 B. 5/18" LAMI (1/8"HS,.090,1/8"HS) FTL-3727 C. 7/18" LAMI (3/16"A,.090,3/18"HS) F11-3724 : E. 13/16" I.G. 1 /8"HS, 3/8" SPACE, 6/16" LAMI W/ 1/8"18,1/8"18) FTL -3728 VENT HEIGHT UP TO 28.000 30.000 FIXED HEIGHT 26 .000 32.000 38.375 44.000 60.625 59. 000 26.000 32.000 38.376 44.000 50.626 59.000 1 A 70.0 -76.0 70.0 76.0 70.0 -75.0 70.0 -76.0 70.0 -75 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 75.0 24.000 B,E 70.0 -75.0 70.0 - 76.0 70.0 -75.0 70.0. -75.0 70.0 -76 0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 76.0 70.0 76.0 C 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 40.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0.. -90.0 A 70.0 - 76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -70.8 70.0 - 76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -70.8 26.600 B,E 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 - 76.0 70.0 -76.0 70.0 -75.0 70.0 - 76.0 70.0 -76.0 70.0 -75.0 C 70.0 40.0 70.0 -90.0 70.0 40.0 70.0 -90.0 70.0 -903 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 30.000 A 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 76.0 83.9 4133 67.0 -67.0 70.0 -76.0 70.0 -76,0 70.0 -76.0 70.0 -76.0 83.9 43.9 67.0 -61.0 B,E 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 78.0 70.0 -76.0 70.0 - 76.0 70.0 -75.0 70.0 -78.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 C 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90:0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 38.000 A 70.0 -76.0 70.0 -76.0 70.0. -70.4 69.2 -592 61.1 -51 ' 43.0 -43.0 70.0 - 78.0 70.0 -760 70.0 - 70.4 69.2 -59.2 61.1 -51.1 43.0 -43.0 B,E 70.0 -76.0 70.0 - 76.0 70.0 -75.0 70.0 76.0 70.0 -75:0' 70.0 =75.0 70.0 - 76.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 '70.0 -76.0 70.0 76.0 C 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 40.0 70.0 -90.0 70.0 40.0 70.0 40.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 37.000 A 70.0 -76.0 70.0 -76.0 87.9 .67.9 67.8 -57.8 49.9 -493 41.9 41.9 70.0 - 76.0 70.0 -75.0 67.8 -67.9 67.8 -57.8 49.9 49.9 41.9 -41.9 B,E 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 78.0 70.0 - 76.0 '70.0 -76.0 70.0 - 76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 10.0 -90:0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 43.000 A 70.0 -75.0 700 71.1 67.2 .57.2 80.7 -80.7 62.8 -52!8 44.4 -44.4 70.0 - 76.0 70.0 - 71.1 67.2 -572 80.7 -80.7 62.8 -52.8 44.4 -44.4 B,E 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 760 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 C 70.0 -80.0 70.0 -90.0 7 0 . 0 -90.0 70.0 -90.0 70.0 -90 0 7 0 . 0 - 7 8 . 6 70.0 - 9 0 . 0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -7& 8 48.000 A 70.0 -75.0 61.8 -81.8 51.1 -51.1 64.4 - 54.448.8 -48 {6 41.0 - 41.0 68.4 -68.4 61.8 $1.8 61.1 - 51.1 64.4 -54.4 48.6 -48.6 41.0 -41.0 B,E 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75,0, 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -78.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -8018 68.4 -88.4 70.0 40.0 70.0 -90.0 70.0 40.0 70.0 40.0 70.0 -80.9 68.4 .88.4 53.125 A 70.0 -76.0 58.8 - 5 .8 45.5 -45.6 49.1 -49.1 44.3 -443 3 8 . 7 - 3 8 . 7 8 0 . 6 - 6 0 . 6 6 6 . 8 - 5 8 . 8 4 5 . 5 - 4 5 . 5 4 9 . 1 - 4 9 . 1 4 4 . 3 - 4 4 . 3 3 3 . 7 -38.7 B,E 70.0 -76.0 70.0 -75.0 70.0 -7 &0 70.0 -76.0 70.0 750 70.0 -78.0 70.0' - 76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 76.0 C 70.0 -90.0 70.0 -90.0 70.0 -900 70.0 -85.9 70.0 71/ 60.9 -60.9 70.0 40.0 70.0 -90.0 70.0 40.0 70.0 -85.9 70.0 -71.2 80.9 -80.9 67.000 A 70.0 - 76.0 63.8 - 63.8 42.1 -42.1 '46.6 -45.6 41.2 ..412 37.3 47.3 68.5 - 58.5 53.8 -63.8 42.1 - 42.1 45.6 -45.6 41.2 -41.2 37.3 -37.3 B,E 70.0 -76.0 70.0 -76.0 70.0 - 76.0 70.0 -76.0 70.0 750 70.0 -74.5 70.0 76.0 70.0%76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 74.6 C 70.0 40.0 70.0 -90.0 70.0 40.0 70.0 -79.3 86.7 -1817 66.9 -58.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.3 86.7 48.7 68.9 -58.9 80.000 A 70.0 -72.9 60.4 -50.4 39.7 -39.7 42.8 -42.8 39.2 36 •36.9 -35.9 68.2 -58.2 60.4 - 50.4 39.7 -39.7 42.8 -42.8 39.2 -39.2 36.9 -35.9 B,E 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75O 70.0 -71.8 70.0 - 76.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -71.8 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -74.8 83.3 -831 ' 64.0 -54.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 74.8 83.3 -83.3 64.0 -54.0 GLASS OPTION D. 716" LAMI (3/16'H8,.090,3/18"HS) FTL-3724 ALL THE ABOVE SIZE COMBINATIONS ( 70.0 -90.0 S. • • • • • • • • • • • • • • • • •• NOTES: 1. FOR INSTALLATIQIVS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO • • 1/411 TAP9O OR 1/4" 554 CRETE -FLEX ANCHORS, TF VdITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. •• •• x LAiror ".®eay. F.K F.K 8V2■03 grikkor A maw.. " E NOFHAN4E SHEET 8(jANCM)RAOEAND NOSE • • • • wan (+ 01�" • •�� •An"oyc ure �• • F.K. 02/203 • }070 }E0101OLOOYDRIVE mamas, 8.34276 P.O. BQX 1428 NO1(OM0$ 7184274 PCT Vktb y Better DESIGN PRESSURES "OX" WINDOWS ALUM. PROJECTED WINDOW, IMPACT ".raeak ,e aa.t 4.rroam. C.4-740 740 l ee NTS 15 s 11 l 7052 -7 B Luau A. Turner, F.E PE /88201 Me4 antaal • • • • • ••• • • • ••• • • • • • • • • • • • •• • • • • • : i•• •• •. ••. • • • • • • • •• • • • • • • • • • J • MAX, HEIGHT (SEE SHT. 3) • • •• • • • MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) VERTICAL SECTION "X" CONFIG. MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. HEIGHT (SEE OUTSIDE SHT. 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) VERTICAL SECTION "OX" CONFIG. REFERENCE 'OX" FRAME ASSEMBLY DETAIL, SHEET 9 ralUCT Wino AosAil .r- ' 41 '211491 , 1: 1 /2//05" Fx ROald ex F er F atle Br1&93 • 1S sel.• • • • vac 02/2443 itookkat AEONAW • 4la4L SECTIONS ro L SCALE • • •• • 1070 TECHNOLOGY NOWAY, MUM P.O. BQX $529 NOKO600 FL 34224 P r Vt O& Better VERTICAL SECTIONS ALUM. PROJECTED WINDOW, IMPACT 0.4-740 Seske NTS 7 ''' 14 7052-7 B Luau A. Turner, P.E. PE 988201 Mechanical • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • L • • .••• •• •• • •• • • • • • •• • • • • • • • • • • • • • oo • • •: : : ••• •• • : ••• ; :: •• • : • MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION THROUGH VENT MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION THROUGH FIXED LITE Rowley: PJG FJL If1 ar X ativ *V,aw • •• tie A • REDQAW11Qjj7 7•TAL SECTIONS To v2 sc4LE Aso ,B9: • • •• • DOR I • 107 DRNE FL 34275 P.O. SQX f329 NOKQ SS, A34274 P cT Vithly Better HORIZONTAL SECTIONS ALUM. PROJECTED WINDOW, IMPACT datIWIloida 04440 smx an,c MS 8 11 I o 7052 -7 Lucas A Turner, P.E. PE &68201 Mechanical • •• • • • • • • • • • • j • it j • • •• j• •: • • ••• • • 5582 N.W. 7TH STREET, SUITE 202 MIAMI, FL 33126 TELEPHONE: (305) 264 -2660 FAX: (305) 264 -0229 DRAWN BY: N.G. SURVEY OF LOT 6, BLOCK 211, OF DUNNINGS MIAMI SHORES EXTENSION NO. 7, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 52, PAGE 33, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 62 NW 108 ST, MIAMI SHORES, FL 33168 FOR: DANIEL GREEN LOCATION SKETCH Ih 7'3 A = ARC NC = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT NR = ALUMINIUM ROOF NS = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK CERTIFIED TO: DANIEL GREEN M < t ., 7.5' 74.7.3'1 z • /7•47.3 NI 40 „Jo le I t T. N 8 2s y s ,I 74.7g* l 7 SUBJECT \ —6 uNNINc 5 CI PROPERTI IAMl511o R,E2 -5 f;J� TEWSlorl 140.3 4 33 N.1y.. -- 9 ©8 rN STREET___ / 669.73' 114 .Nova Surveyors, Inc. LAND SURVEYORS !f 214 ABBREVIATION AND MEANING f 3 . f4 0 J n N N FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN. &EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE MM = MANHOLE N.A.P. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK 0/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY =PARKWAY R. = RECORD DISTANCE Scale 1" = NT.S. 4 ti 4 - a At 3 ti LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ("SURVEY"): - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY /PANEUSUFFIX: 120662 0093 J DATE OF FIRM: 07/17/1995 BASE FLOOD ELEVATION: N /A. 74. /G 1]1 Nf�TtAT�'S� RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RIW = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE A = CENTRAL ANGLE g = CENTER LINE = MONUMENT LINE • SURVEY NO LEGEND TYPICAL BY: 2- 0011180 -3 SHEET NO OF 2 ALL -5i! p., 7d 7S' .. M /O 1 0 4 i61 VA C3 N N .N N 7 .7S )0 - 78 N S. 4 —OH- OVERHEAD UTILITY LINES zzmicz CBS. = WALL (00W) -x ec C.L.F. = CHAIN LINK FENCE -0-- I.F. = IRON FENCE - w - '. W.F. = WOOD FENCE ■ 0.00 = EXISTING ELEVATIONS N. E. ! O an L• SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. N -586 LOCATOR NO. 3100 NW ELEVATION 10.78 FEET OF N.G.V.D. OF 1929 SURVEYORS CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. 7 // R.BER B•R"0 IATEO I D PROFESSIONAL LAND SURVEYOR NO. 6437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). • REVISED ON: REVISED ON: 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220-3171 FAX: (305) 264 -0229 DRAWN BY: NG nut 'nrunjnrz .inr. LAND SURVEYORS SURVEY No. 2 -0011180 SHEET No. 2 OF 2 BC F.I.P 1/2' NO CAP 4 23' PWY 89 ° 2570''' • 8' .COyC. ;' '15 10.90 10.92 ONE STORY RES. # 62 LOT -6 BLOCK - 211 to 12.30' 25.30' 11.01 C- I - 11.18 F.F.ELEV.= 12.81' L.F.ELEV =12.61' 2 GARAGE ELEV =10.79' 42.35' 6' W.F. 17.00' 11.14 P.P 10.25' 15.20' 12.14 11.74 88 25 '31 F.I.P 1/2' LOT -7 BLOCK - 211 F.I.P 1/2" NO CAP 10.58 0.30'di ONPL NC ELEV.e10.81 10.88 ONPL 0.30'CL F.I.P 1/2° NO CAP 10.42 tV F u. J U _y._ BOUNDARY SURVEY SCALE =1' : 20' DUNNING'S MIAMI SHORES EXTENSION No.3 10.52 • F.I.P 1/2" NO CAP 10.51 0.30'CL 11.18 SURVEYOR'S NOTE: - There may be Easements recorded in the Public Records not shown on this Survey. - The purpose of this Survey is for use in obtaining Title Insurance and Financing and should not be used for Construction purposes. E3ADCAOWvMIes \Testdwt 7/2912005 3:38:49 PM EST ONPL LOT -5 BLOCK - 211 08/26/2009 10:31 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Miami Shores Village Building Department 10050 N.P Avencu:, Miami Shores, PI 3313R Tel 305.795.22101 Pax: 305 -756 -5972 tvQ'I'lcti MIAMI. SHORES VILLAGI+ BUILDING DEI'ARTMEN'T' OF EMPLOYMENT AS smut, INSPECTOR UNDER. THE FLORIDA IIUiL.DING CODE gOkie) have been retained by (name of owner/agent) to perform Special Inspector services under the Florida Building Code at the project (address) fe2 Nut l0$ SST , Miami Shores, as of 41 ; 'r'l. lam a registered Architect or Professional Engineer licensed in the State of Florida. PI:1'!'lIT ® Special inspector for Reinforced Unit Masonry, F}3C 2122.4 i� Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, 1 =13C 231 9.17.2.4.2 0 Spcciai Inspector for Steel Confections, F13C 2218.2 Special inspector for Soil Compaction, PF3C 1820.3.1 Special Inspector for Precast Units & Attachments, FF3C, 1927.12.2 a Special Inspector for Pilings, 1 1822.1.20 ® Special Inspector fear NOTE: Please mark boxes that aooly The following individuals(s) employed by this firm or meare authorized to perform inspections. COM/ MOKTGOMegtt .0 3. 4. a Signed and Sealed Date: (cline). I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department inspector. All mandatory inspections, as required by the Florida Building Code. must be performed by Miami Shores. The building inspections must be called for all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are iraddition to the mandatary inspections performed by the Building Department. Further, upon completion of the work under each Building Permit, t will submit to the Miami Shores Building Department at the lime before the final inspection the completed inspection log form and a sealed statement indicating that, to the hest of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Engineer /Architect Name ellE e ? OPA Ere, t' . e. (Print) 1 4 (00 A. tiowslui raE' R,D,#1G`l Address roMpANO Bc44, Ft. 33073 Phone No. 954 -Gra -71 Florida License NO: 14 -[ 3 1 4' @ool/oo FORM 600A-2004R Energy Gauge® 4.52 FLORIDA ENERGY E CODE Project Name: eTikirfei(W64iii—. '- Address: 62 NW 105TH ST City, State: MIAMI SHORES, FL Owner GREEN Climate Zone: South 1. New construction or existing 2. Single family or multi-family 3. Number of mita, if multi-family 4. Number of Bedrooms 5. 14 this a worst ease? 6. Conditioned floor area (ft) 7. Glass typal and area: (Label reqd by 13.104.4.5 if not default) a. U-fbetor. Description Area (or Single or Double DEFAL1LT) 7a(Sngle Default) 360.0 fta b. SHOC: (or Clear or Tint DEFAULT) 8. Floor types a. Slab-On-Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 2127.0 11 b. N/A c. 14/A 11. Duets a. Sup: 'Inc. Ret: Con. AH(Sealed):Interior Sup. 1=6.0, 195.0 ft b. N/A PREPARED BY: DATE: ft if I hereby certify that thia buildin with the Florida Energy Co; OWNER/AGENT: DATE: FOR BUILDING CONSTRUCTION Florida Department of Community Affstira Residential Whole Building Performance Method A Wider Permitting Office: Permit Number: Juriedlot on Number: Addition Single family 1 3 No 2127 ft lb. (Clear) 360.0 ita R=0.0, 232.0(p) ft •• I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. R=4.1, 1602,0 ft Total as-built points: 26487 Glass/Floor Area: 0.17 Total base points: 26590 MIAMI SHORES 12. Cooling systems a. Central Unit Cap: 59.0 Ictitu/hr SEER: 13.00 _ b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A C. N/A 14. Hot water system: a. Electric Resistant s b. N/A a, Conservation ere( its , (FIR-Heat recover y, Solar DHF-Dedicatedlteat pump) 15. HVAC credits (CF-Ceiling fan, VCross veal: hilton, kW-Whole house fan, PT-Programmah .e Thermostat, Tv1Z-C-Multirom cooling, MZ-H-Multlzonn boating) 3 1‘ . .e Review of the plar a and specifications cm red by this calculation Indic:at Da compliant with the Florida Energy Code. Before construction is completed this building will b inspected or compliance with Section 553.008 Florida Statutes. Predominant glass type. For achial glass type and areas, see Summer & Winter Glass output art pages 284. Energyi3augeds (Version: FLRCSB v4.5.21 • • • • • 0 0 • • • • • • • • 0 00 • • PASS BUILDING OFFICIAL: DATE! „ • LOO: • • tons 0.90 : • 1. CF, FORM 600A-2004R ADDRESS: 62 NW 108TH ST, MIAMI SHORES, FL, Under Attic 2127.0 2.80 Base Total: 2127.0 6985.6 5955.8 GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area .18 2427.0 30.63 11889.0 WALL. TYPES Area X BSPM = Points 0.0 0.00 0.0 Adjacent Exterior Base Total: 1602.0 4325.4 Adjacent Exterior Base Total: 25.0 1602.0 2.70 4325.4 0.0 0.00 0.0 25.0 8.40 160.0 180.0 1. Under Attic As Bunt Total: Type FLOOR TYPES Area X BSPM = Points Slab Raised Base Total: 232.0(p) -20.0 0.0 0.00 EnergyGauge® DCA Form 600A-2004R - 4840.0 0.0 4840.0 3.SIngle, Clear 4.SIngie, Clear 5.Single, Clear 6.S1nglo, Clear 7.Single, Clear a.Single, Clear 9.8ingle, Clear 1 0.Singie, Clear 11.Single, Clear 12.Single, Clear 13.Single, Clear As -Built Totals AS Built Total: 1.ExteriorInsulated As -Built Totals As-Built Total: EnergyGeuge®!FIaRES1004R FLR6SB 14,5 2 A$ BUILT N ::.0 4.5 • 18.0, N :1.0 8.0 •16.0 • E :10 9,0 E :10 4.5 • W.0 • E t.0 3.5 „"c10, w z.0 s.o 'add w 2.0 8,0 "VA: W 2.0 7.5 S 2,0 8.0 1002.0 25.0 232.0 E.nergyGauge® 4.5,2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT#: Overhar 9 Type/SC Ornt Len Hgt Arne X SPM X SOF = Points . 0 1.Singte, Clear N 2.0 4.0 9.0 36.46 0. 274 2.SIngle, Clear N 2.0 4.0 14.0 36.46 0.84 427.0 N .0 6.0 30.0 36.46 0.90 988.0 N :.0 8.0 15.0 35.46...0,94 514.0 • • • ••gip. • •• 54.0 • 180• • • :1127.0 36.46• • 0.94 • 78.71 0!94 78.71 •0.78 78,'Tl' • C. /D 70.5'3 '0.81 70.13. • A.92 70.13 0.91 9 9. 66... • • •••• 11U • • 30,0 2127,0 2.77 X '1,00 •493.0 IQto MICAI M 938:0 • 29546. 8 - •..• Type R-Value Area X SPM = Points 1. Concrete, Int maul, Exterior 4.1 .11502.0 2.32 3708.6 37081 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points 25.0 6.40 160.0 180.0 T R• Value Area X SPM X SCM = Points 5891.8 5891.8 R - Value Area X SPM = Points 1. Slab -On -Grade Edge Insulation 0.0 1:32.0(p -20.00 4640.0 -4644 FORM 600A-2004R SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 82 NW 108Th ST, MIAMI SHORES, FL, f~nergyGtauge'w DCA Form 600A EnsT9yGaUgergVFIaRES'2004R FLRCSB v4.6.2 PERMIT #: .. • • • • S . • • • • • • • • • • •• • EnergyGauget® 4.5.2 • • • • •••• • ••• • •. • • • • • • • • • BASE AS.BUILT INFILTRATION Area X BSPM : Points Area X SPM = Points 2127.0 1 5.79 39980.3 2127.0 18.79 39968.3 Summer Base Pointe: 67456.3 Summer As-Built Points:: 66102.7 Total Summer X System = Cooling Points Multiplier Points ww•aww....ww�. ••■211111M. prom.. rwrI r., Total X Cap X Dut;t X System X Credit = Cooling Component Ratio Multiplier Multi plier Multipli er. Points (System - Pointe) (DM x DS8 I x AHU) • • •••• -- - • . 57456.3 0.3250 18673.3 ... 4•...10.•e1P•PIN www�i... .. (sys 1; Central Unit 59000btuh ,SEER/EFF(1:I.0) Duds:Urrc,W),�gp(�►,Int(AF),R9d} �) • 85103 1.00 (1.07 x 1.135 x 0.85) (l,2 §t .. 0.902. 16295.9 2. 1623 65102.7 1.00 ton 0.26A 0.00 V' FORM 600A-2004R SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 82 NW 108Th ST, MIAMI SHORES, FL, f~nergyGtauge'w DCA Form 600A EnsT9yGaUgergVFIaRES'2004R FLRCSB v4.6.2 PERMIT #: .. • • • • S . • • • • • • • • • • •• • EnergyGauget® 4.5.2 • • • • •••• • ••• • •. • • • • • • • • • FORM 600A-2004R WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 62 NW 108TH ST, MIAMI SHORES, FL, PERMIT #: GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area .18 2127.0 3.60 1378.0 WALL TYPES Area X BWPM = Points Type R Value Area X WPM = Points Adjacent Exterior Base Total: 1502.0 Adjacent Exterior Base Total: 26.0 Under Attic ase Total: BASE A:- BUILT" 1602.0 EnergyGauge® DCA Form 600A -20048 Type /SC 1.Single, Clear 2.3ingle, Clear 3.Single, Clear 4.Single, Clear 5.Single, Clear 8.Single, Clear 7.SIngle, Clear 8.Single, Clear 9.Single, Clear 10.5ingle, Clear 11.Single, Clear 12.Sing10, Clear I3.Single. Clear As -Built Total: 0.0 0,00 0.0 1. Concrete, Int Instil, Exterior 0.80 961.2 DOOR TYPES Area X BWPM = Points CEILING TYPES Area X BWPM = Points 2127.0 0.10 212.7 Bailie Total: 2127,0 212.7 FLOOR TYPES Area X BWPM = Points Slab 232.0(p) -2.1 Raised 0.0 0.00 0.0 951.2 As -Built Total: 45.0 72 As Built Total: Type 1. Under Attic As -Built Total: Type As -Built Total: weee.eeeee -- ^..eee PIN∎ Overhang Ornt Len Hgt Arita X WPM X WOF = Point. 1,0 4.0 9.0 6,03 0.08 53.0 ;1.0 4.0 14.0 8,03 0.98 82,0 10 6,0 30.0 8.03 0.99 178.0 .1.0 8.0 15.0 6.03.4.99 89.0 1.0 4.5 • 18.8 6.03••098 •4698 • 1.0 8.0 •t5.0• 8.13• agr.g 1.0 9.0 • • 87 G' 4.77 1.02 62Tr 1.0 4.5 "48.5' 4.77 '1.04 :23110 4.0 3.5 ."4.5. 4.'Zl. 4.06 45.0 1.0 5.0 Tl�.a • 5.X9 4,o0 • W a 2.0 8.0 -ea: 5.49,• •3.60 312.0 •• ••• 5,19 • 1.00 2965 4.4% • .1 • .� Q . • • _ 819 •... N N N N N N E E w W W 2.0 7.5 S 2.0 8.0 : 90.0: EnergyQauge®/F1aRES'2004R FLRCSSS v4.5.. • • Sad : ■..+.++reeeee�u. - - 4.1 11102.0 1.03 1902.0 s.- +.we.eeee�•e e•ewrreeeeeeeeee�.. 0.0 0.00 0.0 1.Exterlor Insulated 25.0 1.80 25.0 1.80 45,0 21127.0 v,.,.neeeeeeeeeee� ..- �.�..•••uw.e�. -487.2 1. Slab --On -Grade Edge Insulation EnergyGauge® 4.5.2 1668.1 9858.1 Type Area X WPM = Points 45.0 25.0 45.0 R -Value Area X WPM X WCM = Points pom.wwew m 30.0 21:27.0 0.10 X 1.00 0.0 282.0(p -2.10 02.0 212.1 212.7 R -Value Area X WPM = Points -487.2 - 1137.2 , FORM 600A -2004R WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 62 NW 108TH ST, MIAMI SHORES, FL, EnergyGaugerd DCA Fort 800A -20048 Ene1gyGaugeewFIsREB'2004R FLRCSB v4.5.2 PERMIT #: • EnergyGauge® 4.5.2 • • •• •• • • •• • • • • •• • • • • • • • • • •••• • • • • • • • • • • I. • • •• • • • • • BASE AS; -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2127.0 -0.06 -127.0 2127.0 -0.06 -127.6 Winter Base Points: 1982.1 Winter As -Built Points: 3237.9 Total Winter X Points System - Multiplier Heating Points Total X Cap X Duct X System X Credit T Heating Component Ratio MultipIk r Multipler Multipilgr� • Points (System - Paints) (DM x DSM i, AHtJ) • • • • • •••• •••• 1982.1 0.5640 1098.1 (sys 1: Electric Strip 34000 btuh ,EFF(1.C) Ducts:Unc(:lf bon(1<t),In((A046.0 •••• 3237.9 1.000 (1.085 x 1.137 x 0,88) 1.e00 • 0.950 3280 8 3237.9 1.00 1.08S ;• 0.95.0 • 328It.e• , FORM 600A -2004R WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 62 NW 108TH ST, MIAMI SHORES, FL, EnergyGaugerd DCA Fort 800A -20048 Ene1gyGaugeewFIsREB'2004R FLRCSB v4.5.2 PERMIT #: • EnergyGauge® 4.5.2 • • •• •• • • •• • • • • •• • • • • • • • • • •••• • • • • • • • • • • I. • • •• • • • • • BASE immil ek CODE COMPLIANCE STATUS . •.: . • . WATER HEATING Number of X Bedrooms Multiplier BASE Total Tank EF Volume opro m ■t Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2273.00 A.d ILT : ..• 50.0 0.90 Ike -autlt Tool: Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + I seating Points •i. • Heit Water = • • • • • ••poi • Total' •: Points • . 18673 1098 6819 26590 16236 3281 : .§971 2 67. BASE immil ek AS- BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume opro m ■t Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2273.00 6819.0 50.0 0.90 Ike -autlt Tool: 3 1,00 2323.51 1.00 8970,5 6970.s FORM 600A -20048 EnergyGauge44 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 82 NW 108TH ST, MIAMI SHORES, FL, PASS Enetgydaugelm DCA Roan 600A -2004R Energy13augseitWFiaRES'2004R FLRCSB v4.5.2 PERMIT #: • • • ••. • FORM 800A-2004R Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 82 NW 108TH ST, IiAIIAMI SHORES, FL, , _ _ PEI +e #: 8A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST r.T,..,.._ 7 COMPp,NET1T8 SECTION Exterior windows & Doors 606.1 ABC.1.1, Exterior & Adjacent Walls 606.1.ABC.1.2.1 Floors Callings 606.1.ASC.1.2.2 608.1.ABC.1.2.3 Recessed Lighting Fixtures 608.1.ABC.1.2.4 Multi -story Houses cOt3.1.ABBCC. , • 2.5 Additional Infiltration recite 808.1ABC.1.3 COMPONENTS Water Heaters Swimming Pools & Spas Shower heads Air Distribution Systems 11VAC Controls, Insulation SECTION 612.1 812.1 612.1 810.1 601.1 604.1, 602,1 EnergyGauge'r" DCA Fort 600A -2004R EnergyGauge® 4.5.2 REQUIREMENTS FOR EACH PRACTICE _. • MaXlmum ;.3 cfrn/sq.ft. window area; ,b ofm/6QJt. door area, Caulk, gasket, weatherstrip or seal between: wir idowsJdaors !l frames, surrounding wail; foundation & wail sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wail panels & top/bottom plates; between walls and floor. EXCEPTION; Frame walls where a continuous nfiitration barrier is installed that extends from apd is seated to, the foyindatjon to tine top pate. _ - • Penetrations/openings 71/8" seated unless bacred by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that . is sealed • to the meter penetrations and seems..., -... .� - -• -M Wi ses. Between walls & ceilings; penetrations of oetltru p plane of too:nooe;siound shS , soffits, chimneys, cabinets sealed to continuous air barrier; T:pg t:$yp d auk access. EXCEPTION: Frame ceilings where a continu0Oit • • ;r don barrie RNs installed that is_s+ealed at the perimeter. at pen Weapon and Ifn_ � •... r — ..- Type IC rated with no penetrations, sealed; or'ryrpe 1C or nofi JQ,Rt6d, Instille?I ji 8lde a sealed box with 1/2" clearance & 3" from insula lion; or Type4G SitriNt with <Z.G ofiP from conditioned apace, tested. .._- _ Air banter on perimeter of floor cam between floors. • . — •••• • Exhaust fans vented to outdoors, dampers; 00 mbustion spate heaters co�• NFPA, • have combustion air. , , _4 _ • • • • • SA -22 OTHER PRESCRIPTIVE MEASURES (must be Met or exceeded by ail residences.) REQUIREMENTS Comply with efficiency requirements In Table t612,4.ABC.3 Switch or dearly marked cir breaker (electric) o r c u t o f f ( g a s ) m u s t b ■a p r o v i d e d . External cr bum fittest trap,.,.. uTe9 lied• Spas & heated pools must have covers (exce rt solar heated). Non - commercial pools must have a pump timer. Gee spa & pool hex oars must have a minimum thermal efficiency of 75%. Water flow must be restricted to no more their i gAnallens rear minute at figl SID_ All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, Insulated, and installed in a xordance with the criteria of Section 610. Ducts in unconditioned attics; R•6 min, insulation. Separate readily acceeaible manual or autom etc them ostnt for each system. Ceilings -Min. R-19. Common walls -Frame R -11 or CBS R4 both sides. Common calling & 1 0 0 5 - 1 1 , EnergyelaugeU4/F1aRES2004R FLRCSB v4.5.2 CHECK ENERGY PERFORMANCE L EVES (EPL) DISPLAY CARD ,1111111111.•1_ ESTIMATED ENERGY PERFORMANCE SCORE' 1= 8'1'.1 The higher the score, the more efficient the hog ae. IIB• GREEN, 62 NW 108TH ST, MIAMI SHORES, FL, Addition Single f$rnily 1 3 Na 2127 fl' by 13- 104.43 if not default) Description Area 1. New construction or existing 2. Single family or multi- fannily 3. Number of units, if multi—family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (A 7. Glass type' and area: (Label regd. a. U- factor: (or single or Double DEFAULT) ?v & Default) 360.0 !t b. SIGC: (or Cigar or Tint DEFAULT) 7b. (Clear) 360.0 fe — 8. Floor types a Slab -On -Grade Edge Insulation R=0.0, 232.0(p) ft b. N/A o. N/A 9. Wall types a. Concrete, Int lnaul, Exterior R=4.1, 1602.0 ft _ b. NIA c. N/A d. N/A a. N/A 10. Ceiling types a. Under Attic R '30.0, 2127.0 ft: b. N/A c. N/A 11. Ducts a. Sup: tine, Ret: Con. AH(Sealed):Iutexior b. N/A Sup. RA6.0. 195.0 ft 13. Heating systems a. Electric Strip 12. Cooling systems a. Central Unit b. N/A c. N/A b. N/A c. N/A Address of New Home: City/FL Zip: 14. Hot water systems e. Eleatic assistan t b, N/A T certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or excee ded) in this home before final inspection. Otherwise, a new EFL Display Card will be compl l}ted based on installed Code compliant features. Builder Signature: Date: • • • • • •• • c. Conservation cred Its (IBR.IIeat recover; (, Solar DI3P- 1Ndicated I emit putnp) 13. HVAC credits (CF- Ceiling fan, CV -Gross ventilation, HE- Whole house fan, PT- Progra:nmabl a'Thermostat, I4.4Z. C4ifu�llt�lzonne cooling, heating) Cap: 59.0 kBtu/br SEER: 13.00 • • ••• • •• Cap: 31.018tu/br SOP: 1.00• ••,�.. • • •• • is • • • • — • •• •••• • • •••• • • •• • • • • • • • • • • • • •• • • • • *NOTE: The home's estimated energy performance score is only available through the FLAMES cotmpute This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US CEP. 9/DOE Ene►•gyStar desi your home may qualify for energy e, j, iciency mortgage (EW incentives if you obtain .z Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www, fsec. uef, edu for information and a list of certified Raters. For information about Florida's Energy Eh deny Code For Building Construction, contact the Department of Community Affairs at 850/487 I Predominant glass type. For achret glass type and areas, geav version: � v4.5.2 j -S- • - • • • • Cg1t b .gallons • 0.9 • . • •• • • • • • _. •••• 4820 N f.1D(I5 HWY, FT L,ADEERDALE, Phone: 954- 778-2009 Project Summary Entire House MIKEL ABBOTT ENERGY CALCS • n ti Outside db Inside db Design TD For Notes: WHOLE HOUSE si• "n Infd:r atio.... Weather. Winter Design Conditions Building heat loss Ventilation air Ventilation air loss Design heat load Method Construction quality Fireplaces Heating Summary Infiltration 50 DF 70 °F 28893 Btuh 0 cfrn 28893 Btuh Heating Area lumeft 18080 Air chsn�es� 1 ) 115 Equiv. A Heating Equipment Summary Make AMERICAN STAN Trade 2/4TEH3F80A Efficiency (Heating input output Heating temp use Actual heating fan Heating air flow factor Space thermostat GREEN 62 NW 108TH ST, MIAMI SHORES, Simplified Leak Cooling 7 18080 3.0 AFUE 34412 Btuh 34412 Btuh 2000 cf n 0.069 cfm/Btuh Outside db Inside db Design TD Daily range Relative humidity Moisture dtfferenc4: Structure Ventilation Design temperatur'a swing Use mfg. data Rate/swing multipli sr Total sans. equip. load Job: GREEN Data: 11/17/08 By Miami, Intl AP, FL , US Summer Design Conditiong•••• • • •••• •••• • 9g oF • • 15 °F • • L • •••• 50 ligia • •....• 56 tr11b. ••••49390 Btuh • • • • g �� ett a. • • • • • •• Dteh•• 40390 Latent Cook g Equipment Load Sizing Internal gains 1200 Btuh Ventilation 0 Btuh Infiltration 11358 Btuh Total latent equip. l Dad 12558 Btuh Total equipment laid 52946 Btuh 300 Req. total capacity at 0.70 SHR 4.8 ton Cooling :Equipment Summary MI de AMERICAN STAN 2AGH3060 Efficiency 13.0 SEER Sensible cooling 41300 Btuh Latent cooling 17700 Btuh Total cooling 59000 Btuh Actual cooling fan 2000 cfm Cooling air flow fec ;or 0.050 cfm/Btuh Load sensible heat ratio 78 % • • • • BoktaaRe WPM have been Menuulty ovnreld.n Printout certified by ACCA to meet all requirements of Manual J 8th Eci. wraghtschfit Right -Suite Reeldentiel J8 $.8.17 R5Ra1055 2011e Ngv.1900:05:02 C1. 0:1COMCW nigrttsoit HVAG GREN.rtp Ceic = MJ8 Odentatlon = N Pens 1 • • • • • Sensible Cooling Equir meni Loa jPBtng • • • • ROOM NAME Area (ft Htg load (Btuh) Clg load (Btuh) Htg .AVF (cfrrl) Clg AVF (ofnn) WHOLE HOUSE 2127 28893 403E 0 2000 2000 Entire House d 2127 28893 403 0 2000 2000 Ventilation air 0 0 Equip. @ 1.00 RSM 403 0 Latent cooling 125:6 9.111"A I in �e h'7 .looee a;•0.1 a 9nnn 9000 4920 N DIXIE HWY, FT LADERDAI.E, Phone: 904.778.2003 roJeCt'InforMa For GREEN 62 NW 108Th ST, MIAMI SHORES, rmatio Outside db ( °F) Inside db (° ) Design TO (°F) Daily range Inside humidity (%) Moisture difference (gr/Ib) Htg 50 70 20 HEATING EQUIPMENT Make AMERICAN STAN Trade 2/4TEi-13F60A Space thermostat Short Form Entire House MIKEL ABBOTT ENERGY CALLS Clg 90 15 L 50 56 Efficiency 3.0 AFUE . Heating input 34412 Btuh Heating output 34412 Btuh Heating temperature rise 16 'F Actual heating fan 2000 cfm Heating air flow factor 0.069 cfm/8tuh wrightsoft Right-thine Residential .t9 5.8.17 R$R31085 CADONIG1Wnglhisaa HVAC1t3REEN.rtp Cala =NW Onenta0on = N Method Construction quality Fireplaces Efficiency Sensible cooling Latent coding Total cooling Actual cooling fan Cooling air flow fs ctor Load sensible hei it ratio In filtration Job: GREEN Date: 11/17108 $Y: M a k e AMEF t1CAN STAIN' : 22 : • Trade •• •• • 2AGH3080 Babinec minas hers been manually orst►ddden Printout certified by ACCA to meet all requirements of M iinual J 8th Ed. • • • • • •• • Simplified Leaky • •4. • •••• ••• • • • •••• •• • • • Cot ILING EQtII M ItNT : • • • • • • •••• 113.0 SEER •••••• • • .41300 Stull. • 17700 13 is • • 59000 Btuh 0 cfmii;3tuh 76 % 2008.NOU•19 00:06:02 Page 1 • • • • • • • 1 3 4 Room Ceiling �m Ty nerne he dimenalons area Construction O►erirttete HTNI 2127.0 Aloe Sntlre HOuse WIIOLE 0.5 ft 21, 2127,0 HOUSE haat/cool LO ft Load t fta Area MOLoad ) Heat Cool Ones N/P/S Heed 1;ool Groan N t eat Cool 8 13a4aca 279 1080 1A IA MO 1&42 2184 300 13 1075 11 1A0c1em 80.99 2895 11J0 18.42 0 13 Z70 1358 1A 400 11J0 18.42 0 ` i.032► 13 1A 11 I ear 12 • • O 11DD 11.97 '0' , 13 • 0 11D0 11.97 0 1 ' 1 • • 1 • •••• , • • •••• • •• • • i Env8d0pelOs8tain 21273 32690 21273 32898 12 a) Inflittailon 7820 4915 • 7620 4915 b Ventfle0orl 0 0 0 0 13 Internal gains: Occupants CD 230 1380 Q OC O §O a-r Appliance& a 1200 1200 Leas external load 0 0 , Less transfer Redistribution ,aa 0 ' 14 Subtotal 44390 ' 28863 16 Duct (odds 096 0 045 0 TTtel room load 28893 40390 20603 40390 Air required (cftn) 2000 2000 2000 2000 DIXIE HW i4478.200 Right -J8 Worksheet Entire House MIKEL ABBOTT ENERGY CALCS Printout certified b ACCA to meet ell r • ulrements of Nanual J 8th Ed. wry 4'�tsviat Ri ht.Sldtr Residenflat d8 5,8.17 R$RTioss ACAAN CiCOM00Wrfghtoott HVAC1t9RE rrp Cato = MJ8 Orientation = N .lob: GREEN Date: 11/17/08 13y: 2008- t4ou -19 00:052 Paoe 1 ••• • • • ••• • ••• • • • • . • •• • • • • •• • •• • • egA 5'7 m-eo ‘44 Seele- • • S ID • • • • • • • • • • • • • • • • • AIR COOLED SPLIT A/C UNIT SCHEDULE OR PACKAGED Jd 11II f»uTlQNVH 2IIV UNIT DESIGNATION AREA SERVED _14-11-d 5 to i L- f A OPERATING WEIGHT LBS. /e l DESIGN MANUFACTURED e,e((?µ/O Srrnl/D/.er) MODEL NUMBER A A. G /4 3 O‘ d - TOTAL AIR CFM • .,2 ® O VENT AIR CFM ,y, EXTERNAL STATIC PRESSURE IN. OF H2O FAN MOTOR HP (NON - OVERLOAD) / F.L.A. 73/.7S .ELECTRICAL SERVICE AVAILABLE /_ `p s ' / /3d ••• •• ••• SMOKE DETECTORS IN SUPPLY DUCT • 9 MOO GRAND TOTAL CAPACITY BTU/HR. . J� U 4 ° • •••• •. . • • • TOTAL SENSIBLE CAPACITY BTU /HR. 44 30 C) • • ...; ENTERING AIR TEMP. 08/W8 Yb 9 C 7 •• •• • • • .. . • ... , •• . TYPE AND THICKNESS 'rig- /'' • • • ' • • • QUANTITY AND SIZE /iff 6 ELECTRIC HEAT CAPACITY KW (c) NO. OF HEATING STEPS 93. MAX AMPS ( d�� d CCir1003 HIV UNIT DESIGNATION v ..- f TYPE OF FAN fr / • NO. OF FANS AND HP(EA.) AMBIENT AIR TEMPL ED q,5* I NO. OF COMRESSORS / MAX AMPS .670 re . COMPRESSOR F.L.A. (EA.) ,,� . 3 ELECTRICAL SERVICE AVAILABLE / - 6 0 dOh 6 OPERATING WEIGHT LBS. DESIGN MANUFACTURER MODEL NO. 5/47 r�3 ire a fi SEER ./3 REF. PIPING SIZE SUC /LIO. INCH. / '/N/ /4. /-r/ egA 5'7 m-eo ‘44 Seele- • • S ID • • • • • • • • • • • • • • • • • Inspection Number: INSP- 126708 Permit Number: RC -10 -08 -1826 Scheduled Inspection Date: October 13, 2009 Inspector: Bruhn, Norman Owner: GREEN, DANIEL Job Address: 62 NW 108 Street Project: <NONE> Miami Shores, FL 33138- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Addition /Alteration Phone Number (305)762 -5638 Parcel Number 1121360110140 MASTER BEDROOM EXPANSION AND BATH REMODELING Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 09, 2009 Inspector Comments For Inspections please call: (305)762 -4949 Page 16 of 20 FORM 600A-2004R Ene FLORIDA ENERGY EFFICIENCY co City, State: Owner Climate Zone: t predominant glass type. For actual FOR BUILDING CONSTRUCTION Florida Department of Community Affsiirs Residential Whole Building Performance Method A Bi,tit Permitting Office: MIAMI SHORES Permit N umber: durIedicton Numbs r: Project Name: GREEN (108TH ST) Address: 62 NW 108TH ST MIAMI SHORES, FL GREEN South 2. Single family or multi- faznily Single family 1. New construction or existing Addition 3. Number ofumits, if multi- family 1 4. Number of Bedrooms 3 5. Ts this a worst case? No 6. Conditioned floor area (ft) 2127 ft' 7. Glass typal and area: (Label read. by 13404.4.5 if not default) a U- ibctor: Description Area (or Single or Double DEFAULT) 7a(Sttgle Default) 360.0 ft b. SHOC: (or Clear or Tint DEFAULT) 7b. 8. Floor types a. Slab -On -Grade Edge Insulation R0.0, 232.0(p) b. N/A c. N/A 9. Wall types a. Concrete, int Inaul, Exterior b. N/A a. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =30.0, 2127.0 W b. N /A. c. N/A 11. Ducts a. Sup: Unc. Ret: Con AH(Sealed) :Interior Sup. R=6.0,195.0 ft b. N/A (Clear) 360.0 ft I hereby certify that the plans and specifications coveted by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: rf I hereby certify that this building, with the Florida Energy Cod OWNER/AGENT: DATE: R=4.1,1602.0 fU _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. H a< Eleeti b. N/A ft — c. N/A b. N/A 14. Hot water system a. Electric Resistant Glass/Floor Area: 0.17 Total as -built points: 26487 Total base points: 26590 a. Conservation crec its (FR-Heat recover y, Solar DHF Dedicated 1 teat pump) 15. HVAC credits (CF- Ceiling fan, i -Cross vcnlidadon, 1-1F—Whole hoar fan, PT Programmab a Thermostat, MZ- C.Multizom cooling, MZ H Multizon+i heating) PASS Review of the plar s and specifications cove Bred by this calculation indicates camphoric* with the Florida Er iergy Code. Before construction is complelasd this building will bt s inspected •for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE! 0 7 f., glass type and areas, see Summer & Winter Glass output art pages 2&4. Energyeaugels (version: FLRCSR v4.5.21 FIPT§LTATTT, EP 0 3 2009 Cap: 59.0 kBtu/hr SEER: 13.00 13.00 _ Cap: 34.0 kBtau/hr COP: 1.00 _ Cap: 50.0 gallons — EF: 0.90 — PT, CF, FORM 800A-2004R SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 62 NW 408TH ST, MIAMI SHORES, FL, GLASS TYPES Overhar A .18 X Conditioned X BSPM Points Type/SC Ornt Leo t Hgt Arita X SPM X SOF = Points Floor Area - ,. N 2 A 4.0 8.0 36.46 0.84 274,0 .18 8727.0 30.68 11069.0 1.81ng1e, Clear 2singte, Clear N 2.0 4.0 14.0 38.46 0.84 427.0 3.Singte, Clear N : .0 6.0 30.0 36.46 0.90 988.0 4.SIngle, Clear N 5:.0 8.0 15.0 38.48 0.94 514.0 5.Single, Clear N :!.0 4.5 18.0 38.48 0.88 562.0 6.Singla, Clear 14 :10 8.0 15.0 36.46 0.94 514.0 7.Single, Clear E 1,0 9,0 57.0 78,71 0.94 4199.0 8.Single, Clear E :10 4.5 48.0 78.71 0.78 2934.0 9.Single, Clear E t.0 3.5 9,0 78,71 0.70 493.0 10.SIngte, Clear W 2.0 5.0 18.0 70.53 0.81 1032.0 11.Single, Clear W 2,0 8.0 57.0 70.53 0.92 3890.0 12,Single. Clear W 2.0 7.5 54.0 70.53 0.91 3453.0 13.SIngle, Clear 8 2,0 8,0 18.0 66.93 0.87 938.0 WALL TYPES Area X BSPM Points Type Adjacent Exterior 1602.0 2.70 4325.4 Base Total: 1602.0 4326.4 l As -BU11t Total: 1002.0 3708.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Pants 160.0 Adjacent Exterior Base Total: CEILING TYPES Area X BSPM = Points Stab Raised BASE 0.0 0.00 0.0 0.00 25.0 6,40 160.0 25.0 160.0 Under Attic 2127.0 2.80 Base Total: 2127.0 FLOOR TYPES Area X BSPM = Points Base T -tel. 232.0(p) -20.0 0.0 0.00 EnergyGaugee DCA Form 600A-2004R 6955.6 5955.6 - 4640.0 .484 0.0 .0 PERMIT #: 360.0 .. Built Totals ...mom _. .. R Value Area X SPM = 0.0 1. Concrete, Int inset, Exterior 4.1 1102.0 0.0 1.Exterlor Insulated 25.0 6.40 As-Bunt Total: EnergyGauge® 4.5.2 2.32 25.0 180.0 R. Value Area X SPM X SCM = Points Type 1. Under Attic 30.0 2127.0 2.77 X 1.00 As - Built Total: As.Suilt Total: Energy®Quge®NFIaRES FL.RCSB v4,5 2 20016.0 ;1127.0 1. Slab - On -Grade Edge Insulation 0.0 232.0(p - 20.00 232.0 Points 3708.6 5891.8 5891.8 Type R-Value Area X SPM = Points 4840.0 - 4840.9 BASE A SaUILT ..... INFILTRATION Area X BSPM = Points Area X SPM = Points 2127.0 18.79 399863 2127.0 18,79 30966.3 Summer Base Points: 57456.3 Summer As -Built Points;; 66102.7 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Ducat X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (OM x DM I x AHU) 57456.3 0.3250 18673.3 wwPw.Pw�I (sys 1; CentraI Unit 59000btuh ,SEERIEFF(1;10) Ducts: Uri0(11),Con(R),Int(A11),R9.0(INS) 85103 1,00 (1.07 x 1,135 x 0.88) (1,280 0.902 16235.9 65102.7 1.00 1.053 0,260 0.902 16235,9 ' FORM 600A-2004R SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 82 NW 108TH ST, MIAMI SHORES, FL, Ener9yGauge'M DCA Form 800A 2004R EnargyGaugee/FIaRES'2004R FLRCSB v4.62 PERMIT It EnergyGauge® 4.5.2 FORM 600A-2004R WINTER CALCULATIC►NS Residential Whole Building Performance Method A - Details PERMIT #: ADDRESS: 62 NW 108TH ST, MIAMI SHORES, FL, Base Total: BASE ®LASS TYPES .18 X Conditioned X BWPM = Points Floor Area .18 2127.0 3.60 1378.0 1.Single, Clear 2.Single, Clear 3.Single, Clear 4.Singte, clear 5.Single, Clear 6.Single, Clear 7.SIngle, Clear 8.Single, Clear 9.Singie, Clear 10.Singie, Clear 11.Single, Clear 12.Single, Clear 13.Single, Clear As -Built To :180.0 1931.0 WALL TYPES Area X BWPM = Points Type R Value Area X WPM = Points Adjacent 0.0 0,00 0.0 1. Concrete, Int maul, Exterior 4.1 11102.0 1.03 1658.1 Exterior 1602.0 0.80 961.2 1 Elase Total: 1802 0 961.2 As -Relit Total: 11102.0 1658.1 Area X WPM = Points DOOR TYPES Area X BWPM = Points Type Adjacent 0.0 0.00 0.0 1.Exterlor Inautated Exterior 25.0 1.80 45.0 25.0 45.0 ` As-Built Total: CEILING TYPES Area X BWPM = Points Type R Votiue Area X WPM X WCM = Points Under Attic 2127.0 0.10 212.7 1, Under Attio � 2 127.0 0,10 X 1.00 212.7 Base Total: 2127.0 212.7 As -Bola Total: FLOOR TYPES Area X BWPM = Points Type Slab 232,0(p) 2.1 -487.2 1. Slab -On -Grade Edge Insulation 0.0 232.0(p -2.10 -487.2 Raised 0.0 0.00 0.0 Base Total: T.2 As -Built Total: _ A:3 -BUILT EnergyGauge b DCA form 600A-2004R Energyeauge /FIaRES'2004R FLRCSSS EnergyGauge® 4.5.2 _•■•■•■ Overha„g Type /SC Omt Len Hgt Area X WPM X WOF = Point: N ;1.0 4.0 9.0 9,03 0.98 63.0 N ;1.0 4.0 14.0 8,03 0.98 82.0 N :1.0 6,0 30.0 6.03 0.99 178.0 N 1.0 8.0 16.0 6,03 0.99 89.0 N :1.0 4.5 18.0 6.03 0.98 108.0 N 1,0 8.0 16.0 8,03 0.99 89.0 E 1.0 9.0 57.0 4.77 1.02 277.0 E 1.0 4.5 48.0 4.77 1.04 238.0 E 2.0 3.5 9,0 4,77 1.06 45.0 W 2.0 5.0 18.0 5.49 1.00 09.0 W 2.0 8.0 57.0 5.49 1.00 312.0 W 2.0 7.5 54.0 5.49 1.00 290,0 S 2,0 8.0 18.0 4.49 1,02 73.0 21127.0 25.0 1.80 45.0 23.0 45.0 R-Value Area X WPM = Points 212.7 o2.0 -487.2 FORM 600A -2004R WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 62 NW 108TH ST, MIAMI SHORES, FL, EnergyeleugelT DCA Form 600A -2004R EnergyGauga6/FIaREB'2004R FLRCSB v4.6.2 PERMIT #: EnergyGauge® 4.5.2 BASE ASS -BUILT INFILTRATION Area X BWPM = Points immonemi Area X WPM = Points 2127.0 -0.06 -127.6 2127.0 -0.06 -127,6 Winter Basta Points: 1982.1 Winter As -Built Points: 3237.9 Total Winter X Points .q..... System = Multiplier - Heating Points Total X Cap X Duct X System X Credit T Heating Component Ratio Multiplk,r Multip;rer Multiplier Points (System - Paints) (OM x DSM i; AHD) 1982.1 0.5640 1098.1 N..1....x. , (sys 1: Electric Strip 34000 btuh ,EFF(1.C) Ducts :Unc(6),Con(R),Int(AI1),R6,0 3237.9 1.000 (1.086 x 1.137 x 0.86)1.000 0.980 3280.6 3237.9 1.00 1.065 1.000 0.950 3280.6 FORM 600A -2004R WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 62 NW 108TH ST, MIAMI SHORES, FL, EnergyeleugelT DCA Form 600A -2004R EnergyGauga6/FIaREB'2004R FLRCSB v4.6.2 PERMIT #: EnergyGauge® 4.5.2 BASE ImIMNININNIIIMIIMI CODE COMPLIANCE STATUS AS-BUILT impammal WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2273.00 6819.0 AS-BUILT 3 1.00 2323.51 1.00 6970,5 6970.6 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating Points . -a Hot Water Points = Total Points 18673 1098 6819 26590 16236 3281 6971 26407 BASE AS-BUILT impammal WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2273.00 6819.0 50.0 0.90 As-RuIlt Total: 3 1.00 2323.51 1.00 6970,5 6970.6 FORM 600A-2004R EnergyGauge® 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 62 NW 108TH ST, MIAMI SHORES, FL, EnergyGaugew DCA Form 800A-2004R EnergyOaugee!A*RES'2004R FL.RCSB v4.5.2 PERMIT #: I FORM 600A-2004R Code Compliance Checklist Residential Whole Building Performance Method A - Details PERMIT #: ADDRESS: 82 NW 106TH ST, MiAMi SHORES, FL., ,■ - • 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS._,, —: Exterior Windows 8, Doors • Exterior & Adjacent Walls Floors Ceilings Recessed Lighting Fbdures Multi - story Houses Additional Infiltration rags SECTION , 608.1.ABC.1 .. 608.1.ARC.1.2.1 806.1.ABC.1.2.2 800.1.ABC.1.2.3 606.1.A0C.1.2.4 608.1.ABC. 2.5 606.1.ABC.1.3 0A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by till residences.) COMPONENTS ... _ ... SECTION Water Heaters 612.1 Swimming Pools & Spas Shower heads Air Distribution Systems HVAC Controls insulation 612.1 612.1 610.1 601.1 604.1, 602,1 EnergyGaugen" DCA Forrf 600A-2004R REQUI EM1= 8 FOR EACH pRA4TCE — . Maximum-3 ctn/se,ft. window area;,. cfr,Nsq,fI, door eyes _, ^ ._.. Caulk, gasket, weatherstrip or seal between: wlr lows /doors 1 frames, surrounding wa ll; foundation & wall sole or sill plate; joints between exterior wall panels at corners; penetrations; between wail panels & top/bottom plates; between walls and floor. EXCEPTION; Frame walls where a continuous nfitration barrier Is installed that extends from mod is sealed to. the foundation to • e to : plate:,_. —., _ - -• Penetrations/openings .1I8" sealed unless bee red by truss or joint members. EXCEPTION: Frame floors where a continuous - infiltration barrier Is installed that is sealed to the perlmeter,pen adore and seems,... . Between wails & ceilings; penetrations of mien) plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuou It air barrier,, gaps In gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continu00 Infiltration barrier la installed that to sealed at the perimeter, at penetrations and teams. „. Type IC rated with no penetrations, sealed; or' ryas iC or nori -IC rated, installed inside a sealed box with 1/2" clearance & 3" from Insula pion; or Type IC rated with < 2,0 ern from conditioned space, tested. _. Air barrier on perimeter of floor cam between Poore - - -•. Exhaust fans vented to outdoors, dampers; co inbustion spare heaters comply with NFPA, have combustion air, REQUIREMENTS Comply with efficiency requirements in Table 1612,1.ABC.3.11 Switch or dearly marked cir breaker (electrio) or cutoff (gas) must ploy' dad. External of built -in tr ai required. Spas & heated pools must have covers (excert solar heater). Non - commercial pools must have a pump timer. Gas spa & pool heelers must have a minimum thermal efficiency of 78%. Water flow must be restricted to no more they i 2.5 gallons Of minute at. 60 F+BIG. Ail ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, Insulated, and Installed In a cordance with the criteria of Section 610 Ducts in unconditioned attics: P,-6 min_insulalion. Separate readily accessible manual or eutom die thermostat for each system. Ceilings -Min. R-19. Common walls- Frame R- I 1 or CBS R-1, both sides. Common ceiling & floors R-11. Energy0augeefFlaRES'2004R FLRCSB v4.5.2 EnergyGauge® 4.5.2 ENERGY PERFORMANCE L EVES (EPL) DISPLAY CARD i111■. 1 ESTIMATED ENERGY PERFORMANCE SCORE* = 87.1 The higher the score, the more efficient the Mine. lid GREEN, 82 NW 108TH ST, MIAMI SHORES, FL, 1. New construction ca existing Addition 2. Single family or multi - family Single Emily 3. Number of units, if multi family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area {ft,') 2127 Glass typal and arca: (Label regd. by 13- 104.4.5 If not default) a. U- factor: Description Ares (or single or Double DEFAULT) 7a(Sngle Default) 360.0 n' b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 360.0I 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 232.0(p) ft b. N/A a. N/A 9, Wall types a. Concrete, Int haul, Exterior R=4.1,1602.0 ft _ b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R »30.0, 2127.0 lt b. N/A c. N/A 11. Ducts a. Sup: Una. Ret Con. AH(Sealed):Intc riar b. N/A Sup. R=6.0. 195.0 ft _ Address of New Home: City/FL Zip: I certify that this home has complied with the Florida Energy Efficiency Code For nil ling Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be compl tted based on installed Code compliant features. Builder Signature: Date: 12. Cooling systems Cap: 59.0 kBtn/hr a. Central Unit p: SEER: 13.00 b. N/A o. N/A 13. Heating systems a Electric Strip Cap: 34.0 kBtu/bt - COP; 1.00 b. N/A a N/A 14. Hot water systems a. Electric Resistanc r Cap: 50,0 gallons EF 0.90 b, N/A c. Conservation and its (HR.11eat recover (, Solar D13P- Uodlcated I eat pump) 15. HVAC credits (CF- Ceiling fan, (;V -Cross ventilation, BP Whole house fan, PT- Pragrammabl Thermostat, MZ- C- Multizone cooling, MZ•H- Multizone heating) eNOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating, Ifyour score is 80 or greater (or 86 for a US EPA/DOE Fne►gyStar your home may qualify for energy efficiency mortgage (HEM) incentives if you obtain .7 Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at wwwiec. ucf edme for information and a list of certified Raters. For information about Florida's Energy Of terry Code For Building Construction, contact the L)r.,partment of Community Affairs at 850/4871824. w I Predominant Blass typa. For actual glass type and see Su ge (Ve 4on TL ut eS n I pa e . Fri CF, _.. 4920 N 9OgE HWY, FT LADERDALE, Pknne: 954- 779.2003 � rma Outside db Inside db Design TD Method Construction quality Fireplaces Area (ft Volume (fta) Air changes /hour Equiv. AVF (cfm) Project Summary Entire House MIKEL ABBOTT ENERGY CALCS For Notes: WHOLE HOUSE Weather. Winter Design Conditions Heating Summary Building heat loss 28893 Btuh Ventilation air 0 cfm Ventilation air loss 0 Stull Design heat load 28893 Btuh infiltration Heating Equipment Summary Make AMERICAN STAN Trade 2J4TEH3F60A Efficiency (Heating input output Heating temp rise Actual heating fan Heating air flow factor Space thermostat GREEN 62 NW 108TH ST, MIAMI SHORES, gin ,. : .... :: s h ni `I ` or r tatio `ri 50 a 70 °F Simplified Leak+ Ha921 Cooling 2127 18080 18080 347 300 3.0 AFUE 3 Btuh 2000 cfm 0.069 cfm/Btuh Outside db Inside db Design TD Daily range Relative humidity Moisture difference: Miaumi, Intl AP, FL , US Summer Design Conditions Sensible Cooling Equipment Load Sizing Structure 40390 Btuh Ventilation 0 Btuh Design temperatur:> swing 3.0 °F Use mfg. data Rate/swmg multipli sr 1.0 Total sans. equip. Toad 40390 Btuh Latent Cooling Equipment Load Sizing Internal gains 1200 Btuh Ventilation 0 Btuh Infiltration 11356 Btuh Total latent equip. I Dad 12568 Btuh Total equipment laid 52946 Btuh Req, total capacity at 0.70 SHR 4.8 tan Cooling :equipment Summary grade AMERICAN STAN 2AGH3060 Efficiency 13,0 SEER Sensible cooling 41309 Btuh Latent cooling 17700 Btuh Total cooling 59000 Btuh Actual cooling fan 2000 cfm Cooling air flow factor 0.050 cfm/Btuh Load sensible heat ratio 78 % DoAfarare values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrigll,tso'ft Right -Suite Residential J8 5.8.17 RSR31055 CI\ C:ICQMC1Wggftsoft HVACIOREEN.np Cafe MJ8 Orielsfallon m N Job: GREEN Data 11/17/08 BV a 90 5 F 15 °F 50% 56 grilb 2008 -NOw19 00:05:62 Pape ROOM NAME Area (ft Htg load (Btuh) Cig load (Btuh) Htg .AVF (cfrn) Cig AVF (cfrrt,) WHOLE HOUSE 2127 28893 4035 0 2000 2000 Entire House d 2127 28893 4035 0 2000 2000 Ventilation air 0 0 Equip. @ 1.00 RSM 4035 0 Latent cooling 125.8 - rf rA r c .11.1•11 assns e/10.1 R 711AA 90410 4920 N DIXIE HWY, FT LADERDAI.H, Phone: 954.778.2008 nfQrmat sig ma io Outside db (F) Inside db CF) Design TO ( °F) Daily range inside humidity (%) Moisture difference (grub) HEATING EQUIPMENT Make AMERICAN STAN Trade 2/4TEH3F60A Space thermostat Short Form Entire House MIKEL ABBOTT ENERGY CALCS For. GREEN 62 NW 108Th ST, MIAMI SHORES, Htg 50 70 20 Clg 90 75 15 5 Efficiency 3.0 AFUE . Heating input 34412 Btuh Heating output 34412 Btuh Heating temperature rise 16 °F Actual heating fan 2000 ofm Heating air flow factor 0.089 cfm/Btuh Method Construction quality Fireplaces plat�tf�It�M Infiltration COCILING EQUIPMENT Make AMERICAN STAIN Trade 2AGH3080 Efficiency 13.0 SEER Sensible cooling 41300 Btuh Latent cooling 17700 Btuh Total cooling 59000 Btuh Actual cooling fan 2000 cfm Cooling air flow f2 ctor 0.050 cfm/t3tuh Load sensible he It ratio Botd/lndle values fees been nlanaaly omrWdsn Printout certified by ACCA to meet all requirements of M finual J 8th Ed. wrig. htso Fit Right-Suite Readdenhal .18 6.8.17 R3R31055 AWN C:1COmll:twrightt o t HVAD93R N.np Cale = MJe Onenta0on = N Job: GREEN Dstgi 11/17108 BY: Simplified Leaky 76 % 2008 -Nov-19 00:06:02 Page 1 4920 N DIXIE HWY, FT LADERDALE. 1 2 3 4 5 12 13 14 15 rne �Rxopoom nna C fing height Room dimension Room area Ty Construction number 13A.4oca 1A -c10m 1140 139.40ca 1AC10m 1140 13A -flocs 1A clom 11.40 13A -40c5 1A -clam 1140 128-06w 11D0 139 -flocs 1100 22 Envelope loa8/gain a) 111519311011 D Ventilation Internal pins: Less external load Leas transfer Redistribution n Duct loads Total room load Alr required (cTm) Right -J8 Worksheet Entire House MIKEL ABBOTT ENERGY CALCS mums; 8644792008 0.143 1.270 0.800 0.143 1,270 0.600 0.143 1,270 0.800 0.143 1.270 0.600 0.097 0.390 0.143 0.390 0.032 1.368 or O p n HTM (g Heat Cool 2.85 26.40 12,00 2.88 26.40 12.00 2.86 25.40 12.00 2.88 26.40 12,00 1.94 7.80 2.08 7.80 0,64 27.18 1� 2.79 34.65 1142 2.79 90.99 18.42 2.79 37.75 18.42 2.79 90.90 18.42 1.74 11.97 1.13 11.97 1,73 0.00 wr-� �1 p � Rwid ar%ai d8 5. 8.11 R8Pt31 C ICOM C1WrfgMsolt HVAC np Calc = MJe Orientall = N Entire HOuse 232.0 ft 8.8 ft 2127.0 11 or pamZer (ft) Gross N/P/S 490 88 25 490 114 0 490 10 0 490 125 0 0 0 0 0 2127 379 a 28 378 24 0 474 16 301 0 0 0 0 0 0 2� 0% 1084 2104 300 1076 2806 0 1356 409 0 1032 3277 0 0 0 0 0 d Load Heat l:ooi 1087 2980 481 1048 9040 0 1322 554 0 1007 11738 0 0 0 0 0 1381 3869 2127 8301 0 2'127 21273 92090 7920 1 00 O 0 0 0 0 2889 4039 O 0 28893 40390 2000 2000 4915 area or pert Orosil 400 88 25 .1.90 114 0 490 Printout certified by ACCA to meet ail requirements of N anal J 8th Ed. Job: GREEN Date: 11/17/05 By: 4:90 129 0 m - star (ft) NIP/3 379 0 25 378 24 0 474 16 0 341 0 0 0 0 0 2127 232 Load (Btuh) Heal 1084 2184 300 1075 2899 0 1356 406 0 1032 32 Q 0 0 0 0 1361 8301 • 21273 7020 0 0 a 28893 0 28093 2000 Cool 1067 2980 461 1048 9040 0 1322 554 0 1007 11739 0 0 0 0 0 3888 0 32888 4915 0 1360 1200 0 0 0 40390 0 40390 2000 WHOLE HOUSE 232.0 ft 0,5 ft 2127.0 x 1.0 ft 2127.0 fta 18 0 0 0 0 8 1 0% 2003-Nov-19 00:08:02 Page 1 exid 5 V"4-io T dn/ /3 5e,efA- AIR COOLED SPLIT A/C UNIT SCHEDULE OR PACKAGED UNIT DESIGNATION fr/f-v AREA SERVED 5 to ,Lmi OPERATING WEIGHT LBS. /e DESIGN MANUFACTURED fly <CAid sr-en MODEL NUMBER a A. G. l4 3 DCo C} _.. TOTAL MR CFM - _. ,7 0 0 .. - _.... _.._ VENT AIR CFM /1/f EXTERNAL STATIC PRESSURE IN. OF 1120 : 5a FAN MOTOR HP (NON - OVERLOAD) / F.L.A. 73/) 7 ELECTRICAL SERVICE AVAILABLE I•AQ ° )O$' /y30 SMOKE DETECTORS IN SUPPLY DUCT GRAND TOTAL CAPACITY BTU /HR. 5 0 a e7 TOTAL SENSIBLE CAPACITY BTU /HR. 41..E 3 O d ENTERING AIR TEMP. 08/W8 ilkag 1'b 9 ,71 TYPE AND THICKNESS �,'J- !'' QUANTITY AND SIZE e /qP6 ELECTRIC HEAT CAPACITY KW /d NO. OF HEATING STEPS 2- MAX AMPS 6 d /G, d UNIT DESIGNATION Co- f TYPE OF FAN . �'�e e NO. OF FANS AND HP(EA.) / AMBIENT AIR TEIAPL BD OS 7 NO. OF COMRESSORS / MAX AMPS � /re COMPRESSOR F.L.A. (EA.) 3 ELECTRICAL SERVICE AVAILABLE / -‘6 dal ?34 -� *7 .x 4-3 /aL d fi- OPERATING WEIGHT LBS. DESIGN MANUFACTURER MODEL NO. SEER / 3 REF. PIPING SIZE SUC /LIO. INCH. / '/:/ If,- /,- / exid 5 V"4-io T dn/ /3 5e,efA- °CoIztlb Oaej OW tin 908- COD BUILDING PERMIT APPLICATION FBC 20 Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Villa • e FOLIO /PARCEL # City State Qualifier Name Contact Phone Architect/Engineer's Name (if ap ' 'cable) Value of Work For t Type of Work: Describe 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 foe ;1/41 (Al 0 County E -mail Violation date: Miami -Dade Master Permit No. Phone # Phone # Phone # JUN 1 8 2010 Permit Type: BUILDING ROOFING /� ' Owner's Name (Fee Simple Titleholder) D tQ i ( e evi Phone # S ��? 2 " 3 T< Owner's Address � Co 2-- ►J W t O" S1' Cit fr' ( ( v Qte. 1 State Ft. Zip '715 l 10 2c Zip Is Building Historically Designated YES Flood Zone Contractor's Company Name r Contractor's Address Zip Phone # State Certificate or Registration No. Certificate of Competency No. Square / Linear Footage Of Work: ❑New ❑ Repair ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ** * * * * * * * *** * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ / � CCF $ CO /CC $ Notary $ 6W Training /Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ Structural Review. $ 60, Total Fee Now Due $' L AO 4( See Reverse side - Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Owner or Agent Contractor The foregoing instrument was acknowledged before me this / The foregoing instrument was acknowledged before me this day of iMwvt bl , 20 10, by D AK; ICI,— (v fZ-r,..6"/ , day of , 20 , by who is personally known to me or who has produced Pt_- \D who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. �fi�fiin�n�Pl` i!rirrrrrrb, NOTARY PUBLIC: Sign: C Print: My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) .... �. of O `P; \\`0 Signature NOTARY PUBLIC: Sign: Print: My Commission Expires: M 6 / Sir, Plans Examiner Zoning Engineer Clerk checked stephenbrasgalla architect, p.a. LETTER OF CLARIFICATION Date: June 16, 2010 To: Building Department Miami Shores Village 10050 Northeast 2n Avenue Miami Shores, Florida 33138 Tel. 305 - 795 -2204 Fax. 305 - 756 -8972 Re: Permit No. 08 -1826 Green residence 62 Northwest 108 Street Miami Shores, Florida 33168 Dear Plan Reviewers & Inspectors, I am the Architect of Record for the above project. I have also been retained by the Contractor as a Special Inspector for limited portions of the work. Please find plan revisions which reflect as -built conditions on the jobsite, as requested by the Owner. Window and door product replacements have been made and the Miami Dade NOA documents provided. The jamb conditions for certain doors have been revised. The roof peak framing at the west end of the residence has been clarified and detailed. I have observed that partial trusses A -8 and A -9 are bearing as intended on a raked concrete tie beam. The Contractor has adapted the geometries in the field as required by existing conditions to make the revised roof pitches resolve. They are strapped with (2) 1/8" X 1" anchor straps. Install a minimum of (3) 1 /4" X 1 -1/2" tapcons to the vertical face of the concrete raked beam. Install a minimum of (4) 10d nails to the truss, each strap. Please see revised sheets A -1 and A -4, dated 6- 11 -10. Thank you, and if I can provide any additional information, please let me know. Please add this letter to the permanent permit record for the job. • •• •.• • • • • • •• I • • • • • • • • • • • • AIM ■11 • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • •• •• 0 •• • • • ••• • • , 6 3 1 2010 6991 West Broward Boulevard Suite 104 • P1ai 4ticon, rlorfda 33317 954.614.3801 Florida License No. AR12239 COUNTY MI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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 AM 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 "FD -101" Outswing Aluminum French Door w /.Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an 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 manufacttar Tr its iiis ribtttors and shall be available for inspection at the job site at the request of the Building:Official.: • • This NOA consists of this page 1 as well as evidence sheet. E -1 and approval document meritiorfed stbcrvet • • The submitted documentation was reviewed by Ishaq I. Chanda, P. E. ••• ' :• • ••s • • • • . : iloA:No. oI- o6zs.tO Reviewed for general compliance w' . esign intent only. Contractor shall field verify: p�O Rile: Q�,tOber�, At existing conditions and shall •lely responsible for all aspects of jobsite • !!tt installation. Install strictly per ma�rers specifications and as further notated on Approval Date: October X18, too, the enclosed d••�me bon. Page 1 d Review n a•f• Date MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAMER. BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com ... • • • • • • • • .•. • • • • • • • • • . • • • . • •.. • • • : j • • . • •• • . • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6).Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06- 21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No 03 - 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 •.. •.. . • • • • • • • •••... •• • � • • : .. . • haq L C6anda, P.E. •'. •: • Product Control E mintr • g' A1hTo. 0T-042911 • Api4ition Mite: datoder Y$, 2pq Approval Date: dctobor 28, 2007 • 0 . • • • • ... • • • • • • • • • • •.• • • • • .• . • . . . S. • • • • • . • • •.. • • • • • • • • • • • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402 "I; CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465"1 CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS PLUS AN :090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) UTE OF 3/16" HEAT STRENGTHENED GLASS D. 7116" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE ORS MAXIMUM PLUS (1) LITE OF 3116° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS. TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: O XX XO. ox, OXX, OXQ, AID OXXO. 4. ANCHORAGE THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA. 04- 0721.01, 03- 0225.05. ANSUAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA: BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1: OR 2. PREVAIL& B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1.. SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE UTE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. ••••. • ••••• . S • DCDNI ell • • ••• •••••i • • • • • •• • as •• *.-1/8 "ANNEALED OR Qd3L OR HEAP STRENOLIIE " ■ • • • • •.090 PVB, D�AYER • • • • • • pUPONi BLITAGITE OR SOFLEX/KEEPsI ENIAXIMUM .•••.• • •••• 00000 a• ••• • • •• • -- .402 --� 112" GLASS TE •••• : 3/8" LAMI NOM, GLAZING OPTION A OR B, NOTE 1 EXTERIOR INT. - 3/16" HEAT STRENGTHEN() GLASS 112" GLASS BITE A A EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM .465 I-- A 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 1p Rand:* FA Woad Br P A fanklatie Radabee B Cbooladily txARIFY ea: 0FGLASS. °MALL THICA E88Ak0GRASBBIIE ADD Gan BITE DAL 7060JAZI4TGDETALB,AIX :MASS DE4 Mr. REVISE AWE $. =Ass Drumm ADD NOTE a 7 1070 TECHNOLOGY DRIVE J FL 842t5 PAX 8QX 1529 NOMA F1.34274 FIGT. Dmonant NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT AP. 1.K e.aI d 10 11005 -1 B NOA DRAWING MAP TOPIC SHEET GENERAL NOTES I CONFIGURATIONS....— 1 GLAZING DETAILS 1 DESIGN PRESSURES... „ ELEVATIONS 3 VERT. SECT ON3.:. »..: 4 HORIZ SECTIONS.. 6 PARTS LIST 6 EXTRUSIONS. 6.7 ANCHORAGE 8-10 Approved Merida as � with the Date C1 Of 7907 NOAH 01— d 4 Z# 4' Miami Dade Product Contra! ” e I. t•..l, K,L K L park, P.E. PE #39712 St/upturn! • • S • • o • • .• • • S. 2° 25 1/2" 27 1/2" 291/2" 2 31 1/2" 2 331/2" ... 1P2" :6 112" 'SINGLE 0 WIDTH SIDeUTE - 10"3f44" . ... I •••• S • • •• - TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, XXO OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LFfE CONNECTIONS X WIDTH XX WIDTH 3° 371/2"' 8° 71 3/4" O WIDTH X WMDTH • -• weree" brat* Z e sx FX FJC 27 3/4" 36118" 38 3/4" O WIDTH I 36 3/4" XX WIDTH 4° 47 314" 51 3/4" 55 3/4" 5 59 3/4" 9• £.3/4" •1 839.314" 4 " min/4" 1+•• 21 3/4" 1 •4.1/8" • ` Robes DOORS WITH GLASS TYPES A, B, C OR D HEIGHT 6 -793/4 +75.0 -75.0 SINGLE SIDE CITES WITH GLASS TYPE A +75:0 +75.0 +75.0 -75.0 -75.0 7 -83 3/4" +75.0 +75.0 +75.0 +74:9 -75.0 -75.0 -75.0 -74.9 87 3/4" +75.0 -75.0 +75.0 +71.4 +70.4 -75.0 +63.1 SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 -75.01+75.0 75.0 1 +75.0 -75.0 -75.0 ( +75.0 -75.0 TABLE 2.. DESIGN PRESSURES FOR COMBINED: DOOR / SIDE. LITES ONLY A APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX& OXXO (THE LOWER DP FOR THE DOOR OR SIDE UTE PREVALS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B,CORD HEIGHT 8 793/4" +58.6 +54.9 +51.7 +49.0 +43.1 . e +34$} -58.8 -54.9 -51.7 -49.0 -43.1 .38.1 -34.0 +T9:e 0 76.0 +32i.a -`AZ:4 +64.6 .64.5 to $2. !62.9 + -55.2 +34.0 -34.0 7 833/4 +55.4 +51.8 +48.8 +46.2 +43.1 +38.1 +34.0 +75.0 +8$.5 +61.0 +49.9 +35.2 +34.0 -55.4 -51.8 -48.8 -48.2 -43.1 -38.1 -34.0 -75.0 ;68.5 -61.0 -49.9 -35.2 -34.0 873/4" +52.4 +49.0 +46.1 +43.8 +41.5 +38.1 +34.0 +75.0 +65.0 +57.8 +47.2 +352 +34.0 -75.0 - 71.4 -70,4 -52.4 49.0 -48:1 -43.8 -41.5 -38.1 -34.0 -75.0 -65.0 -57.8 -47.2 -35.2 -34.0 95918E9 TABLE 2AF t1911224L955N0 OA 1E0505 RONK V1921109 L05191tiGtA547fPEE M X55219012011OIEBOAOAA 546 REVEENOTE1, 2&aADDNOTA71118Tmt4BiE1MD2 1E11GE MAX 51290& BN 'M®AAd1:1l:A11. DPSFORTABLE2 8!21!117 I 913/4" +75.0 -75.0 +75.0 +67.6 +66.6 91 3/4" +49.8 +46.5 +43.8 +41.4 +39.3 +37.5 +34.0 +75.0 +61.9 +55.0 +44.7 +352 +34.0 -75.0 -87.6 -:6 -49.8 48.5 -43.8 -41.4 -39.3 -37.5 -34.0 -75.0 61.9 -55.0 -44.7 -352 8°- 953/4" +75.0 -75.0 +75.0 +64.2 8 - 95 3/4" +47.4 +44.3 +41.6 +39.3 +37.3 +35.8 +34.0 +75.0 +59.0 +52.4 +42.6 +34.4 +34.0 WO TECHNOLOGY DRIVE /MOM FL MEV P.t2 EKOC 1029 /iO e . R 94274 -75.0 -64.2 - 83:1 -47.4 -44.3 -41.6 -39.3 -37.3 -35.6 -34.0 • + 7 GLASS TYPES A, B, C OR D T5.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 -75.0 -59.0 -52.4 -42.6 -34.4 -34.0 -34.0 NOTES: A1. GLASS TYPES: A. 3/8" LAMI (V8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8' HS, .090 PVB. 3116' HS) C. 7/18" LAMI (3/16" A, .090 PVB, 3/16° HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE UTE WIDTHS FOR TABLE i OR 2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH =1091/2" MAX. XXO!OXX WIDTH =107 3/4 MAX. OXXO WIDTH =143 314" 3. SINGLE DOORS 33 5/88" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 4i 5. EXAMPLES OF COMBINED DOOR AND SIDE UTE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x HIGH SINGLE DOOR WITH 29' SIDE UTES DESIGN PRESSURE _ +67.61 -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2" SIDE UTES DESIGN PRESSURE _ +70.4/ -70.4 PSF EX. C FROM TABLE 2 OXO WIfH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE = +43.61-43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4' WIDE x 80"' HIGH "DOUBLE DOOR WITH 26' SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF 8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH LE REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL. 112.1c„T" DESIGN PRESSURES INN ALUM. FRENCH DOOR & SIDE LITES, IMPACT e.r.ea"e FDlD s 10 a"+.tes 11x1 Ras B Approved es erompipistg veldt the Florida Date NOM Nand Dodo Prodod Conbv °"' 45 1 4 I I � It Robert L Clark. P.E. PE #39712 Structural • • • •• •• • • • •• • • • • •• • • ••• • •.•.. • as •• • 40' •••• •••• • • •• • 731/2" MAX : • 36 3/4 - MAX. " SEE "arE 4 OXORX0 37 112° MAX. A 84318' MAX. DLO TYP. 95 we MAX. FIT. TYP • A �-I xX y4 X •••• • 109112° MAX. 363/4' 36314" MAX. --FSEE NOTE 3 *-1 �- - I/4" MAX. 24 9/18" MAX. DLO (TYP) I MAX. 3/4" III MAX. SEE NOTE 4 G • •••••• • 1. FOR A 4C GE Dews 06E SHEETS 8 THROUGH 10. 2. FOR HeIVEONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • • •1 SIDE LEES DVERLAPICeANDOX' DOORS BY 314" WHEN ASSEMBLED TO MAKE 'X0', 'Car, OXO' 'XX0', '0)0(' AND'OXXO' CONFIGURATIONS. 4. REINPQ { MENT LOC SIDE LITE TO DOOR CONNECTIONS (SEE APPUCASIUTY SHEET 2). 5. CLEAR OPENING FOR 7C AND'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5. 848) MC' DOOR = DOOR WIDTH/2 -4.079) A orate* J.J. Oradis FL growsx FA 0.•n Kfc SAVOY ••r CDRRECTVERACAL DLO AHD FDJ•I (SAS ADDDL080ASFOR rAvR ■tiD39EinuAapare n.onai /DEAD BOLT AAD 7PACIGHOW.AMT. now 8121/07 10707ECHMILODY NOSWALIt R3Cd73 Ra BOX MS har0M01, A 304 143 3/4" MAX. SEE NOTE 3 oxxo DOOR DLO HEIGHT = HEIGHT -11- -318" A DLO WIDTH X' = DOOR WIDTH - 1215118" DLO WIDTH'XX' = DOOR WIDTH/2 - 11.5116" SIDE LITE DLO HEIGHT = HEIGHT - 11318' A DLO WIDTH = WIDTH -31M" ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT •. NTS 3 d 10 ` 11005.1 I B 36 3/4" MAX. " 1 E \ , X ACT. SEE NOTE 4 95 3/4" MAX. (TYP.) /spin or ,:.:..:.na;d tiuB n'itA for rYa. 34d.' rte au OCT l 4 trta• >: bare P v n;eA .?a*pot Ens '1)r0 0 s s CD 0 ‘ /r /XINACT. • • • •• •• • • • •• • • • • •• • • ••• • •.•.. • as •• • 40' •••• •••• • • •• • 731/2" MAX : • 36 3/4 - MAX. " SEE "arE 4 OXORX0 37 112° MAX. A 84318' MAX. DLO TYP. 95 we MAX. FIT. TYP • A �-I xX y4 X •••• • 109112° MAX. 363/4' 36314" MAX. --FSEE NOTE 3 *-1 �- - I/4" MAX. 24 9/18" MAX. DLO (TYP) I MAX. 3/4" III MAX. SEE NOTE 4 G • •••••• • 1. FOR A 4C GE Dews 06E SHEETS 8 THROUGH 10. 2. FOR HeIVEONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • • •1 SIDE LEES DVERLAPICeANDOX' DOORS BY 314" WHEN ASSEMBLED TO MAKE 'X0', 'Car, OXO' 'XX0', '0)0(' AND'OXXO' CONFIGURATIONS. 4. REINPQ { MENT LOC SIDE LITE TO DOOR CONNECTIONS (SEE APPUCASIUTY SHEET 2). 5. CLEAR OPENING FOR 7C AND'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5. 848) MC' DOOR = DOOR WIDTH/2 -4.079) A orate* J.J. Oradis FL growsx FA 0.•n Kfc SAVOY ••r CDRRECTVERACAL DLO AHD FDJ•I (SAS ADDDL080ASFOR rAvR ■tiD39EinuAapare n.onai /DEAD BOLT AAD 7PACIGHOW.AMT. now 8121/07 10707ECHMILODY NOSWALIt R3Cd73 Ra BOX MS har0M01, A 304 143 3/4" MAX. SEE NOTE 3 oxxo DOOR DLO HEIGHT = HEIGHT -11- -318" A DLO WIDTH X' = DOOR WIDTH - 1215118" DLO WIDTH'XX' = DOOR WIDTH/2 - 11.5116" SIDE LITE DLO HEIGHT = HEIGHT - 11318' A DLO WIDTH = WIDTH -31M" ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT •. NTS 3 d 10 ` 11005.1 I B 36 3/4" MAX. " 1 E \ , X ACT. SEE NOTE 4 95 3/4" MAX. (TYP.) /spin or ,:.:..:.na;d tiuB n'itA for rYa. 34d.' rte au OCT l 4 trta• >: bare P v n;eA .?a*pot • • • • EXTERIOR MAX. DLO © N� SL SECT. B-B VERTICAL MAX. SIDE CITE HEIGHT INTERIOR SL VIEW G-G CORNER ASSEMBLY Approved as complying with the Florida &Win Cods [WO Orr 2407 ROM el— 04 FT. JOS Woad Dade Product Control tanden Mod I* FX OEN AvAirss R B sc>esr. Road* psla AMA= At &Yl0> A INKIN001031.110421.0W HEAD SECTION AT CORNER A Y FJG 7 JJ. 1* 0W7 I 3ON P.O. wet= NOKOM114 it NM Viltrbly Bever EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT saw ar ( 1/2x 4 a 10 11005-1 I B 1 t GJ L Robert a Mork, P.E. 712 Structural • • • • • • • • • • ► •••• • •••• • • • • • • I •••• • •••• qrseditx Fx was* steemSp Fx FJC Coto MAX DLO • • ReAsione MAX. SL WIDTH • E SL SECT. E-E • • • • • HORIZ. (DOOR W/ SIDE LITE) SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) NC1 ADD WWI e wv +IJIE'AV SEA Es efE"m8€Cr.FF SECT. 0-D HORIZ. SEE TABLES 1 AND 2 AND NOTES ON SHEETS 182 FOR APPLICABILTTY tort NORMA RANOW P.O. INIX A 1� MAX SL INTERIOR EXTERIOR MAX 010 SL SECT. F -F HORIZ. (SINGLE SIDE LITE) VERTICAL SECTIONS Ala ALUM. FRENCH DOOR & SIDE LITES, IMPACT Na asr tno9 11 d 10 11005.1 B Approved es C MYmB»�tk Doty NO Dade Product Control // l C4tiu..ta //1 / 1- , r� Robert L P.E. PE 639712 Structural ITEM DWG # POT# DESCRIPTION 80 920D 692011 SIDELTTE HEADER 61 921D 6921 SIDELITE SILL 62 9168 60381 SIDELITE JAMB 63 1155 781 PQA #8 X1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 989 7999 SILL GASKETS (STOCKING #70999) 66 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTING BLOCK, 3/32" X1/4" X 1" W /PSA 71 71267K SETTING BLOCK, 1/16" X 1/2" X1* W/PSA 72 4222A 64222 BEAD, 7/16" 73 988 6986 BEAD, 3/8" 82 988 64986 BEAD, INTERIOR 93 1224, 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAM! - lir A, .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI - lir HS, .90 PVB, 3116" HS 97 GLASS, 7/16° LAMI - 3116" A, .90 PVB, 3/16" HS � GLASS 7/16" LAMI - 3/16" HS, .90 PVB, 3118" MS 11006A L41106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK ITEM 2 3 4 6 10 11 12 13 14 15 18 21 22 24 27 31 41 928 41 �I1<45 ► 63. t• . 47 .4• 52 . 41 * 931 • 54 F.K Mood BP FX gam* RIC DWG # 943E 1010 7070 11000 1670 11004A 11 1A 11002A 11003A 915D 1010 1140 1048 1118 7070 910D 911E 917 1178 913A 1130 914A 1023 3412 9838 984E 113 • "39 aa1$ 957 1118 Date PGT# 60411 8Q300 87070K 7955X 7938X 7956A 7832X12FP)P 0995 6533016 011000 671670 611004M 411001A 411002A 411003A 78X112PSATS 71048 41721N 710X34PFA 87070K 6910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7 $90NUTA 60379M ., 7834FPT 70997 41Tm 76X12FrAW 74U ILOK • AVE: I:D2PTAY 601180FS • 417x23 • MAN j�10 • Q i0 44PFA J.J. ammo tam DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #832 X .500 PH. FL MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE N JECTKON MOLDED) ACETAL SPACER :095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) .190 X:375 HIGH REINFORCEMENT 1.000 X2.750 0.650, 6061-T5 #8X1.500- PHSQA /S JAMB SCREW COYER CAP STRIKE PLATE INSERT #10 X.750 PH. FL SMS BULB WEATHERSTRIP .187 X.300 HIGH DOOR PANEL TOP & BOTTOM RAU- DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.625 PH. FL. SMS TRUSS CLAMP 5/16 -18 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL. #8 X.75 PH. FL TEK GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) WSTP., ..187:X.250 HIGH, FINSEAL SLIM BOLT ASSY. (INACTIVE PANEL ONLY) • 'x.apo MK SMS TYPE: BDS SILL DUST PLUG (INACTIVE PNL) DOOR3'ANEL ASTRAGAL 1 (OUTSWING) b& T4'PANEL ASTRAGAL 2 ( OUTSWING) MI Q-LON .190 X.200 HIGH MN SUPPORT ASSY. (41707 & 41708) #1X4750 PH. FL SMS #P•T.I:OC.K ASSY. $1,410 6R SLEEVE PL. INSERT (INACTIVE PANEL) DEMBOLT STRIKE PLATE #40 X s750 PH FL SMS TIANDtE STRIKE PLATE #10 X.750` PH FL SMS NO CHANGE TKO SEEK ADO ITEM SO3 DEAD BOLT MO711.401VEPARRI& Oar oJ1O/4f. 8/21/07 1 laro TECHNOLOGY ORME 010100104 F1 SOW P.O. BOX IWO NOKOA=R.31274 fl :380 LOSS -1►'�� OUTSWING THRESHOLD '1 CHANNEL COVER 8083 -T8 I I I 1.000 .650 � + 25 j 2 TUBE MULL 8063-T5 Visibly &r r PARTS LIST T ALUM. FRENCH DOOR SIDE LITES, IMPACT RHei 1 I 6 d 10 1 6'4414 110054 I B Appeared as emptying hb6 the Florid• 8otdio Coda Maud Dade Ptadast General i et.,, 1. ( I.�u,J 4:626 • .• w • • 4.000 • • • . •• •• 11 br•d•x t>r. .mil FJC Nate* E6: � 2 . 3 7 DOOR PANEL f 0 TOP & BOTTOM RAIL �• ./ 6083 45 655 3.111 3 . .550 .050 8 1 r e-3 " -- 1 i 1.272 • , 0r4 • • • • • • • • j 41 FRAME HEAD T6 • • •. • • • • • •••■• • •. •••• • •. .0PP �J. . OUTSWING HRESHOLD • 6083 -T6 roomaare tae.rims 9 8/(4:47 Bete 2112107 Oraheax 4.726 • • • • ■ 4.100 FILLER HEAD ADAPTER 6063 -T6 1.479 •• 1 + -1.750 DOOR PALL SIDE RAIL 6063 -T5 TRUSS CLAMP 6083 -T6 5.459 6.085 4.726 4.100 O SL HEADER 6063 -T6 NO064223Efl69 T. ADO Tear 70/h7d2D6G!AS9r DO8tTOIlanJO, S1.44 45662 821107 I 1.750 1 .750 4:675 DOOR PANEL INTERIOR ASTRAGAL 8063 -T5 3 --� 1.. --.558 863 :050 4.675 3/8' GLAZING BEAD 6083-T5 0 7/16" GLAZING BEAD 73 6083 -15 075 .075 .750 T 107D7LOQYDiDVE NoKOSSEC A. $4V3 P.O. Eltpc 1529 NaKoM3 A$074 SL SILL $ 6063.T6 P Visibly Beeper DOOR PANEL 45 EXTERIOR ASTRAGAL 6063 -T5 1 — —4 1-0-.528 .050 .683 4.588 5212 4.100 i 1 4.728 adaNac • Sacs Acne PO101 1/2x 7 d 10 O DOOR FRAME, JAMB 6063 -T6 r 2.980 1 SL JAMB 6 B ADAPTER 6063 -T6 EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT •ar. 11005 -1 050 .250"-•^1 F" 37 WEA STRIP CH ANNEL 6083 -T5 0.375 .125 Approved as cbmptyieg witb the Florida guiding Coda Date of Nona Moral Dade Zytt..7 } .9.3NOZ BMW c .. . X 71" .. RR/\ / t XX .. .... \\ / r X. MX .. X .. . - X }------ .9. 3NOZ 61NYI' < T o % it it •• • • •• • ••• • • HEAD ZONE "C" l x 1___ SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD oxo • � •••• • �• • • • \ • a• • • • • • • • • r • • • I • • • • •i•/► `SILL . •• .•• • • � : �cONE --*—• • `'.911 ZONE ZONE "F" • • S €TtJA& 7�SFtI' 9 • �, _ HEAD HEAD ZONE "D' t ZOE "D' I XX SILL _1 SILL ZONE "D" ZONE "D" SEE TABLE 4., SHT. 9 � ZONE "D t ZONE "F" f ZONE � SEE TABLE 7.. SHT. 9 I ZONE "E" I SILL ZONE 'E" SEE TABLE 5:, SHT. 9 its ILL a z N to • :.`APPROVED pR TYPE9AI8ti :• • t 1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANC HORS 3. #12 SCREWS ;ANCHOR QUA 1EE ARE RASED SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. • • • • •IAMBS (ALL.); 031/4" MAX ff O CORNERS AND 231/8" MAX. O.C. HEAD 819l11., OF DOORS: 8' MAX - FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C. HEADS S SIDE UTES: 6" MAX FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. I ZONE ' I ZONE "E° I / < XOOR Ox L._ SILL ski ' ZONE ''D'' 'E" SEE TABLE 8:, SHT. 9 HEAD ZON -z 20 t ZONE z E 'F' i ON 1 � ZOE -t — ZONE "F" ZONE Z E � SILL SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT, 713/4"W IOC DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE UTES 'B" AND 'E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS: B. 71 3/4" x 83 3/4' )OC DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F' ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Approut ceet= Date Florida p 4io row 47 ie Miami Dade Product (; ••t a d : 5 at Resedtto PAC DatatiOs F.K tyro ZWN07 gotokar Mekong NDcapetY3sDosSNEEr. CIONGEWOR'OrANCHORZONERZOMWTOV. ACIDANC11ORTYPES TOSOUI7 L 8101 I 107071lOwOLOSY DRAW NOICOMIS,FL ?.{L 69X1529 r 1134274 Visibly Better Dootace ANCHORAGE, CONFIGURATIONS INM ALUM. FRENCH DOOR & SIDE LITES, IMPACT _ F0101 ` NTS 8 d 10 11005 -1 B a.wra L Clark. P.E. PE #38712 Structural JAMB ZONE 'A" JAMB ZONE "A' JAMB ZONE "B" / _XXO OR 1 OXX f .8 3NOZ eP4vr -JAMB 2 \ \ l / • • •• • ••• • • HEAD ZONE "C" l x 1___ SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD oxo • � •••• • �• • • • \ • a• • • • • • • • • r • • • I • • • • •i•/► `SILL . •• .•• • • � : �cONE --*—• • `'.911 ZONE ZONE "F" • • S €TtJA& 7�SFtI' 9 • �, _ HEAD HEAD ZONE "D' t ZOE "D' I XX SILL _1 SILL ZONE "D" ZONE "D" SEE TABLE 4., SHT. 9 � ZONE "D t ZONE "F" f ZONE � SEE TABLE 7.. SHT. 9 I ZONE "E" I SILL ZONE 'E" SEE TABLE 5:, SHT. 9 its ILL a z N to • :.`APPROVED pR TYPE9AI8ti :• • t 1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANC HORS 3. #12 SCREWS ;ANCHOR QUA 1EE ARE RASED SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. • • • • •IAMBS (ALL.); 031/4" MAX ff O CORNERS AND 231/8" MAX. O.C. HEAD 819l11., OF DOORS: 8' MAX - FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C. HEADS S SIDE UTES: 6" MAX FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. I ZONE ' I ZONE "E° I / < XOOR Ox L._ SILL ski ' ZONE ''D'' 'E" SEE TABLE 8:, SHT. 9 HEAD ZON -z 20 t ZONE z E 'F' i ON 1 � ZOE -t — ZONE "F" ZONE Z E � SILL SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT, 713/4"W IOC DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE UTES 'B" AND 'E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS: B. 71 3/4" x 83 3/4' )OC DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F' ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Approut ceet= Date Florida p 4io row 47 ie Miami Dade Product (; ••t a d : 5 at Resedtto PAC DatatiOs F.K tyro ZWN07 gotokar Mekong NDcapetY3sDosSNEEr. CIONGEWOR'OrANCHORZONERZOMWTOV. ACIDANC11ORTYPES TOSOUI7 L 8101 I 107071lOwOLOSY DRAW NOICOMIS,FL ?.{L 69X1529 r 1134274 Visibly Better Dootace ANCHORAGE, CONFIGURATIONS INM ALUM. FRENCH DOOR & SIDE LITES, IMPACT _ F0101 ` NTS 8 d 10 11005 -1 B a.wra L Clark. P.E. PE #38712 Structural JAMB ZONE 'A" JAMB ZONE "A' JAMB ZONE "B" 4 2 4 2 2 4 2 ©dmD ©Qm© ©i7000 fUE1 10 10 •8 • e RN: 2 3 11 513::11 El 18mll Oki ODIN OUR 4 3 4 3 4 3 4 3 ate? WNW Qwc >z� ?.,22107 5 2 5 5 5 e 5 5 5 8 6 5 5 8 6 6 5 6 s 5 7 6 8 7 7 6 7 7 6 7 7 2 2 2 2 2 2 2 2 2 2 2 2 2 2 • 1D . 4 •10 4 7 3 10 4 lesekkor 5• eb• 45• 3 5• 3 5 3 5 AnWas a P10 CHANGE 1asrEEr. RoOkng A00 USE w, TABLE 6707ABE4., muse maze, Hsu) zone A "C 70'OAGOCOLUMN REFERENCE AA .121rTOANCH R TYPEa ? TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WID111$ - 25.5D TO 37.60 WIDTH x HT. 25.50 x 79.75 83.75 87.75 91.75 9575 27.50 x 79.75 83.75 87.75 91.75 95.75 29.50 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.75 83.75, 87.75 91.78 95.75 4 33.50;79.75 •••..5 87.76, • • 91.7 • 95.75 35.50 x 79.76 • • 83.75 87.75 • • 91. 75 • • 95.76 • V.Stf ;79.78 •• 83.75 •••••• 87.75 91.75 95.75 and BF bar FX Road 80 FJC VamoSp FJC 2.3, WOOD A, B, C. D 1,2, CONC LOAD ZONES TABLE 4, XX DOORS (ALSO X DOOR OF XO & 01() (BASS TYPES A, B, C. D ANCHOR TYPE 8 SUBSTRATE 2.3. WOOD 1 1,2. CONC DOOR WIDTHS 90(° - 47.75 TO 71.75 WIDTHx HT. 47.75 x 79.7. 4 83.75 $ 87.755 91.76 .6 95.75 5 51.75 x 79.75 5 83.75 5 87.755 91.75 6 95.75 6 55.75 x 79.75 ;5 83.75 5 87.75 5 91.76 8 95,75 59.75. x79.75. 83.76 5 87.76 6 91.75 6 95.75 6 63.75 X79.75 5 • •• 83.756 • 87.75 6 91.75\ 6 ••• 9575 7 #'175 x 7975 8 ••• 83.75 6 ••• 87.75 6 • • 91.75 7 ••• 95.75 7 91.65 X 79.75 6 • • 83.75 6 • 87.75 6 91.75 7 95.75 7 w X 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 6 6 5 5 5 5 5 5 6 6 5 5 6 6 6 5 5 6 6 LOA0201488 10 10 8 9 9 10 0 4 4 4 4 4 4 4 3 3 3 3 3 3 3 TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE WIDTHS "0 - 10.76 TO 38.75 WIDTH x Ht 27.76 x 79.75 83.75 87.75 91.75 95.75 A.B. 0, 2,3. W00011.2, CONC LOAD EWES Cu C O. O O 10.75 x 79.75 4 1 4 1 '. 83.76 4 1 4 1 87.75 4 1 4 1 81.75 4 1 4 1 96.75 4 1 4 1 12.75 x 7975 4 2 4 2 83:75 :4 2 87.75 4 2 4 2 91.75 4 2 95.75 4 2 4 2. 19.00 x 79.75 4 2 4 2 8975 :4 2 4 87.75 4 2 4 2 91.75 4 2 4 2 05.7$ 4 2: 4 2 21.75 x79.757 2 4 83.75 4 :2 4 2 87.75 4 2 4 2 91.75 5 2 4 2 95.75 .5 2 4 2 5 2 4 2 5 2 4 2 5 2 4 6 2 -4 2 5 2 4 2 36.13 x79.75 6 3 4 3 83.75 6 3 4 . 3 87.75 7 3 4 3 91.757 3 4 3 95.75 7 3 4 3 38.75 x 79.75 6 3 4 3 83.75 8 3 4 3 87.75 7 3 4 3 9175` 7 3 4 3 95.75 7 3 4 3 mvs paBox leax NOKOMIPI 831274 TABLE 6. XO & OX c OD , 021 O© 0© O© ©© OM OM O© 30 Eln ©O '©13 013 ©© 0D GLASS TYPES ANCHOR TYPE & SUBSTRATE POOR WIDTHS 7P - 26. TO 37. SIDE U W 1H 10.75 x 791 83. 7 87.7 91.7 95.7 12:75 x 79.7 83.7 87. 01. 95.7 19.00 x79. 83.7 87.7 91.7 95. 21.75 x 79.7 83. 87.7 91 . 95.7 27.75 x 79.7 83.7 87. 917 95. 38.13 x 79.7 83.7 87. 91. 95.7 38.75 X 79. 83.7 87.7 911 95.7 2.3, WOOD mlame 2 A,B.0, LOAD 20 S 2 wi 4 e w W 4 e4 O 0 a 01 0 m 1.2, CONK 0 0 4 4 22 . 4 2 4 22 4 2 4 2 4 2 4 22 4 2 42 4 2 2 4 2 4 2 44 22 4 2 4 2 4 2 4 :2 4` 4 2 0 4 2 4 ai 4 4 3 4 43 3 43 4, 3 4 33 4 3 4 33 4 3 4 3 4 3 4 3 X g � 3 2 h O z a m TABLE 7. OW, XXO OXX & OXXO MASS TYPES A, B, C, D SALES TYPETE 2 WOOD 11,2, 0014C DOOR W®TfS 9C - 25.50 TO 37.60 °X)P - 47.75 d TO 71.76 l 1.11E SIDE WIDTH X Ht O 0 10:75x79.75 42 83.75 4 2 87.75 4 91.75 4 95.75 4 LOAD ZONES 2 2 Zit 12.75 X7975" 4 2 S 83.75 4 2 uJ 87.75 4 2 Q 91.76 _ 95.75 4 2 19.00 x79.75 4 3 83.75 4 3 87.754 3 91.75 4 3 _ 95.75, 4 3 5 21.75 x 79:75 4 3 g 83.75 4 3 87.75 4 3 91.75\ 6 3 95.75 5 3 27.75 x 79.75 5 3 m 9 m 83.755 3 F 81.75 6 3 I 91.75 8 3 95.756 4 LL O W 2 O ei ANCHOR QUANTITY LOAD ZONE TABLES tio 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 36.13 x 79.75 6 4 $3.75 6 4 87.75 7 5 g . 91.75 7 6 g 95.75, 7 6 z 36.75 x79.76 6 4 V 83.75 8 4 67.75 7 5 S 91.75 7 5 4 3 95.75 7 5 4 3 4 3 4 3 4 3 4 3 4 33 4 3 4 3 4 3 ALUM. FRENCH DOOR& SIDELITES, IMPACT mos f NA 9 10 11005-1 z APPROVED ANCHOR TYPES: 1. 114" ELCO TAPCONS 2.114" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approval ramplylog with the Florida Saidima Cody Doc Dc. /LPG 2067 Nom "17 - nG� F !a+ Mina Dade Prodad Control • • • • • • • • • 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR HEAD (WOOD) 13/8' 1/4* MAX. SHIM —1 MIN. 2X WOOD BUCK, NOTE 2 -- DOOR JAMB (WOOD) 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1/4 ' MA)( SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 1X WOOD BUCK. NOTE 2 WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 lie MAX. E"-- SHIM 318* MIN. CONC.ANCIIOR, NOTE 1 NOTE 3 r l /4" MAX. 1 1/4" TYPE 1 OR 2 (C DOOR HEAD (CONC) 141 I 318"1YPE I (C°NC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 13/4 TYPE 2 (CONC) 1 (CONC) 1 TY 1/4° MAX. 1 1/4" TYPE 1 OR 2 (CMU) SHIM -- 1" we MAX. SHIM 1/4" MAX. SHIM 4 3/4" MIN. E.D. 1 WEr MIN 1 3/4" TYPE 2 (CONC) . 3/8" PE MIN. E.D. • l ,.menui . ,:prv,... Aill gt •,;* • I i'614..,■.: , ,,,,,,,i., E.D. 1.5 KM MIN. CMU OR 3.41(51 MIN. CONC. L. 2X WOOD L NOTE 1 BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, NOR 3, OTE 1 NOTE 1 LI 1 3/8" TYPE 1 • 1 3/4° TYPE 2 • • 1 1 1 .: 3/ . ;." . • r•- KSI . . ••••,_ cog sum tIrrE 2 - MIN. ED 3.4 MIN CONC I •,,, DOOR ILL (WOOD) : DOOR SILL (CONC) • • • • • • •• 44p %%4, •iiirom CONCRETE INSTALLATIMIN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4° SS4 CRETE-FLOWIVDED 1•41101114. (TYPE 2), THE MINIMUM DISTANCE FROM CENTER OF ANCHOR 10 CONCRETE EDGE IS 1 31e. FOR WOOD INSTALLATIONS USE • • VIPCSCREWS, G.5 (TYPE 3) ORlitto 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8' MIN. (TYPE 2). 2. WOOD BUCKSIDEPICTED MOVE LESS THAN 1 1/2" THICK. ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS • • btPICTEDts,p RgtE 1 VP Y1416KOR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE - 0 • ▪ AUTHORITY 06WING JURISDICTION (AHJ). 1314F•SILL IS TIGFAT SUBSTRATE, cgRotrr OR OTHER MATERIAL IS NOT REQUIRED. IF USED NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULAVAITORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD. 30# FF.LY PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 2X WOOD BUCK, NOTE 2 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 CONC. ANCHOR, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 318" MIN. 1/4' MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 SIDE LITE SILL (CONC) 1/4' MAX. SHIM CONC. ANCHOR. NOTE 1 1 318' TYPE 1 1 3/4" TYPE 2 Approved 25 iiIh 41 Florida Babliag C..& Omit ecr 1**1 200 NOAO om —e42?. MOW Owa Pirodad Control Mm41 I. (I Fimsdlit Rasa* AK Rammli*, PIC Darn* Atm 8114/0T oft 222/a7 Make* a hosinag A Oriatatitc trocmweErnmsHEEr. OM TYPE 14 ZEINEEE II COM DETAILS. SPEG TYPE TES ON WOOD OEITELS ADD APS:NOR TYPIDIITO NOTE 1. no: 6121107 1070 TECHNOLOGY OWE MOM* ft 342711 PA LOX 1520 103110304 H. 34274 INzatarc ANCHORAGE DETAILS ALUM FRENCH DOOR & SIDE L1TES, IMPACT irediMatorl 'Sake Sim* FDMI I Nrs 10 10 I magmt 11005-1 B 61 1 " I L Cterk, P.E. PE tO9712 Structural Reviewed for general compliance with design intent only. Contractor shall field verify all existing conditions and shall be ely responsible for all aspects of jobsite Installation. Install • ctly per manufa, s specifications and as further notated on the enclosed docu ntation. MIAMtil I itevie ' • ve BUILDING wuu c OFFICE (BCCO) PRODUCT CONTROL DIVISION COUNTY NOTICE OF ACCEPTANCE1NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: Date LAMI -DADS COUNTY, FLORIDA - -._(RO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buiidingcode 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 "SGD 780" Aluminum Sliding Glass Door L.M.L APPROVAL DOCUMENT: Drawing No. 8100 -11, titled "Alum. Sliding Glass Door, Impact ", sheets lthrough 23 of 23, dated 05/01/07 with revision A dated 11 /08/07, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number' and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 0607,02 and consists of this page 1 and • e • vidence pages E -1 and E -2, as well as approval document mentioned above. • i s • • • • • • The submitted documentation was reviewed by Gascon, D. n, • o • • :• :: • • • P.I: • • • • • • • • • • ••• • • • • ••• • . • • • • • • • • • •• • •'. "10/14. 08- 1202.11 Exp'irati6n Date! August 02, 2012 ••. • Approval Date: March 18, 2009 • • ..••• • . • . . • Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8100 -11, titled "Alum. Sliding Glass Door, Impact ", sheets lthrough 23 of 23, dated 05/01/07 with revision A dated 11/08/07, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1(b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass door, prepared by Architectural Testing, Inc., Test Report No ATI 8124.01- 401 -18, dated 11/13/08 respectively, signed and sealed by Joseph A. Reed, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203.94 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL- 5618, dated 06/21/08 and FTL -5619, dated 07/07/08 respectively, signed and sealed by Carlos S. Rionda, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1(b) and TAS 202 -94 Along with marked: up drawings and installation diagram of aluninum Sliding Glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL- 5254, dated 05/17/07 and FTL -5273 dated 05/07/07 respectively, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA # 117- 0607.02) • • .... • • . • • ••• . : •• •• .: ••: : :: • • • E -1 ® /S .. • • • • • • • • • Jaime D. ' .E. • • • • : • ' CD i ef ProductZ4nlrol Division • •. • • . • Ne • put 08- 1202.11 • Expiration Date: Adgus# 02, 2012 ... Approval Date: March 18, 2009 • • • •• • • • • ••• • • • • • • :• .: •.• •:• ••••: PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by manufacturer, dated 11/26/08, signed and sewed by Lucas A. Turner, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inca for their "DuPont Sentry Glass ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite PVB, Interlayer" dated 01/05/06, expiring on 12/11/10. 3. Notice of Acceptance No. 04.0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21 /11. 4. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Interlayer" dated 7/17/08, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance, dated November 26, 2008, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated November 26, 2008, signed and sealed by Lucas A. Turner, P.E. 3. Laboratory compliance letter for Test Report No ATI- 8124.01- 401 -18, issued by Architectural Testing, Inc., dated 11/13/08, respectively, signed and sealed by Joseph A. Reed, P.E. 4. Laboratory compliance letter for Test Report No(s), k"I'L- 5618, dated 06/21/08, FTL- 5619, dated 07/07/08, FTL dated 05/17/07 and FTL -5273 dated 05/07/07, . issued by Fenestration Testing Laboratory, Inc., respectively, signed and sear by Carlos S. Rionda, P.E. (Submitted under previous NOA # 07 0607.02) G. OTHERS 1. Notice of Acceptance No 07- 0607.02, issued to. PGT Industries for their "Series SGD 780 Aluminum Sliding Glass Door (Reinforced/Non- Reinforced) - Impact ", approved on 08/02/07 and expiring on 08 /02112. E -2 ••• ••.. • ; • • •• •• • • • • • • • • • . • • • • • • • •.. • • • : :: Y: Jath D. 'raseon, P . •• • :. • • e�iiei:Pr®du`ctr¢ntro1 Division • • • 111QA ne 08- 1202.11 Expiration Date: August 02, 2012 a • . . : App o v al D ate: March 18, 2009 • • • •.. • • • . . .. • •• •• • • • • • •• • • . ` • • ••• i` '.• GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) j\ GLASS STRENGTHS - T= TEMPERED HS = HEAT STRENGTHED A = ANNEALED INTERLAYER TYPES - SGP = :090 DUPONT SENTRY GLAS PLUS SVS = .075 SOLUTIA VANCEVA STORM DBPVB = .090 DUPONT BUTACITE PVB SSPVB = .090 SOLUTIA SAFLEX PVB 1,3 - 7118° LAMI: (1) CITE OF 3118° A GLASS AND (1) LITE OF 3/18" HS GLASS IAN .090 SOP OR .075 SVS INTERLAYER. 24 - 7/18" LAMI: (2) UITES OF 3118' HS GLASS WITH AN .090 SGP OR .075 SVS INTERLAYER • R - 7M6" LAM: (1) LITE OF 1/13". A GLASS AND ( OF 3118" H S GLASS W AN 090 DBPVR OR SSPVB INTERLAYER. •••• • 7,9 - 9/16" LAML (1) UTE OF 1/4" A GLASS AND (1) SITE OF 1/4" HS GLASS W/ AN .090 S(3P OR .075 INTERLAYER. • • • • •••• • 8,10 - 9/16" LAME (2) �ITES OF 1/4 "j GLASS W/ AN .090 OR .075 SVS INTERLAYER • • • • •••• 11,12 - 9/18" LAMI: (1) UTE OF 1/4" A't LASS AND (1) LITE OF 1/4° HS GLASS VV/ AN .090 DBPVB OR SSPVB INTERLAYER • • • • • • •• . • • • s 1315.1 1118" LAM11.0 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/18` LAMI: (1) LITE OF 3/18" A GLASS AND (1) CITE OF 3/16° HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYL t• • • • • • i • 14.18 -1 1/18" LAM! LG. 3/18° T EXT. CAP + 3/8" AIR SPACE+ 7/18" LAMI: (2) LLTES OF 3/16" HS GLASS VW AN .090 SOP OR .075 M INTERLAYER • • • • • •NOA DRA' MA CUR 1411=121 AM= T • �F • CHICiA • 19,21 - l . 1L LAMI Lai. WLLL LG CAP+ 47714 AIR LSP +9 / 16 " LAMI: ( 1 L� LL- G LA SAND 1 1 ( u 1 OR v o-..-...+ -.. 20,22 -1.1/18° LAM LG. 3/18" T LEXT. CAP + 5116° AIR SPACE + 9118' LAMI: (2) LITTS OF 1/4" HS GLASS W! AN .090 SOP OR .075 SVS INTERLAYER • • 23,24 -1 1/18' LAMI LG. 3/18° T EXT. CAP + 5/16° AIR SPACE + 9/16' LAME (1) LITE OF 1/4" A GLASS AND (1) UTE OF 1/4" HS GLASS W/ AN :090 OBPVB OR SSPVB INTERIWIT 25,27 - 1 1/16" LAMI 1 . 0 . 1 / 4 TEXT C A P +' 5118" A I R SPACE+ 7 / 1 8 ` LAMI: (1) UTE OF 3/16" A G L A S S AND (1) UTE OF 3/16° HS GLASS W / AN .090 SOP OR.075 M INTERIAYER.� 28,28 - 1 LAMI LG. 8' 1/4` T EXT. CAP + 5H AIR SPACE + 7/18" LAND: (2) UTES OF 3/18" HS GLASS WAN .090 M, OR ..075 , INTERLAYER. 29,30 -1 1/18" LAM 10. 1/4T EXT. CAP + 5118° AIR SPACE + 7116" LAMI: (1) LITE OF 3/18" A GLASS AND (1) UTE OF 3/16° HS MASS W/ AN :0 DBPVB OR SSPVB INTEISLIMIlili 31,33 -1 1/16" LAMI I.Q 1/4" TEXT CAP + 1/4 AIR SPACE + 9/18° LAMI: (1) LITE OF 1/4" A GLASS AND (1) 1175 OF 1/4" NOLASS NU AN .090 SGP OR .075 Wt INTERLA . • 32,34 - 11116" LAMI I.G. 1/411 TEXT CAP + 1/4" AIR SPACE + 9/16' LAMI (2) LITES OF 1/4° HS GLASS V8 AN ,090 SOP OR .075 SVS INTERLAYER 1el L.01 • • • • 35,38 - -1 1/18" LAMI Le 114 EXT CAP + 1/4` AIR SPACE + 9/16" LAMI: (1) UTE OF 114" A GLASS AND (1) CITE OF 14 HS GLASS W/ AN .090 DBPVB OR SSPVB I • 4 9E€11..» - » » le • 2. DESIGN PRESSURES: A. N DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13) 2 R• ICS • • B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. ° ^ • • • • 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS . • • • • THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR ANCHORAGE DETAILS SEE SHEETS 4 THROUGH 13. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL-5254. FTL-5273, FTL -5618, FTL-5619, A11-81241.01-401-18-R1 ELCO TEXTRON NOM: 07- 0425.01, 03-0225.65, ANSI/AFB.PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8.000R SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS, PERFLORIDA BUILDING CODE, AS APPLICABLE. Al 9. FIGURAT IONS: STRAIGHT DOORS - MAXIMUM 4 TRACKS BY 10 FT. ( 120"). HIGH WITH A MAXIMUM OF EIGHT 5 FT. NOMINAL WIDE DOOR PANELS. A INSIDE OR OUTSIDE CORNER DOORS - MAXIMUM OF 4 TRACKS BY 10 FT. (120°) HIGH WITH A MAXIMUM OF FOUR 5 FT PANELS EACH SIDE OF CORNER. SEE EXAMPLE ELEVATIONS, SHT.13 AND PANEL CONFIGURATIONS SHT.14. 1E� 4 0)000(0, X1000(0, 0)00004, X XX, 0000( Rose* I W - IArsna: F.IL IMO FJC x/07 w A WiFaW AA XO, OX, XX OXO, OXX, O)X, XXX XX 2 O )0000(O,XXXXO;OXXXXXX,XXXXXXX ADD ROME NOTE 1, A OMENSOPTXXfs. R EIO NE2ADD CON i.MND C DOOM DENSE NOTE 7ANDA ADD EXAMPLE DGG iNATTOM: Au° I IGNOfA1T OX(O, )00(0, OXXX, XXXX 'IEABN 106DDIASYDRIVE N R.WM P.a BQX 4678 NOKOMIS, FL 34274 Utdbty Better MOO )000(0, 0)00(X, XX) X, 0(X 4 0)0000(0, )000000(0, 0)000000(, )000000( Oseigiar GENERAL NOTES AND MAP ALUM. SLIDING GLASS DOOR, IMPACT OL! pm! e8L1° T7SI 1 SEA! 23 I - *""' Brta7BD 1 N a 8100-11 0TENERALNICININka. 1 • GLAZING AILS 24 • • • ANCHORA01616,...•..... 443 i • DESIGN 1 5 4SUR(S. 4-$ • • • pL.,EVATIONNSS o 14+• • • • DONFGURATION& 1445 • • PRODUCT Ran= 0, 041 1 b** wial Building Code Aeeelr• . 8 ,.. • :`:167X(, [ 1/-1,4X7 Lucas A. Turner, P.E. PE1R201 rdeceanked EXTERIOR EXTERIOR 3[16° HS GLASS N HS GLASS A.090 SGP OR .075 SVS .090 DBPVB. SSPVB. SOP OR .075 SVS ® 7/16" LAMI GLASS TYPES 2 & 4 3/16" H GLASS 7 /16" NOM. EXTERIOR 1I4' HS GLASS .080 SOP OR .075 SVS 1/4" HS GLASS 9/16" NOM. :65° NOM. GLASS BITE GLAZING TYPE OPTIONS KEYS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED A = ANNEALED INTERLAYER TYPES SGP = .090 DUPONT SENTRY GLAS PLUS SVS = .075 SOLUTTA VANCEVVA STORM DBPVB to .090 DUPONT BUTACITE PVB SSPVB =.080 SOLUTIA SAFLEX PVB .65" NOM. GLASS BITE ® 9/16" LAMI GLASS TYPES 8 & 10 3118' A GLASS 7116' NOM. .65" NOM. GLASS BITE ® 7/16" LAMI GLASS TYPES 1,3,5 & 6 li4" HS GLASS .090 DBPVB. SSPVB, SGP OR .075 SVS 1/4" AGLASS 9116" NOM. .65" NOM. GLASS BITE 9/16" LAMI GLASS TYPES 7, 9,11 & 12 • • • • • • • •••• •• • • •••• • •• • • 0 00000 • • •••• • • � • • • • • •••••• •• •• • •�•••• •• • •• • • • • • • • • • • • • • • • • • •••••• •••• • • ` .f °. 7 X 1 126 /or • •• • Read* Oaks RwOaF orr f1R1.7 S/1 ,V7 AnArac A Orlyd Jl PX ADD rarp%smD ortwo G/ANNODETAa.S. EXPAND DETAb3 T04OYHtALL QIIB9AYIN CROSS GWlff ATADN$ El( b"c 1070 TECHNOLOGY DRIVE NOKOMIS, R 5496 P.O BOX 15Z9 mama FL 3474 P T LAMI GLAZING DETAILS �- ALUM. SLIDING GLASS DOOR, IMPACT _ Bitter vow tart. 030780 I IX 2.' 23 �� 8100 -11 I A L1cas Tumor, P.E. PE 158201 Mechanical ••••• •• • •• •• • •••• ••• • • • ••• • • •• • • ••• • • ••• A OUTSIDE 3/16° HS GLASS ® .090 SGP OR .075 SVS 3/16" H GLASS 3/8" AIR SPACE 3/18° OR 1/4° T 1 1/16° NOM. A OUTSIDE 3/16° HS GLASS .090 DBPVB. SSPVB, SGP OR .07S SVS 3/16" AMASS 3/8° AIR SPACE 3/16"OR 1/4° T 1 1/16° NOM. /� -� s /� �e �r • E@ � 1 1116" LAMI I.G. TYPES 14,16, 26 & 28 4 �1 1/16" LAMI I.G. TYPES 13, 15, 17, 18, 25, 27, 29 & 30 ', • • GLAZING TYPE OPTIONS KEYS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T= TEMPERED HS= HEATSTRENGTHED A =ANNEALED INTERLAYER TYPES . SGP = .090 DUPONT SENTRY GLAS PLUS SVS =.075 SOLUTIA VANCEVA STORM DBPVB = :090 DUPONT BUTACITE PVB SSPVB = .090 SOLUTIA SAFLEX PVB OUTSIDE 1/4° HS GLASS .090 OR ,076 SVS 1/4" HS GLASS 3I8" AIR SPACE 3/16' OR 1/4" T 1 1/18° NOM. 1 1/16" LAM11.G. TYPES 20 & 22 OUTSIDE 1/4" HS GLASS .090 DBPVB. SSPVB. SGP OR .075 SVS 1/4' A GLASS 3/8° AIR SPACE 3/16" OR 1/4" T 1 1/16° NOM. ® . 1 1/16" LAMI I.G. TYPES 19, 21, 23, 24, 31, 33, 35 & 36 • • • • • •• • 00000 • •••••• • ••• • • • • • • • • • • •••••• • • •••••• • • •• •• •• • • • • •• • ••• • • • • • •••• • • •••• • • • • • • • • •••• • •••• • • •••• REVISED e complying with the Florida Banana Code eND ' '71• Amine /A714; • • • •• • • ••• • ••• • 'bolt* D"Er Rollicor RMar Der Briber 1070 rEamoword•YE NOXOW FL 34276 40146 •P arr": ADO 1 antrum &4. N07/ Pie AND OY8 IMO • f+IZRO4•14RR F.K 11•97 A EXPAND WOMB TO COVER ALL DOERL4YER CROSS ! WY.. MA71afB. Dmr Oa: cn.daaFY Our F.K 5N/07 24 17007I P.O. BOX 1479 NOKOMIS, FL 34274 PST VMb/j Brear LAMI LG. GLAZING DETAILS ALUM. SUDING GLASS DOOR IMPACT sore s,.r mavw R.. same 9x 3 d 23 I 8100 I A Lucas A. Turner. P.E. PE•58201 Mechanical • • ••• • • • • • •••• ••• • • • ••• • • •• • • •• • • • •• _ I/4 SILL (SEE ES BELOW F ABLE 1 Lam' 7/18 Ann/Heat w/ SOP or SVS InterIayer 3-HEAD & S11.1. (H&S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR Q1Y. Al PER PANEL GLASS TYPES: 1, 3 >JAMAB ANCHOR QTY. >P-HOOK ANCHOR QTY. (SEE.DETAL SHi: 13) Sr pa) 1 Be OM 1 00° (75) 1 9&° (AO) 1 or (88) 1 . Or (80) ) 14- (e•) 120° (100) FRAME SIDE COOM ONOO 3N00 ONOO OOCM'e'zl ONOO 't MOO cOOM're ONOO Y. °NOD aOOM ONOO MOO mom Vz ONOO '4 ONOO ONOO Y ONOO "Z aOOM '£ Z TABLE 1A. SILL HT. VS POS. DP co PC/S. DESIGN PRESSURE DESIGN PRESS. +8W-8J +801-80 +801 -80. +801 +60/40 +601.70 +801 -7r +80140 H&S C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04 +1 G4+1 04+1 04+1 C4+1 C1+1 C4+1 C4+1 04+1 +1 04+1 C4+1 C4 +1 04+1 04+1 C4+1 C4+1 C4 +1 4 1 A 148 24'(20) IP4100K 8 4. 4 4 4 4 4 6 8 5 5 1 6 5 5 5 5 5 5 5 6 6 8 8 6 8 1 618° N/A DESIGN PRESS. +801-80 +801.80 + +80( +80/70 +6/:76 +601-71 +60/ -76 H&S C4+1 C4+1' 04+1. (14 +1 04+1 C4+1 04+1 C4+1 04 +1 04+1 C4 +1 04 +1 04+1 04+1 C4 +1 C4+1 C4+1 .C4+1 04+1 C4r1 04+1 C4+1 C4 +1 C4+1 2314° +80.0 PSF 1 5 4+ 4 4 + 4 8 5 5 5 5 5 I+ 5 8 . 6 6 8 3 112' +73,3 PSF DESIGN PRESS. 80 80 80 +�I 1-70 77bb HIS C4+1- 04+1 04+1 C4+1 C4+1 C4+1 C4.1 04+1I C4 +1 C4 +1 C1 +1 C4 +1 C4+1 C4+1 :C4+1 C4+1 C4+1 04+1 04+1 054-1 C4 +1 04+1 05+1 4 1/2° +80.0 PSF 36°(307 JAMB 8 8 8 9 8'' 8 0 9 9 10 8 9 10 10 ' 10 10 l 10.10. 11 11 11 11 11 11 P*HOOK 4 4 5 '4 4 5 5 5" 5 5 5 5 5' 5 5' 5 6 5 8 8 8 8 6 6 5 114° +80.0 PSF DESIGN MSS.' +80 +801-81 +80/ +801-80 +60/70. +801 -70 +80.70 -. +88x C4 +1 04+1 04+2 ' 04+1 C4 +i C 04+1 04+1 2 04+1 C C44-2 0 1 044-2 04 CA+i C4+2 0441 t G 11 C54-2 SEE NOTES 1-3 42' )1 4KX)IC 8 8 11 9 C {+1 04 11 a 1 1 8 7 DESIGN PRESS. +801 +801 -80 +77177 + 3/42 + 67.3 +8142 +691.59 +57.11S(1 MS 41 C4+1 04+2 04+1 04+1 ' 8 +2 0 C4+1 C4+2 C4+1 ' 4+1 C4+2 C4' 1 04+1. C4+2 C4' 1 04+1 04+2 +2 04+1 C4+1 C4' 2 C4+1 04+1 04+2 48' (40) � 4 6 4 4 8 5 5 8 5 5 6 & 5 A 5 8 8 8 6 6 8 6 6 DESIGN PRESS. +811 -80 +77.31 -77:3 +71:8171: +88.5/ -66.5 PANELS OVER 48' WIDE NOT AVAILABLE OVER 96° HIGH H&S C4+2 C4 +1 C4+3 C4 +1 C4 +1 C5+2 C4+1 04+1 06+2 C4+1 04+1 C5+2 54° (48) JAMB , 11 8 I 9 j 12 8 9 12 9 9 12 9 9 P -HOOK 4 4 8 4 4 8 5 6 8 5 5 A DESIONPRESS.. + d l 5.21-7 2 +71.8/:71 • +87/4 +81.81 -81.8 1488 C4+2 04 +1 C4+3 C4+2 C4 +1 C4+3 04+2 C4+1 04 +3 04+1 04+1 05+2 60' (50) JAMB 12 9 9 12 9 9 12 9 9 12 9 9 P-HOOK 4 4 6 4 4 6 8 S f 6 8 5 8 PRODUCT' REVISED as a8.4D �'t4� BalliMag Code No O = - 2o2.II 7f 7�� it Dlvhio9 • •• • • • • • • • • • • •••••• 1: PRESSURES IN TABLE ARE BASED ON THE USE OF THE 41/? OR 61/4° SILL 2 , IN(3 THE 2 3/4 SILL POS4TIVE DP IS 60 PSF MAX. AND WITFI THE 31/2" SILL. POSITIVE PRESSURES IS 73.3 PSF MAX (NEGATIStE PRESSURES UNCHANGED). SEE TABLE 2A E 3; S4! S 1/r, 4 1/2° AND 8114° SILL HE(QHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 18/r SILL IS NOT AND MUST ONLY REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED OH LENGTH OVERHANG OH LENGTH IC WHERE' WATER RESISTANCE IS NOT • EN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING warm THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); OH CQNDITTON IS NOT RATED FOR WATER INFILTRATION. HEIGHT 4!A N04IOR TYPES: 1. 1/4° ELCO ULTRACON (FORMERLY TAPCON) 2. 1/4° ELCO 884 CRETE -FLEX 3.1912 STEEL SCREW (05) 5 SEES EFTS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION, KEYS: NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) f l OH HEIGHT a EQUAL TO 1 OR GREATER I y � c a m - +-' � �' /O� !�v/ u�sa r e PE MOM Mechanical 61 Q a1YPE ( SEE 4 1,3 - 7/'16" LAMI (AN-HS W/ SGP OR SEE NOTE 3 ® Rasa* Wu SD70TEp@f0LO0YORIYE as FL 34275 PQ Sept 1529 NoscomA a9e27e 7 Visibly Better DP AND ANCHORAGE, LAMI TABLE 1 Ravi Be Me A LUM. SLIDING GLASS DOOR, IMPACT FA .119/97 A xv w+rAmaAnmA7p ADD Aroms e.922{ PDe.DP, 432A997YPE8M® AMMO? TYPES NTS 4 23 � 4a41 810011 I A new* AA awuler m° I • • • • •••••• • • • •••••• ••••• • • OOOOO • • •••••• • • • • •••••• •••• • • •••• OOOOOO • • • • •• • • • • •• •••••• • • • •••••• • • • • • • •••• • • DESIGN PRESSURE AND ANCHOFtAGE - NO FtEINFORCEMENT - 4 1/2" OR 6114" SILL (SEE ES BELOW FOR TABLE 2, Lam! an8 MN+1eat w/ SOP or SYS im•eayr > HEAD & SILL (H&S) IN era wn &STRAIGHT & CORNER ASTRAGAL CLU IEst PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 7 9 >JAMS ANCHOR QTY. >P -HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) b00R103GHT 80 ( 1 84"(10) I 90 ( 9S' (80) I : or (86) 1 08• (90) 1 14 (88) 120' (100) LH] FEE MOO co . 0N00 '� 000M 'el 0N00 0 aoom ONoo ON00 coax► el 3N00 aoaw'c O 00 woo 't mom 'et mo ONOO'1 2 $ ON0 DOOM 'e't ON00 'Z TABLE 2A. SILL HT. VS POS. DP P08: DESIGN PRESSURE DESi N msg. EmiLmEmi immara JET. nu imus ri,iiimu gu .m s+.+'.i simaana _ _alm. a.7. 24" (20) NMI Mil EMI I i l EMIG.^g IIMEI[.1 EMI 1 0 KalilO3IIL231101Ma=IIC.g1E111L 10 10 10 10 10 11 11 11 ilOM 1 11 11 11 Ka !Hula" 6 a 5 S 6- 8 S 6 8 8 8 6 8 8 1518' N/A DESIGN PRE ,,.g ?, + ? + `; �' dm" a 7p 30' HIT S. C4+1 C4+ 04 +1 C4+1 04 +1 C4+1 C4+1 04+1' C4 +1 M C4+t C4+1 C4+1 04+1 C4 +1 0441 C4 +1 04+1 23/4` +5O.O PSF . JAMB 8 8 8 5 8 8 9 9 9 10 ' 10 10 OEM 10 10 MI 11 11 11 • `•• EE113111 •1301 311E113111111311I11/111EEEEEE1E1 (111EEEEEJEDE11311111L111 11311E111111E111111 11111111LIIIEE ilIKEEMI LE111311111EE1 6 3 12" +733 PSF DESIGN PRESS + +80/ : ` - sr (30) H&S :C4+1 C4+1. C4+1 04+1 04 +1 C4 +1 C4+1 C4+1 C4+1 C4 +1 �1 05+1 C4+1 04+1 05+1 41/2" +80.0 PSF . JAMB 8 8 8 9 8 8 8 6 8 10 9 0 10 10 10 10 10 10 11 8 1 8 11 8 : 11 11 11 8 8 8 P-HOOK 4 4 0 4 4 8 8 8 :- 8 5 8 5 8 6 5 6 11 8 5 tJ4" +80.Q PSF DES P -+ 8S `r • E�1?IE[ EG IGti! ®I :ZI103E tai ' i•,:C * Z11111111EEEEEEEEEEEi1=11111. ' 1ILO IMBEC I II�C '' °r I IL ILMIL � 04+1 04+1 C6+2 SEE NOTES 1.3 10 •• 4 8 4 4 6 8 8 8. 8 5 8 6 6 8 MI 6 8 8 8 6 8 7 DESIGN RE S PRE SS. T : ::, ?jai + ? iT, i• n i 2 -70 .1.. _ 0 48"(40) HE C4 +1 04 +T 06+2 C4+1 C4+1 05 +2 04+1 C4+1 06+2 C4 +1 C4+1 05+2 C4+1 04+1 .08+2 II Mal . `••".KMILE IBM EMI IIEME EE ®I1L1111 NM MN MI KMInn KMILIE MAII101111vEEEEIa11EEEE MEI EIOINUE® ®1II1:111111111EE ®111111101MENEMEEEEE MNEJEMEE 11 Ell MLR Ep Ira E113• ®EEEEE[I•v 7 DESIGN PRESS: + d* 7 +:,iTx + a : -, ' 4. 7 PANELS OVER 4W WIDE NOT AVAI ABLE OVER 9B" MOH 64" (48) H&S 04+2: C4+1 C4+3 04 +2 C4 +1 C4 +3 C4 +2 C4 +1 04+3 C4 +2 C4+1 C5+3 JAMB 11 8 9 12 0 8 13 9 10 14 10 11 P • • :: 4 4 6 4 4 ' 8 8 6 : 7 8 8 7 DE; a .P?. a a, :I_'ME=3kXiNi 60 60 1: 12 9 :- 10 1 9 10 4 10 11 14 10 11 •:HOOK 4: 4 7 4 4 7 6 8 7 5 - 6 7 PRODUCT REVISED wish iEoRotas Haikrin ^ `E NO 1r, e , g • •• • • • • • • • • • • •••••• 1. PO 111(E,PRESSURES 1N TABLE ARE BASED ON THE USE OF THE 412" OR 51/4 " .SILL. S 2. USING THE 23/4 SILL, POSITIVE DP 1S 60 PSF MAX, AND WITH THE 3 12° mu, POSITIVE PRESSURES IS 713 PSF MAX OH LENGTH PRESSURES UNCHAN(3ED). SEE TABLE 1A 3.2 814'1,312", 41/2" AND 51/4* SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1618 SILT. IS NOT AND MUST ONLY 1g WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED E DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDINO. (SEE ADJACENT DIAGRAM) 011 DmON IS NOT RATED FOR WATER INFILTRATION HEIGHT 4.A TYPES: 1.1/4' ELCO ULTRACON (FORMERLY TAPCON) '2. 1/4" ELCO SS4 CRETE -FLEX 3.012 STEEL SCREW (G5) 61. SEE SHIEYEPTS 10 THROUGH 13 FOR ANCHORAG : SPACING AND EMBEDMENT INFORMATION. OVERHANG • T> . BOO OH LENGTH OH HEIGHT SAL TO 1 0 OR GREATER -- [ V2447 A. , P.E. PE area ml � 9- - FOR COMPLETE oESCwPnoNS) 0R • 7,9 9918" (A IBS P S ) 1 SEE NOTE 3 Own* 1 Tom AK : ae�c FJG ii1@ 1070 >z aa'DRIVE A,srne As AmOsse DPAND ANCHORAGE, LAW TABLE 2 ALUM SLIDING GLASS DOOR, IMPACT a E+emeet.. NEW ou" m'alnaeoarotuoerae�e - - ihatblyBeue► (, m." f os.e - 1 1 °' aaa+•. - I 8118 11 I •� A • • •••e•• • • •••• • • •••• • • • •••••• • • • • • • • 000000 ••••• • • ••••• * •• • • • • • 000000 0 00000 • • 00 • • • e • •••• • 0 00000 • • •••• • •••••• • • DESIGN PRESSURE AND ANCHORAGE . FULL REINFORCEMENT - 6 1M" SILL (SEE NOTES BELOW FOR OTHER SILLS1 TABLE 3. Laml 7/18 or 9118'Heat/Heat w/ SOP or SVS InMriayr > HEAD & SILL. (H&S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 4, 8,10 >JAMB ANCHOR QTY. >P-HOOK ANCHOR QTY. (SEE DETAIL SHT.13) DWR !0'.IGHT 80' ( 1 84" ( I 00° (76) { or (80) 1 1 02" (8 I 108" ota 1 14" (96) ' 120° (100) 1 FRAME am CLOOM ON00 ON0° I ONOOHZ 1 000r1A 8'Z I moo ON0O t Ott ONOD 'L CICOM E LI oNoo 'Li t 000M moo 0 � mom 'e WOO 'L I 0i400 A TABLE 3A. SILL HT. VS POS. DP MU. PQS- DESIGN PRESSURE DESIGN PRESS. +1051 -115 +105/- -115 +1051 -115 + 051115 +103/11 +105111$ ow-ifs +105/ - 1f8 H&S C44% C4+1 04 +1 C4+1 C4 +1 C4+1 C4+1. 04 +1 C4+1 04+1 04 +1 C4 +1 C4+1 C4 +1 :C4 +1 C4+1 C4+1 05+1 C4 +1f C4+1 05+1 C4 +1(.04+1 C5(1 24"120) JAMB 8 I 8 8 8 8 a 9 9 9 8 8.' 9 10 10 10 11 10 10 11 11 11 12 11 1 11 P 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 8 i t 6 8 6 6 8 6 15/8" N/A DESIGN PRE$S: + o5/-11 + 05111 +105/ -115 + 05111., +1051 -115 "C4+1 .11(5 +105-11 + 051-11 1468 C4+1 C4+1 04+1 04+ C4+ C5+ C4+1 04+1 05+1'04 +1 04+1 C5+1 C4+4 06+1'04 +1 C4 C8+1 C4 +1 C4 +1 C8+1 04+1 C4 +1 C7 +1 23/4" +SO,O PSF 30"(28} JAMB 9 � 8 9 10 8' ' 8 11 9 9 11 9 9 12 10 10 13' ' 10 10 14 11 11 14 11 11 P4400 4 4 5 4 4 5, 5 5 8 5 5 8 5 5 8 8 8 7 8 8 7 6 6 7 31/2" +73.3 PSF DESIGNPR5$$. +108/ -11 +105/415 +105/ -11 +105/.11 +)05141 +105111 +105/71 +105/-11 H83 C4+1 C4 +1 C4+2 04 +1 C4►1, 05+2 C4+1 C4+1 C5+2 04+1 C4+1 .C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 08+2 C4+1 C4+4 07 +2 C4+1 04+1 C7 +2 4' 112' +100.0155 38"(30) ,16MB 11 I 8 9 12 8 9 12 9 10 13 10 10 :'.14 10 11 15 11 12 18 11 12 17 42 19: Pai00 4 4 8 4 4 8 5 5 1 7 5 5 7 5 5 7 5 8 8 8 8 8 6 8 8 5 1/4" +115:0 PSF DESIGN PRESS. +1051-11 #1051115 +105111 +195/-115 +105111 +1051-11 .1051-11 + 081.115 C4+1 C4+1 C5+2 C4+1 C4+1 . C 6+2 04+1 C4+1 C6+2 C4+1 0411 072 C4+1 C4+1 07 +2 C4 +1 04+1 08+2 04++1 .04+1 C8 +2 05+1 04+1 09+2 SEE NOTES 1-3 JAMS 1 10 14 11 5 + 0 4100 4 4 7 4[ 4 7 5 5 7 8 5 8 5 5 8 5 5 9 8 8 9 8 6 10 DES (PRESS. +1051115 + 05/ -1(5 +105/ -115 +105/-11 + 051 -115 +105/415 +1051-11 + 05/-11 +.1 48"(40) H&S C4+2 C4+1 08+3 Gi +2 04+1 04+2 04+1 C8+3 04+2 04+1 0 +3 C4+2 C4+1 C1 +3 04+2 C4+1 . C8+3 C4+2 04+1 C8+3 04+2 04+1 09+3 JAMB 14 10 11 15 11 12 18 12 12 17 12 13 18 13 14 ' ' 20 14 15 21 45 16 22 15 17 P4100 5 4 7 5 4 8 5 5 8 5 5 9 6 8 $ 6 6 10 6 6 10 y 8 11 DESIGN PRESS. +1051-11 +105/ -1 +1051-115 +105/ -115 PANELS OVER 48' WIDE NOTAVAILABLE OVER 96' HIGH 54" (46)' H&8 C4+2 C4+1 C8+3 C4+2 04+1 C7 +3 C4+2 C4+1 C7 +3 C4+2 C4 +1 C8+3 JAMB 18 1 11 12 17 12 13 18 13 14 19 14 15 P-HOOK 5 4 8 5 4 9 6 5 9 6 5 10 DESIGN PRESS.. +05/ -14 +1051 -1 +105111 +I ifs 80" (50) H &S 04+2 C4+2 08+4 CA+2 04+2 C7+4 C4+2 C4 +2 C8+4 04+2 04+2 C8+4 JAMB 17 12. 13 18 13 14 . 20 14 18 21 15 16 P-H00 5 4 9 : 8 4 9 8 5 10 8 5 11 PRODUCT REVISED ®Ymawit51 fix• n 1 S r n d � v w t v l m • • • • • • • • • • 0 , • • • • • • 1. PRESSURES 2. E41 USING THE 2 N/OI1NSITNIE 41/2' SILL, 3.2.15$ i 1/2", 4 lir AND •ONLY B6 USED WHERE 1•f'HE DOOR IS •'J 4St'•QNDITION IS 4 �i0 R TYPES: 1. 5. SEE + EIS 10 THROUGH C GLA4 TYP S: IN TABLE ARE BASEDON THE USE OF THE 51/4" SILL 3/4" SILL, POSITIVE DP 1$ 60.0 PSF MAX, WITH THE 3112" SILL, POSITIVE DP IS 73.3 PSF MAX AND UNCHANGED), 3A. OH LENGTH POSITIVE DP IS 100.0 PSF MAX (NEGATIVE PRESSURES SEE TABLE 51/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 15/8" SILL 1S NOT AND MUST WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED OVERHANG OH LENGTH PROTECTED BY ANOVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM) OH NOT RATED FOR WATER INFILTRATION HEIGHT 1/4" ELCO ULTRACON (FORMERLY TAPC 3. ON) 2.1/4° ELCO 554 CRETE -FLEX 812 STEEL SCREW (135) 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) + 1 OH HEIGHT Q� EQUAL TO 1 OR GREATER g !J I (72 61 Lune A Tumor, P.E PEfdB't01 Modtantsal • 4 - 8" LAM( (H S 5,10 - 18" LAM( (HS-HS H W/ 8G OR SVS) W/ SSGP OR sv__,)s SEE NOTE 3 Fe( rta"r RIC 1070 TECHNOLOGY OWE NOKOMIA R.04278 RQ Box ow mamma R.3.274 T DP AND ANGHOPAGE LAMI TABLE3 ALUM- SLIDING GLASS DOOR, IMPACT FEWDPANDANCHORAGE MIX i Belzer •Amm ar 8130780 •.e l NTS at. 18 023 •.roaa _ 1 8100111 I A p�, •••• • • • ••••• •••• o • • •0•••• • • • • • • • • • • • •• ••••• 00000 • 0 00000 0 00000 • • •• • • • • • •••• 0000 0000•• • • • • • 000000 • • • •••• • • ••. DESIGN PRESSURE AND ANCHORAGE RCEMENT - 41/2" OR NOTES BELOW FOR OTHER SILLS TABLE 4, Laml I.G. w/ 7116 or 9116 Laml Arm/Heat IM•rlayr >HE INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR CITY. PER PANEL GLASS TYPES: 13,16,19, 21, 25, 27. 31 >JA! -HOOK ANCHOR CITY. (SEE DETAIL SHT. 13) ..w., HEIGHT NOM PANEL DESIGN 24 °(20) DESIGN 30° DESIGN DESIGN DESIGN 48"(40) 1 f ONOO'Z pti I £L 8 itailiECUHEMIEUIEMELU $ JiT : e . $ 5 0N00 g coca 'MI ' A - EIMILCII i. ' e Mil MOO Z Li] ao tl 1+1 EMI 8 a e "MI EMI � mumaaniu IZELIIKallialll g TABLE 4A. SILL HT. VS POS. DP SILL HEIGHT POS. DESIGN PRESSURE IILIIppp111311111.11 a�I EIIIIL111A 6 Kill KIN lallKM L7pI1[,5LILLIIKEIIIELN r 1 KUMMAIKiiM WOKE AAAA :.1� ! Kill KIM KIM : 1 1 15/8° NIA AASII IreMill A Kin III IlUllAAAA AAA immaram KIN MIME - • IU 11® AA Ireala A® A® Era 10 71 ;il EMI 7, T. "ear -, ® 8' L L ti1 to oo AAAIKEAAAAAAAA IT t.111AAAAKiiT11AiI11KUNKLli[ItA MN E:TI ILEAAAAAMO :,e 7 :: � AAAAAAA__ ::4 a 471+1 C4+1.. Vii. C4 +1 KEN Inn ® ®® _ e 23/4 +50.0 PSF 31PP 41Y2 +73.3 PSF +80.0 PSF N? AAA AA IMO + .. >, MAKE KMA .• i AKM Kill ®MI 1lli MIRtKE111131lA KII +Sel KAIAIIKIIIKM C4+1 Kill C4+1 C5+1 ®® Mil 7- NUN KIIIIL Mill Mill »Ir i 7 e 8 1t4° +80.0 PSF SEE NOTES 1-3 I,:�l 8 C4+1 04 +1 C4 +2 C4+1 C4+1 04+2 C4+1 C4+1 C4 +2 C4+1 C4+1 C4+2 C4 +1 C4+1 C4+2 C4+1 C4+1 C5+2 10 9 9, 11 9 9 : 11 10 10 11 10 ..10 12 11 11 12 11 . 11 6 . 4 4 iT: - . 5 5 8 e 7 .:.. 5 5 + T :; 8 5 5. 8 :'e? e 5 . 5 rew, } 8 .. 8 8 ,vr' 8 8 - 8 'IT ,, 7 1=7 a1 C4+2 C4+1 C4+1. C4 +2 C4+1 C4+1 C5+2 .C4+1 C4+1 C5+ C4+1 C4+1 C5+2 C4+1 C4+1 .C5+2 ;C4 +1 C4 +1 C5+2 C4 +1 C4+1 C5+2 8 11 : 8 8 12 9 9 12 9 10, '12 10 10 :; 13 10 10 13 11 . 11 13 11 11 8_ 4 4 8 5 5 8 6 5 7 _. 5 5 8 5 5 7 8 8 7 8 8 7 DESIGN PRESS. + ■ e , A • ;i :: SEE EXAMPLE OM CORNER ANCHORAGE PLAN AND Ol0(STRAIGHT DOOR ANCHORAGE PLAN ON SHEET 10 PANELS OVER 4b WIDE NOT AVAILABLE OVER 95" HMI 54° (48) H&S 04+2 C4 +1 C4+3 JAMB 11 8 9. 12 9 9 13 MA 10 13 10 p .. 4 4 8 4 4 8 5 7 5 5 7 DESIGN PRE = r '' + ;r :,, :T :,:: 60" (50) DliE11 ®ILIIIIE1111=11iE'II1/1®i17I Mall KEN as complyks *Mel Fka some code a 1 °° - ;yr;FAi l i� P-HOOK •• • • • • • 1. RO SI 1VEVIESSURES IN TABLE ARE BASED ON THE USE OF THE 4 1/2 OR 61/4" SILL 2 . V4II NJSING THE 2 314° SILL, POSfTIVE DP IS 60 PSF MAX AND WITH THE 3 1R° SILL, POSITIVE. PRESSURES IS 73.3 PSF MAX (NgliATIVZ UNCHANGED). SEETABLE 4A I OH LENf3TH 3. )3 4 31 4112' AND 61/4 SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 15/8" SILL IS NOT AND MUST ONLY I ' a LENVHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 4 MAY BE USED INNw rE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); IS NOT RATED FOR WATER INFILTRATION OVERHANG :.. ... = .rte OH LENGTH 4. P CONDITION TYPES: 1.1/4 ELCO ULTRACON {FORMERLY TAPCON) 2. 114" ELCO SS4 CRETE -FLEX 3.512 STEEL SCREW (GS)' OH 5. BhIIaETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. HEIGHT OAKS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) OH HEIGHT EQUAL TO 1 a GREATER l OR � - ‘ !'"' ! �L /G� y 7 L,xeaA Timmq PP. PE 00291 Meehai tml 13,115 - 9'1/18° LAMI I.G. -3/18° T EXT. CAP, 3B° AIR SPACE & 7/16" LAMA (AN-1-18 W/ SOP OR W.) 1 :19,21 1/18° LAMI LG. 3/16" T EXT. CAP, 6/18° AIR SPACE & 9116° LAMA (AN-S- W! SOP OR M 24 ,27 - 11/1 LG. 1/4" T EXT. CAP, 5116" AIR SPACE & 7/18° LAMI (AN- -HS W/ SOP OR SEE NOTE 3 31,33 -1 1/18" LAMA I.G. 1/4 "TEXT. CAP, 1/4° AIR SPACE & 9/18" LAMA (AN -HS W/ SGP OR 1070 TECHNOLOGY DANE tammaxnatioa P.Q fArg 1629 NOW= FL34274 DP AND ANCHORAGE, LAMA I.G. TABLE4 ••••7 ftrattirair ALUM. SLIDING GLASS DOOR, IMPACT FA - I OI A NErDP ANDARO/DRME/AWE - _ Viably &UT &?1°aao- scam mr° NTS t.• 7 a 23 ornw -- - 8100 -11 °,,, A FF J W il 07 k Dew I • • ••1•• • • OOOOO • • a 1 111•• •••• • • OOOO • • •1•••. • • 1 ••111 • • • ••1000 •••• • • 0 ••• 1 111•• • • • • • •• • • • • •• • • 0 • • • •••• •• • • • • ••1••= • DEMON PRESSURE AND ANCHORAGE . FULL REINFORCEMENT - 6 1" SILL (SEE NOTES BELOW FOR OTHER SILLS1 TABLE & bold LG. vs/ 7118 or 9118 Lain! Fleateleat w/ SOP or Vanceva Intorlayor !A0 & SILL (H &S) INTERLOCK CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL MB ANCHOR QTY. >I . (SEE DETAIL slit 13) DOOR MIGHT BD° (88 J 84 (70) J 90" (78) I 95" (80) iw (55) 108" (90) 14" (98) 120 (100) SILL HT. vs TAI3LE BA. POS. DP 1 I /nit 111 11 1 l 1 a I DOWN l 3NO3 'Z a OOO1N re ! ONOO'1 OOOM '£ Z ONOO $ , , OOOAft '£'Z S m _____ ONOO ' 8 a of ONOO 2 2 OOOM'£Z SILL HEIR POS. DESIGN PRESSURE + 051-11 + 051 -145 + 051-11 C4 +1 C4 +1 C4+1 04+1 C6*1 C4 +1 C4 +7 8 8 11 10 10 12 11 15(5° WA _ IItI 1.1 4 4 4 b b l l B S 8 [ 6 6 .8 8 8 8 8 +j05/ -115 +1 1 +105/-1 5 5 +i(5F1 5 +1� 115 +105 11 +101.115 +l 1 1 $ 3ta° 3 , +50:0 PSF +73.3 PSF .C4+1 C 4 + 1 C4 +1 .'C4+1 :C4+1 C5+1 C4+1 C4 +1 C5+1 C4 +1 0 4 + 1 05+1 C4 +1 04+1 C8+1' C4!1 C4+1 "C8 1'.C4 1 C4+1 C8+1 C4 +1 C4+1 C7 +1 9 8 8 10 8 8 11 9 9 11 9 9 12 10 10 13 10 10 14 11 11 14 11 11 4 4 ` 5 4 4 b 5 6 8: 8+ 8 8 5 8 S+ 7 8 + 7 B 7 +1 05d 146 +1054 -1 1 +10SI118 05/-11 +f05/-115 051-1f5 =148 115 + 05! -11 a . +100.0 PSF 04 +1 C4+1 C4+2 04+1 C4+1 C5+2 C4+1 C4 +1 C5+2 C4+1 C4+1 C8+2 04+1 04+1 C8+2 C4t1'.C4+1 C8+2 C4t1 04+1 C7 +2 C4 +1 04+1 07 +2 11 8 9 12 8 f 9 12 9 I 10. 13 10 1 10 14 10 11 15 11 12 18 11 12 17 12 13 4 4'_ J 6 4 4 1 8 5 8 7 5 8 7 5 8 7 6 5 8 8 8 8 6 8 9 8 114° +105.0 PSF + 05.41 +105/ -11 ( I +1054 -1 5 + 05/ 1 3105t-11 +105 -11 ++05(4 +1051-113 C4+1 C4+1 C5+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4 +1 C7 +2 C4+1 C4+1 C7 +2 04 +1 C4 +1 C8+2 C4t1 C4+1 08+2 C5+1 C4+1 C9+2 SEE NOTES 1-3 13 9 10 13 10 10 14 10 11 15 11 12 18 12 ..13 17 12 13 18 13 14 19 14 1 15 6' d 4 4 7 ,. 4 4 7 5 5 7 5 5 8 5 5.' 8 5 5 9 8 0 9 8 8 10 +10544f5 +105116 +105/ -11 +10" 116 +105/ -1(5 +1051-11 +105/ -11 +1054 -11 C4+2 :C4+1 05+3 C4+2 C4+1 06 +3 C4+2 04+11 08+3 C4+2. C4+1 07 +3 'C4 +2 04 +1 C7 +3 C4+2 C4+1 05+3 C4+2 C4+t C9+3 C4+2 C4 +1 C9+3 14 10 11 15 12 18 12 17 � I 13. : 18 13 14 14 15 21 16 22 18 17 PHODK S ' 1 4 7 5 4 8 5 I 8. 8 5 I 5 9 8 5 9, 8 5 10 8 8 8 10 7 8 11 DESIGN PRESS. + +105.11 1 + 061 -1(S fI + 05/ -1 8 PANELS OVER 4r WIDE NOT AVAILABLE OVER or HIGH t H&S C4+2 C4+1 C8+3 C4+2 C4+1 C7 +3 C4+2 C4+1 C7 +3 C4 +2 C4 +1 08+3 54° (48) F JAMB 16 41 12 17 12 1 13 18 13 14 19 14 15 (P-HOOK 5. 4. 8 5 4 9 0 5 8 8 5 10 DES9.N: PRESS. +105/ -145 +1051 -11 + 0N-1 +105/:1(5 H&S - C4+2 C4+2 C8+4 .C4+2 C4 +2 C7+4 C4 +2 C4+2 C8+4 C4+2 C4 +2 CBM 80°(50) JAMB 17 12 13 16 13 14 20 14 15 21 15 18 norm r wta as now > i ,, M ONO yryjy,;, .+si ► L - -, PHOOK 5 4 9 8 4 9 6 5 10 8 5 11 • s • • • 1. PO RESSURES IN TABLE ARE BASED ON THE USE OF THE 5 VW SILL 2. �M G THE2 3/4" SILL, POSITIVE DP 18 MO PSF MAX, WITH THE 3 112° SILL, POSITIVE DP 1S 73.3 PSF MAX AND W8d T 4 1P2" SILL, POSITIVE DP IS 100.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED) SEE TABLE 6A. OH LENGTH 3.22g ' 1/2°, 4 112" AND 5144° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 15/8 SILL IS NOT AND MUST r '5 BE QNEY&'USED WHERE WATER RESISTANCE IS NOT REQUI RED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE MAY USED WIHE$Iq'HE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); 001VDITION IS NOT RATED FOR WATER INFILTRATION. OVERHANG OH LENGTH 4t�2 TYPES: 1.1/4' ELCO ULTRACON (FORMERLY TAPCON) 2.114° ELCO 354 CRETE -FLEX 3.1)12 STEEL SCREW (C) 5 10 THROU43H 13 ANCHORAGE SPACING AND EMBEDMENT INFORMATION. HEIGHT erS �E KEYS: SEE NOTE 4, SHEET 1 FOR COMPLETE. DESCRIPTIONS) OH HEIGHT z EQUAL TO 1 OR GREATER w ,,, r � 4-779 I if ��t u•eaaran@r. P E PE 201 Mechanical 14,16 -1 1116° LAMI 1 G. 3/16" T EXT. CAP, 3/8' AIR SPACE & 7/16° LAMI (HS-HS W/ M OR SVS) 1 • • 2Q01! 1/16" LAM I G. 3/16° T EXT. CAP, 5/113° AIR SPACE & 9/16" LAM! (HS-HS W/ SGP OR L) $ 66,28 -� 1/18° LAMI I G. 1/4" T EXT. CAP, 5/16° AIR SPACE & 7/16" LAMI (j -HS W! SGP OR SV3) SEE NOTE 3 32,34 -1 1/16' LAMI La 1/4° T EXT. CAP, 1/4° AIR SPACE & 8/16" LAMI (HS -F�S W9 SGP OR 1070 s 2 " P.d. 1829 A FL 34?7s 7 DP AND ANCHORAGE, LAMA G TABLE5 i • : ALUM. SLIDING GLASS DOOR, IMPACT ,�� PR ass FJC 11 •7 A ML+YDPM9)AAfl94mWG•TABLE l�fsi b/y BetBetter n a,neet Se I ®e° NTSI ewe 8 a23 miss se 810011 I' 1 A aas 511107 07 mesa es maa I • • •••••• • • 04 00••• • • • 4040 ••40• ••4040• • • • • • OOOOOO • • •••••• • 0 • •••••• •••• • • •••• OO O O O O O • • • • • • 40• • • •• • OOOOO • • • • s •• • •••• • •••• • •••• 0 DESIGN _ _ E E MD ANCHORAGE - NO REINFORCEMENT PLUS ANCHOR QTY. TABLE B. 4 lir OR 5114" SILL (SEE NOTES BELOW FOR OTHER SILLS1 PER PANEL >HEAD & SILL (H&S) >JAMB ANCHOR layer ,23,24,29,39,35,38 INTERLOCK .& STRAIGHT & CORNER ASTRAGAL CLUSTER QTY. >P -HOOK ANCHOR QTY. (SEE DETAIL $Ht 13) DOOR HEIGHT 80" (88): 84" (10) 90° (78) 88° (80) FRAME SIDE 2 \$ 0 111 WOO 't OW* \ \ [ 000M H [ ONCO [ 3N00 � V T [ ONO°V [ OCKVA & * moo G 'S% WIMAI 2 Igaw.,■1 I MI 1E 1[LI E.Q31KEZU 1E21 IM I1La:III[E111IIMO elill '1 ME EMI MEM MEI NMI 11112111111131111111311 WEI MILE II17 MUM U MNIENEIN WEI NEM NM EMI MUM MUM MN DESIGN 'RET. +'fi Eli it ;r : r ; , '1 30" (28) H&S: C4+1. C4+1 C4+1 C4+1 04 +1 C4 +1 04 +1 C4+1. 04+1 C4+1 04+1.:04+1 JAMB 8 8 8 8 8 8 9 9 9 9 9 9 P ..e ( 4. 4. 4 4 .4.. 4 5 5: 5 5 Emicamin 5 5 Vie■ ®: •gym 38° Kalil iII I i 1GIMiIUM G�ii ii a i u I 8 8 8' 8 8 8 9 9 9 9 9 .: 4 4 4 4 4 4 8 6 8 8 5 DES PRESS. - -. -. : z? E r Ti :. 42" {38) H&S C4 +1 04+1 C4+2 04+1 C4 +1 C4 +2 01+1 C#1 C4+2 C4+1 Ch+1 C4+2 JAMB 8 8 8 8 8 8 9 9 9 9 9 9 P •• 4 4 4 4 4 5 5 6 6 5 6 5 DESIGN PRESS. '? ; - • + r;r -85 r ic_ 48" (40) H&S C4 +1 C4+1 04+2 C4+1 C4 +1 C4 +2 C4+1 C4+1 C4+2 C4+1 C4+1 C4 +2 JAMB 9 8 8 8 8 8 10 9 9 10 9 9 P -H••,I 4 . q 5 4 4 5 5.. 5 5 5 5 5 • • • ••••• • •••••• • • • •••••• • ••••• • ••••• • • •••••• • • • • •••••• •••. • • 00000 • • s • • • •• • • • •• • •.•••• • • • •• • • • •••• •••• • • • •••• OH HEIGHT L w OH LENGTH OVERHANG OH LENGTH 0H HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 PRODUCT REVISED aimplying ildbaCod 16e81a1d. Am:lama No - •'.1i SC97- TABLE 6A. SILL HT. VS POS. DP POS. SILL DESIGN HEIGHT PRESSURE 15/8" WA 2 3/4 +50.0 PSF 3112` +73.3 PSF 41/2" +100.0 PSF 51/4 +105.0 PSF SEE NOTES 1-3 ( '/64 q 1. POSITNE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4112" OR 51/4 SILL 2- WHEN USING THE 2 are SILL, POSITIVE DP 1850 PSF MAX AND WITH THE 31/2° SILL POSITIVE PRESSURES IS 73:3 PSF MAX. (NEGA'B1E PRESSURES UNCHANGED). SEE TABLE 8A. 3.2 3413 1/1•, 41/2" AND 51/4° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 15/8" SILL IS NOT AND MUST ONLY BE l)$ED WHERE WATER RESISTANCE IS NOT REQUIRED- POSITIVE DESIGN PRESSURES SHOWN IN TABLE 8 MAY BE USED THB DOOR 18 PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM), •rC� e • ON 1S NOT RATED FOR WATER INFILTRATION. 4. ANCHOR TYPES: 1.1/4 ELCO ULTRACON'(FORMERLY TAPCON) 2 1/4 ELCO S84 CRETE -FLEX 3.912 STEEL SCRE AI(05) 5- uji9.1FS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6- SOSO I'VE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) /18" LAMI (61-E1 W! DBPVB OR SSPVB) 51,12 - ei8" LAMI (AN-HS W/ DBPVB OR SSPVB) 1718• f /18° LAMI LG. 3/18' T EXT. CAP, 34 AIR SPACE & 7118" LAM! (AN-HS VW DBPVB OR SSPVB) e'j,%4 a /18" LAM81.G. 3/18" T EXT. CAP, 8118 AIR SPACE & 9/18" LAMI (AN-HS VW DBPVB, OR SSPVB) 29,00 - 11/18" LAMI 1.G- 1/4° T EXT. CAP, 5/18° AIR SPACE & 7/18" LAME(AN -HS W/ DBPVB OR SSPVB) ‘3E,31?- LAMI LG. 1/4° TEXT. CAP, 1/4" AIR SPACE & 9/18" LAM! (AN-HS W1 DBPVB OR SSPVB) • • • aweee�• • FA* Br FA FF DIM Osee HAAT Aft /07 Awittnr A . dao67ar 100 OP AtAINAHORA0E TAMZB Met NtuttLT AFL:4773 P.a8QX18 l401(O604 FL 31774 Vwhly Better DP AND ANCHORAGE LAM! & LAM! I.G. TABLE 6 INC ALUM. SUDING GLASS DOOR IMPACT Etedlelbbt raise NTS tftsb 9 v mra.0 8100-11 A Lucas A. Tura; P.E. PE1 M • • 0 •..• • • ••••.. • • • •••••• .••.• • • ••••• • • •••0•. • • • • • • • •••• • • •••• ••... • • • • •• • • • •• OOO • • • • • • •'• •••• 0 0.0 • • •••• HVHZ ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4' EI:CO ULTRACON (FORMERLY TAPCON) 2) 114° ELCO SS4 CRETE -FLEX 3) 412 STEEL SCREW (35) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1.8. SHTS. 4-9: HEAD & SILL. 8° MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 4-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL ANCHORS PER PANEL (THE 8' FROM CORNER ANCHORS CAN BE INCLUDED). ADDMONAL ANCHORS 24° MAX. ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS ON SHT. 11. 24° MAX • • JAMBS & P- HOOKS... 711118" MAX FROM BOTTOM AND 2411'2 MAX O.C. UTILIZING ANCHOR QUANi1T1ES FROM APPROPRIATE TABLES, SHTS. 49. SEE P -HOOK ANCHOR DETAILS ON SHEET 13: ANCHORS PER PANEL ARE THOSE — — — ••• �_ — INTERLOCK , — ∎ — — ASTRAGAL AT THE HEAP AND SILL BETWEEN "`� 8° MAX CENTERLINE SEE CLUSTER DEL 5HT 11 CENTERLINE — y 8° MAXI CLUSTERS OR THOSE BETWEEN �■ o l o 1 0 / o a o 0 Kay I � � / I CLUSTER AND A FRAME JAMB OR • . (7) P-HOOK ANCHORS FIRST ANCHOR AT BOTTOM TO BE PERPENDICULAR TO GLASS. ANCHORS THEREAFTER ALTERNATE PERPENDICULAR AND PARALLEL TO GLASS. SEE SHEET 13, P-HOOK INSTALLATION DETAIL. 241/2" MAX. O.C. 711H8" MAX NTERIOR INTERLOCK CENTERLINE MIN. CLUSTER, TYP. 3 SEE CLUSTER DETAILS, SHT. 11 24° MAX O.C. EXAMPLE OXX ANCHORAGE PLAN C5+2 HEAD & SILL ANCHORAGE (3 PANEL. 2 -TRACK EXAMPLE SHOWN) (20) ANCHORS TOTAL EXTERIOR — - I (3) PANEL 48" x 96" DOOR FROM TABLE 4, SHT. 7,. #12 WOOD SCREWS IN WOOD SUBSTRATE C6+2 & CORNERS = (27) ANCHORS TOTAL AT HEAD AND AT SILL SEE CLUSTER 4 C5 2 C6 2 C5 4 DETAILS, SHT. 11 6° MAX 24° MAX. O.C. 711118° MAX. 24112° f MAX O.C. 711/16" MAX I , I --.I - - e° MAX TYP. 24° MAX. O.C� L— 90° CORNER A EXAMPLE OX -X0 CORNER ANCHORAGE PLAN: (4) PANEL, 48" x 96" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE (10) JAMB ANCHORS pRanucrataveas Bonding 006 Moot:gooN No 08- ¢0 .lI ... :,antes .; ogee NTERIOR ss Cas • •r• listAss Arad* Orr " ILdloor MOVEANDOPAPAMPA ORTABLESTOW13AAREVAIEMAFIE Alt - - . 1147/07 A NOM OZAM F.11 *C 5I1/07 tllarre 10 F _ .i. JgYf Vi loolec alw.oerw+vE NOKOMI41134573 P.. BQX 15 a3t174 Pc r T/L+tldy Better ANCHORAGE SPACING & EXAMPLE PLANS ALUM. SLIDING GLASS DOOR, IMPACT Er>amo I NTS 110 or 23 I En.'11A4 8100 -11 I A Lucas A. Turner. P.E. PE1 Moat • • ••• • • • •• •••••• • 00 0•• • 000 • 0 .000 • • • •••••• • • • •••••• •••• • • •••• •• • • • •.•• • • • • •• • • • • • •• • • • •••• •••• • • •••• 2-TRACK. OUTSIDE CORNER 8 ANCHOR CLUSTER �� 1 g'1' �\ INT. \ 1 • RAW* FX Faso* r INT" L 1, ITV VI 0• • 3.313 UTSIDE CORNER OR CLUSTER R.ggela Rodokaa Wtltlmc A Oda 1 BA 2.629 )000007 fW O _1 INTERLOCK CENTERUNE 1.858 2 -TRACK ASTRAGAL (INTERLOCK 4 ANCHOR CLUSTER 629 .184 J , L r NA .13 L NEW SHEE7. AOD4•imacerAMH.EctosTERANDODRNIR E,•IAff1E CLUMEtDETAILS INTERLOCK 1 CENTERUNE 1 2.829 i 2 -TRACK INSIDE CORNER A 8 ANCHOR CLUSTER J 3 -TRACK INSIDE CORNER ® 10 ANCHOR CLUSTER Ka 71Z _1 rA CRAmmy 1858 INT. TRAOAPir INTERLOCK INTERLOCK CENTERLIN 3.313 CENTERLINE 2-TRACK ASTRAGALltNTERLOCK 5ANCHOR CLUSTER r tom TECHNOLOGY DRIVE WAWA FL 34278 A� 18w FL 3674 TRAkuCu INTERLOCK CENTERLIN oo 1.14. -r1' 3- TRACK. ASTRAGAL /INTERLOCK 4 ANCHOR CLUSTER 1.858 3.313 MT. 1 2:829 L. 4-184- J L 4- TRACK ASTRAGAL IINTERLOCK 4-TRACK, ASTRAGAL IINTERLOCK A 4 ANCHOR CLUSTER A 8 ANCHOR CLUSTER 2.629 I I 1 TRACA[NC- INTERLOCK+ CENTERUNE I 3.313 1 INT. 3.313 2.629 2.828 4.184 J EXT. NITTA L 3.313 J 1— — 4 - TRACK OUTSIDE CORNER 4-TRACK, INSIDE CORNER A 10 ANCHOR CLUSTER ® 8 ANCHOR CLUSTER ANCHORAGE, EXAMPLE CLUSTERS ALUM SLIDING GLASS DOOR, IMPACT 8ea42 aeae •0-e Rr ♦ 7� NTS 111 d 23 8100-11 A 3.313 INT. 2.829 1 1 1 _ 4.184 _ 5 ANCHOR CLUSTER casnp lpE9g'WbhILC POoAEs ICO ; C,lf 1 I /2(/i$ Wan A. Tumor, P.E. PEi48201 Meoherdml • • • • •••• • • • ••••• •••• • • •••1 • • ••••• • • ••••• • • OOOO • ••• • • OO • • • • • • •• • • • • • OO OOOO • • • • •• • • •••• • •••• •••• • 1" MIN. E.D. TYP. NEM 217/32" C. 13/8° MIN. MAX. MAX. SHIN. � t SHIM WOOD ANCHOR TYP., SEE NOTE 2 DETAIL AA, 2- TRACK FRAME HEAD WOOD INSTALLATION SEE NOTE s� P t— . 1 Z 17132° O.C., TYP. E.D., TYP. DETAIL AE. 2 -TRACK FRAME SILL WOOD INSTALLATION SEE NOTES 3/8" MIN. 1" MIN. E.D. TYP. SEE NOTE 5 217/32" O.C., TYR I DETAIL AJ.:4 -TRACK FRAME SILL WOOD INSTALLATION A 2x WOOD BUCK TYP., SEE NOTE 3 /32" O.C. ft138" AAIN. WOOD ANCHOR TYP., SEE NOTE 2 DETAIL AB. 3 -TRACK FRAME HEAD WOOD INSTALLATION 217/32" O.C., TYP. ° MINI ED., TYP. DETAIL AF. 3 -TRACK FRAME SILL WOOD INSTALLATION WOOD ANCHOR TYP SEE NOTE 2 b \/I ED., TYP. 318" MIN. 3/8" MIN. 1/4" MAX. SHIM DETAIL AC. 2 -TRACK FRAME HEAD CONCRETE INSTALLATION 217/32" O.C., TYP. SEE NOTE i•i'1�l-• � 'Sjlll� 2 1/2" MD& E.D. TYP. DETAIL AG. 2-TRACK FRAME 811.1. CONCRETE INSTALLATION CONCRETE ANCHORTYP., SEE NOTE 1 2 17/32" O.0 TYP. SEE NOTES 212° MIN. ED. TYP. DETAIL AK 4 -TRACK FRAME SILL CONCRETE INSTALLATION L 1/4" j MAX SHIM - 2 17/32° O.C. TYP. TYP„ SEE NOTE 1 DETAIL AD, 3 -TRACK FRAME HEAD CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE NOTE 1 CENTER ANCHOR STAGGERED ON 3- TRACK TYP. SEE NOTE 5 CONC. TYP. SEE NOTE 1 2 1/? MIN. ED. TYP. DETAIL AN 3 -TRACK FRAME SILL CONCRETE INSTALLATION ( I726//Pr NOTES PERTAINING TO ANCHORAGE DETAILS ON MTS. 12-13: A 1. (Fog tekyCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" ULTRACON (FORMERLY TAPCON) MIN, 1 3/8" EMBED. OR 1/4° g.00 SS4 CRETE -FLEX -1.3/4".MIN EMBED 2. OR WOOD APPLICATIONS USE 812 STEEL SCREWS (G5)i . 1/4" ELCO 8S4 CRETE -FLEX MAY BE USED INSTEAD OF 812 SCREWS. 3.•YMAOD EgJCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD • DUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 4SPRQYED BY THE AUTHORITY HAVING JURISDICTION (AHJ). FORA ACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1i14 THICK THE ALUMINUM STRUCTURAL /88R SHALL BE OF A SIZE TO PROVIDE FUU. SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS 48641, BE 812 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES • USINt ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1.8, SHTS: 4.9, FOR ANCHOR TYPE 3 ARE ACCEPTABLE 6. SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED NON-SHRINK, NON- METALLIC GROUT, 3400 PSI MIN., (DONE BY • •OTWDSS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE EBSTRATE *WOOD, 308 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY • • J�I HWF1G JURISDICTION. • mad* row lawn* • lex FX FF 11/8107 6N,V7. A Ctmlad u ADD 4.7R4ACFRAM9 S114 DOTAL&DETA¢N CENTER ANCHOR SrlAa DI I aov�orm7 1070 7ECHNOLOGY DRYE NOONEA FLW P.Q AQx 1829 ND - FL 944 Virthy Beer ANCHORAGE DETAILS nw ALUM SLIDING GLASS DOOR, IMPACT 8a6,0110* Halir •00. I MIS 12 23 > 8100-11 A Lucas Turner. P.E. PENS: VI Merhazdeet • ••••i • •••••• • • •••••• ••••• • • • • • • • 000 • •• ••••• • • • • • • •• 000 • .••••• • • • • • 000 • • •• • • • • 000 •••• • • •••• DETAIL'S', SHT. 18- DETAIL 'C, SHT. 18 ' I-DETAIL A, SHT.18 DETAIL V, SHT.18 DETAIL S, SHT.18 191 7/18" MAX. WIDTH OXXX (2 TRACK) NOTES: 1. SEE SHEET 15 FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH m 60". SHTS. 16-20 FOR SECTION DETAILS AND SHTS. 4-13 FOR ANCHORAGE DETAILS. ® 2. REINFORCEMENT LOCATIONS: REINFORCEMENTS ARE REQUIRED IN THE EXTERIOR INTERLOCKS OF DOORS. SEE SECTION DETAIL C, SHT. 18. 3. DLO WIDTH = NOM. PANEL WIDTH - 7 29/32" DLO HEIGHT = DOOR HEIGHT - 3 3/8" 4. (1) LOCK (ITEMS 154181) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 170) AT FRAME JAMB OR ASTRAGAL A DETAIL r, SHT. 16 DETAIL B', SHT. 18 SEE NOTE 2 \ DETAIL?, SHT. 18 XX XX (2 TRACK OUTSIDE CORNER) A DETAIL V, SHT. 19 SEE NOTE 2 DETAIL '0', SHT.20 r SEE NOTE 2 HORIZONTAL SECTION A.A DETAIL'S', SHT. 18 - DETAIL 'C', SHT. 18 t DETAIL 'G', SHT. 19 - DETAIL `H', SHT. 19 62 3/32" MAX. DLO TYP. DETAIL '1, SHT. 18 DETAIL TIT, SHT.19 DETAIL'L, SHT.19 DETAIL It, SHT.19 XXXX (4 TRACK BY -PASS) A DETAIL '0', SHT.17 SEEIVBTE 2 / DETAIL'IC, SHT. • • • • • • • OXXXp (3 TRACK RIGHT POCKET) o • • R O I N H A D th% RwiYV! • RsndmF I • RsNdam Road* I•le FX tt*V7 1' 1/07 A CheakadST .w. ADD EWAN=CM% NO4WOCORAIER IVOR O(AL}P1E CONDONE Mb7EB 1SA 4.. Romsz_ 4278 Ram APPLICAB2m: Wane 1090 TEa a.OGYDRIVE NOKO &?L s42AY PAX 0QX MO NOKOMA PI_ 34274 • P ST Vtstb/, Better E A MPLE ELEVATIONS/CONFIGURATIONS ALUM. SLIDING GLASS DOOR, IMPACT a rwmrt Sae a cawurn Rae 860780 I NTS 114 a 23 I 8100-11 I A m avnnunFlmtds 120' Ir Lucas A. Turner, P.E. PE 068101 Mechanical PANEL LETTER PANEL LETTER NOTE GR NOMINAL INTERLOCK LOCKSTILE INTERLOCK LOCKSTILE ��✓✓ PANEL %VIDTN FOR ALL PANEL CONFIGURATIONS EQUALS 6O Loa Q INTERIOR R FucED SINGLE (BO OUTS LOCKSTILE INTERLOCK ASTRAGAL LOCKSTILE OUT (BOX OUT) FIXER U (BOX Ian ASTRAGAL �- ASTRAGAL OUT 6 � LOCICSTILE IN LOCKSTILE T (BOX IN) ASTRAGAL FIXED A /`1 SINGLE IN LOCKSTILE INTERLOCK LOCKSTILE S (BOX OU1) FIXED L KSTILE LOCKSTILE .I SINGLE (ALL PANEL TYPES) 0 EXTERIOR S (Bt IN) FIXED ASTRAGAL �s G ' - DOUBLE LO E IN LOCKSTILE INTERLOCK V / FIXED DOUBLE , / (BpX OUOUT) ASTRAGAL LO CKSTILE INTERLOCK LOCKSTILE 7� 1 41 OUT Y R (BOX IN) ABTRAGAL INT�E LOCKSTILE LOCKSTILE I IN (BOX IN) DOUBLE ASTRAGAL M r/ SINGLE ci _,. INTERLOCK ,, IN LOCICBTILE INTERLoCK ( OuT) ASTRAGAL CS ® OUT INTERLOCK RECEIVER IEIVER I L (BOX OUT) SINGLE ASTRAGAL SC ® a ASTRAGAL INTERLOCK OUT INT % RECEIVER L.R (BOX OUT) ASTRAGAL SINGLE � ® CORNER SINGLE AB OUT n'ti INTERLOCK LOCKSTILE INTERLOCK N (BOX IN) ASTRAGAL • ,� / i SINGLE Q/1 ^ [tom /J AS A A SINGLE CORNER PRODUCT REVISED OaRBV(S!'AFlmidr 0 combing N� ' ' l I I i[77F arrr .. ` IN 1 INTERLOCK SINGLE ASTRAGAL -----1):L INTERLOCK LOCKSTILE ASTRAGAL SINGLE • • V • •4CSAIXIN) INTERLOCK IN RECEIVER INTERLOCK •. • • -.- • mss //�� SA ® SINGLE INTERLOCK INTERLOCK I RECEIVER • • • • • •SI C K / C I "� CORNER " - INTERLOCK LOCKS11LE INTERLOCK • . • + • • • SING LE SINGLE iC SINGLE CORNER' • INTL .00K INTERLOCK INTERLOCK LOCKSTILE ..l 42---1-7- y' --. " t I /vG /oS LuoefATumer,P£ teed+ • • ' o WLBe DOUBLE INC CF A • 1► L OCK INTERLOCK • • STRAGAL FIXED RECEIVER ' LOCKSTILE • • • • -.. • - FC • • • • • LOCKS11LE FM FIXED ASTRAGAL LOCKSTILE RECEIVER r.� FK Own :. 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Tuns; PB PE 1882(11 Mearentr.• •••• • • • • •••••• •••• • • • •• ••••• • • • •• •••••• ••••• • • ••••• • • •••••• • • •••••• •• • •••••• • • • • • • • •• • •••••• • • • • •• • • • ••• •••• • • •••• ••••• • •• • • • • • ® DETAIL'O .780° RISER 1518" HEIGHT SILL ] EXTERIOR INTERIOR (ALL VERT. SECTIONS) 3.830" RISER 41/2" SILL HEIGHT 5114 SILL HEIGHT z SILL RISERS OPTIONS f ! / /at POPNIC Rawl Ostx Ade gottionw A ptakedBr Bela ROWSBX Qrn* BSI• 8.K 5NR77 LL ICLeee•T CORRECTPENW M1AMBEAB TO MATCH PARTS LSE ADD 0E7414Oeq 4-TRACK HEAD a SAL. CM. ALP5IN4TE]0SAL CPT. TECHNOLOGY IMPS Aft.41119. FL SBTB P4. 89X FL 94274 Visibly Bed orsioss VERTICAL SECT. DETAILS & SILL RISERS OPT. ALUM. SLIDING GLASS DOOR, IMPACT 40078o 11/2x 1 1 7 d 23 I 8100 -11 A Lucas A. Timer. P.E. PE 08201 Nlechaikel • •••• • • • •••• OOOOO • • • •••••• ••• • • go • • ••. • •• • • • •••.• • • •••.• • • •••••. • • •• • OOOO • •• • OOOOOO • • • • •• • • • •••• •••• • • • • • • • • • • • • • ••..•• •• •• • •••• ••• .• •••• •••••• • •••••. • •• • • • DETAIL 'A (FIXED PANEL) • • NOTE: 12° LG. '0' PANEL BRKT. LOCATED AT TOP & BOTTOM OF FIXED PANEL DETAIL 'C' (REINFORCED) INTERIOR (ALL HORIZ, SECTIONS) V EXTERIOR ITEM 148 NOTE TABLES 3 AND 5, SHEETS 8 AND 8 REINFORCEMENT REQUIRED ONLY IN THE EXTERIOR INTERLOCK OF DOORS REQUIRING REINFORCEMENT ResI Rawer oven* CORRECTM i9 NUMBERS TOAWTOSPARTBUtT. fteMSEDEOUL OMDTBOO R Yf. oar 1 Agar R A 10707ECHNOLOGY DRIVE NOKOMIA 8.327$ P.O. BOX MO NOICOMA a 3QT< PI o r HORIZONTAL SECTION DETAILS ALUM SLIDING GLASS DOOR, IMPACT Sorbodrafte gnats OOD180 1.**'112X l 8 • 23 8100.11 ia. Lucas A. Tmmr, P.E. 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Tumor; P.E PE#58201 Mectuutret • • • • • •• •• • •• • ••• • •• •• •• • • • OOOOOO •••••• • • •• •••• •••••• • • • • • • • • •• • •••••O • • •• • • • •• •••• • • • ••• • •••••• •••• • • • • ••• • •• sex • DETAIL 'Q' A (O UTSIDE CORNER, 2 -TRACK SHOWN) P.K omnep Dels FX 8 Rw Rresder tar itaalLys D NEW Noadadi• 042323AM2 OUTSIDE' CORNERGOONGErna.B. E CTE OR 1 A---Fru-YN-7 DETAIL'R' A (INSIDE CORNER, 2 TRACK SHOWN) 1070 TEMNOLOOrDRIVE RIZONTAL SECTION DETAILS, CORNERS aR34275 ALUM. SLIDING GLASS DOOR, IMPACT P.O. BOX 15 „ mr' ea• DydvKa •.e R 34274 V ttt 41 Better 6780 (�/�! 120 " 23 I 8100-11 I A PRODUCT RUINED) cornplyeg aft tbe Florida IWO* Cede AsNePtance Ns• • 2 . Wea$ A. Tuner, P.E. PE• e2Oi Meeemd®t • • •••••• • • eeeeee • • • 000000 ••••• • • 00000 • • •••••• • • 000000 • • • •••••• ••• • • ••• •••••i • • • • •• • • • • •• ••••• • • • • •• • • • • • • • • 800780 PANEL PARTS Lktc ll , 1. 0J =MEM 113111CJIEILMUNIN KM WILLEM WI 1 1 1 Br ® EMI iC! mill ULZIEMZEMEI NUMMI KUNIO to MAI ®L n" r_Tf1 __IG1i: 'Ly,r T+yZ7i(� �C- ® F %' :, u. 1 - RAI f , [xa1:1!'d ITT =1112 =41111 IIDIU 11 Y . CERZENZZIN 101 EM i✓LiiiS►T1ln� /I c ELI LZMIEZE2111.1111 KZ Lai -1a,111111111 ILI UM 0 L 0MEI IA =II LIMBO 6aial�LAai K•lai : T 11 K: e.: « . 1 e! : s e Lay.1<•.:gr : .' r•„ 88102C 7 181RLBOLTX 71032XIFP 7103239 DESCRIPTION PANEL STILE S11 ADAP R (FIXED • LOCKING WEA111ERS r, .270 .187 WS • '4PLY e -t INTERLOCK ADAPTER AND - :e OP 't ) = WEATHERSTRIP . P RAIL MALL. BOTTOM RAI. SNAP RAL.ADAPTER BACKER PLATE 8 REW COVER 814 X2" LAGBOLT, (STANLESS LAGBOL WASHER, NYLON 68X T 4 PHIL AN TEK - 410.S8 T . ., NYL: ` ROLLER ASSEMBLY 8TERJOR • . 7 $. •'• 9118 • TED • (OGEE. STYLE) 11/ IQ SQUARE BEAD SETTING BL • • 1" X314' X1/1. , LAM# SETTING BLOCKS 1" X4" X 1/IF LOCK W/ LONG TRIM LATE GEMINI LOCK W/ POCKET 1RIM PLATE 10-32 1" 1.0 FLATHEAD SS SCREW W/TYPE °F" J 11 , : 7iNC U-NUT • • 995 OR s TANTOLAZE e ` :, a - LJCONE •. TRIM COVER SS, 7/181AMI - ,2,3,4,' & 6 , 1' LG. W/ 18 CAP & 718 LAMI - OPTIONS 13-18 MEIM .-.i.-.- . V.1 alE:001111 is KGLASS, 1/18 • L0. / 9 CAP & 9118 * OPTIONS 19-24 c, SS, 11/16 ^J LG. /1/4 ,. •. &7 /1B LA/41- • • = 25-30 GLASS, 1 1/16 n L L. WI 1/4 CAP 9116 LAMS - OPTIONS 31- 21RACK SILL ASSEMBLY • • R•se3n 107 8116 aas op. mot Ekke 8H/07 Rftlabor Rwilskeem A •h•bda J.J. 18A 3T SILL ADD 4?RkpcFRAM COMM EiCRED LOCK SEWN/ARV AOTUATOR WIRI9CLAM T ANS23C91LROW CORREG2'P OOKITEMW.$ aavooLO7 I ITEM 108 109 110 111 11'2 113 114 115 118 117 118 119 120 121 ITEM 125 126 127 128 129 130 131 132 133 134 135 141 142 143 148 150 151 152 183 154 165 168 157 158 159 180 161 182 163 164 165 186 187 168 169 170 171 1070 notioworoave NOMA, 1134278 P.QHOXl828 NOKOMIA 1134V74 DWG 4PGT 8118 8115 8117 8121A 8124A 8127A 8140 8139 8138 8137 8182 8183 8119 'DESCRIPTION 88118A 88115A 68117A 68121A W/B 68124A WAS 68127A W/B 68128A W/B 6814M 68139A 68136A 68137A 66182A 88183 68149A DWG :PGT 8177 781778 781PQA PAO, OPEN -CELL FOAM ADHESIVE (112 1 /8) #11X314" TEK TIP PHIL PAN SCREW SCREEN LOCK KEEPER 1270 7PAD118 1179 710X34PPSDAX 853 7SDKEEP 727 41810K. ROLLER ADJUSTMENT HOLE PLUG BLACK BUMPER (FRAME JAMB) 947 41722W,KS 72087K 7WG8PPAX 44432 W;B 1158 781PQX 1688 718980 4385 71184W,K,S 78%38PPTX 5188 88188 8192 68192 M 8187 78157K 8158 78158W 8159 781598N 8180 76160< 8161 78161W 8182 78182@ .8178 761788 8183 781831< 8164 78164W 8165 781655101 8179. 781793 8166 78168WR 8167 78167WR 8168 78188SN R 8180 781809 8169 7816S0L 8170 78170WL 8171 78171SNL 8181 781818 8188 78188X 8187 78187X 1Rrl* Baler SOD780 DOOR FRAME PARTS CONTINUE) 2T SILL MID SILL COVER INr- ExrSILL COVER 4T SINGLE HEAD ST SINGLE HEAD 2TSINGLE HEAD 2T WI SCRN SINGLE HEAD S&L RISER, 1 5/8" SILL 'RISER, 23/4" SILL RISER. 31/2" SILL RISER, 41/2 SLL RISER, 51/4 SLLL MOUNTING STRIP EXT SILL COVER WSCRN SGD760 MISS & KIT PARTS DESCRIPTION FRAME SCREW X18 XI TYPE A TWINPASTTHREAD SCREEN KEEPER SPACER SET 98 PHILLIPS PAN HEAD 18.8 S8 COME A LONG 8X1" LONG COMBO SQ/PHL- SCREW 18.8 STST 1 818_ WX3/4 7l8°H SEAL DUST PLUGS 4 HOLE BUMPER STOP X3(8" PAN PHILLIPS TEK SCREW "0" PANEL BRACKET —12" LONG INTERLOCK REINFORCEMENT HANDLE KIT IN-ACTIVE BLACK i0NDLE KIT INACTIVE SATN WHITE . . HANDLE KITIN.ACTWVE SAM N1 KEL PVD HANDLE KIT INACTIVE BRASS PVC HANDLE KITAOTIVE NON•KEYED'BLACK HANDLE KIT ACME NONI•KEYED SATIN' WHITE HANDLE KRTACTIVE NON -KEYED SATIN NICKEL PVD HANDLE KIT ACTIVE NON -KEYED BRASS PVD HANDLE KIT ACTIVE KEYED BLACK HANDLE.KRTACTNE KEYED SATIN WHITE HANDLE KRTACTAIE KEYED SATIN NICKEL PVD HANDLE KIT ACME KEYED BRASS PVD SECONDARY ACTUATOR KIT RH. BLACK SECONDARY ACTUATOR IOT RR SATIN WHITE SECONDARY ACTUATOR KIT RH. SATIN NICKEL PVD SECONDARY ACTUATOR KR R.H. BRASS PVD SECONDARY ACTUATOR KITLH. SLACK SECONDARY ACTUATOR KIT L.W. SATIN WHITE SECONDARY ACTUATOR KIT LH. SATIN'NIX:KEL PVD SECONDARY ACTUATOR KIT LH. BRASS. PVD 1" KEEPER 3/4" KEEPER PARTS LIST ALUM.. SLIDING GLASS DOOR, IMPACT sGD780 I NTS J 21 d 23 ( , 8100.11 I A » gCOd° 11 ! 01 au ce j at . )z Lucca A. Turner, PE- PE SUM Meth • • • •••••• • • • OOOOOO OOOOO • • ••••• • • •••••• • • OOOOOO • • • OOOOOO • •• • • •••• • OOOOOO • • • • •• • • • • • • • •••••• • • • • we • • • • ••• •••• • • • ••• INTERLOCK TRIM COVER (68) MAT'L:6063 -TB DWG NO. 8156 7M8" OG BEAD (28) MAT_ 606345 DWG NO 8023A .082 • •• • • • • • • • • • • •••••41.408 • •• • • • •••• • • •••• •••••• • •••••• SILL RISER -51/4 • • 1119) MAT_ 8083 -T8 ••• • DWG NO. 8182 • .713 w18" OG BEAD MAT_ 6083 -T5 DWG NO. 8145 3.630 I FRAME SCREW COVER (18) DWO NO 8138 .062 SILL R SER -41/2° {118) MAT_ 6083 -T6 DWG NO. 8137 .713 28 L� .062 1 1/16°10 oG BEAD (32) MATL:8083 -T5 DWG NO. 8146 x- .713 SILL RSER -31PT (117) MAT_ 6083 - T8 DWG NO.8138 .138 SILL MOUNTING STRIP ( 120' MAT'L:8083 -T8 DWG NO. 8183 tor sQ BEAD (40) MAT_ 606845 ® DWG NO. 8148 SILL RISER -23/4° (118) MAIL 8063 -T8 LGU DWO NO. 8138 .713 INTERIOR BEAD (28) MAT_ 6063T5 DWG NO. 8022 SILL RISER -1518° (115) MAT'L: 8083 -T6 DWG NO. 8140 1 1/I8" 10 . SO BEAD (42) war. 6083-T5 DWG NO. 8149 •eater appear AK C� FJC Bo MY)A®e 9240 11 mcoweEcr r7 u moms 1D mow BW1 X}710fr07 }070 TECINOLOGYCRM a+acoaIS FL 34276 AO. BQX l028 . • 1134174 EXTRUSIONS ALUM. SUDING GLASS DOOR, IMPACT •�rwtr; sire err rop ammo 11/2x1 22 d 23 I opr4rpp 8100-11 I A Lucas A Tuner, P.E. PE 00201 Med •mead 1 3/8" MIN. 1/4" MAX. SHIM —1 WOOD ANCHOR TYP., SEE NOTE 2, SHT. 12 DETAIL AL, 4-TRACK FRAME JAMB A WOOD INSTALLATION WOOD ANCHOR, SEE NOTE 2, SHT. 12 ANCHOR QUANTIllES FROM TABLES 14, SHTS. 4-9, PERTAIN TO THIS ANCHOR LOCATION /8" MIN. 114° MAX SHIM —01 1 3 VVOOD ANCHOR TYP., SEE NOTE 2, SHT, 12 2x WOOD BUCK TYP., SEE NOTE 3, SHT.12 DETAIL AM, 2-TRACK FRAME JAMB WOOD INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 12 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 12 DETAIL AP. 3-TRACK FRAME JAMB WOOD INSTALLATION WOOD FRAMING 1 3/8" MIN. WOOD ANCHOR SEE NOTE 2, SHT. 12 7 11/16" MAX. FROM CORNER, 241/2" MAX. O.C. (FIRST ANCHOR) DETAIL AR, P-HOOK VMOD INSTALLATION CONCRETE ANCHOR TYP.. SEE NOTE 1, SHT. 12 21/2" MIN. E.D. TYP. DETAIL AN, 4-TRACK FRAME JAMB A CONCRETE INSTALLATION 43/16" MIN. O.C. DIAGONAL STAGGERED I SPACING. TYP. ALL JAMB DETAILS DETAIL AS. P-HOOK CONCRETE INSTALLATION 114° MAX SHIM CONCRETE ANCHOR IYP., SEE NOTE 1, 814T. 12 1x WOOD BUCK TYP., SEE NOTE 3, SHT. 12 . "^•:1 4— 34 KSI MIN. CONC. "....... OR 1.5 KM CMU, TYP. coNcRETE • :Ns.r. ALIAT . *** oo ..1YPICALIP:oCIMSTER. • • . • . DEri4L °I). 2- - T.' FRAMELCOjAMB1/4•.T.APC014. • • (MIN. 1 V • • • 2 /2" EMBEDIVEK)0 • • 1 OR ELCO■1/4" 8:14 CRETE-F/EX•W41 314" • • • • • ■ ■• • • ■ MIN. ED. • 1/4° MAX SHIM —01 CONCRETE ANCHOR TYP., SEE NOTE 1, SILT. 12 IYP. DETAIL AQ, 3-TRACK FRAME JAMB CONCRETE INSTALLATION ELCO TAPCON (MIN. 13/8" EMBEDMENT) OR ELCO 1/4' SS4 CRETE-FLEX (MIN. 13(4" 2 /2* EMBEDMENT) 1 MIN. E.D. • • • • • 1x WOOD BUCK WM' • • • SEE NO.:. SHT.12 • • • • • •••• Aortiro 1x OD BUCK TYP., SEE NOTE 3, SHT.12 3.4 KSI MIN. CONC. • OR 1.6 KSI OMU, TYP ELCO 1/4" TAPCON (MIN. 13/8" BRIEDMEN)) OR ELCO 1(4" 8S4 CRETE-FLEX (MIN. 13/4' BASEMENT) 4....' CONCRETE ANCHOR. SEE NOTE1, SHT. 12 ANCHOR QUANTITIES FROM TABLES 14, SHT. 4-9, PERTAIN TO THIS ANCHOR LOCATION. II" MAX. FROM CORNER, 24 112" MAX. O.C. 3.4 KSI MIN. CONC. CONCRETE ANCHOR SEE NOTE 1. SHT. 12 711116" MAX. FROM CORNER, 24 lir MAX O.C. (FIRST ANCHOR) • • • • • ■ 1 43/16", MIN. • • ./• O.G. • • • • Rosier 13‘dx Rairlors• 1070 TEC1NOLOGY DIME NO10:7108, FL SWO • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •••••• • • OO • • • • ••• • • ••••• • • ••••• • • ••••• • • • • • • •.••.• • • • •••• • OOOOOO • • •• • • • • •• • •••••• • • • • •• • • • ••• •..• • • •••. • 1 1 � 2.000 PANEL STILE (1) MATL:8083 -T8 DWG NO. 8012 1.947 h-.- 1.081 .075 LOCKSTILE ADAPTER MAIL: 6083 -T8 (2) DWG NO. 8104 .048 -•-i ; .893 2.0x9 • • OW, T6 • IIRA NO. 8115 • • • • 090 4.988 1.793 CKER PLATE ASTRAGAL (1 MATL: 80(13-T6 (28) MATL: 8083 -T6 DWG NO. 8105 DWG NO. 8107 1.498• •••�+. 6.794 -1 •• i. • 2-TRACKSI (10) MAIL T B • • • DWG NO 8118 2.701 1.938 r .101 DOUBLE INTERLOCK (14) MAT'L: 6083T8 DWG NO. 8101 2.026 .128 1.793 +- A 9.002 .100 TALL BOTTOM RAIL - 9° MATL::83 -T6 024 DWG NO.8013B 2.380 r -- 2.380 .101 2.324 ( *NAT'L: ..x T8 DINt3 NO. 8102 2.442 P -HOOK MATT.; 8083 -T8 (104) DWG NO. 8108 :110 -- ..-, i P -HOOK MOUNT 1.0011_11 ® (105) MATL• 808378 DWG NO. 8109 7.206 2.723 i .420 5.500 .094 .125- 1 241 -I .312 CORNER SACK -UP PLATE CORNER RECENER ASTRAGAL mom: 8083-T8 (�1 DWG NO. 8112 ® (00) No. 8111 2.781 1+ 1.818 .082 I EXT SILL COVERW /SCREEN A (121) MAIL 6083 -T6 ZSY DWG NO: 8119 2.835 Li-- "86 ---�I 1.938 TWP/BOTTOM RAIL - 4 yr (11) MATL: 6083 -T8 DWG NO. 8014A tl 1.938 ^- 1.172 .374 .075 SNAP RAIL ADAPTER PANEL BRACKET MAIL: 8083-18 (143) MAIL• 8063 -T6 {13) DWG NO. 81034 DWGNO.8188 1.801 -�+ 3.083 INTERLOCK REINFORCEMENT MAIL 8108.78 (1 481 DWG NO. 8192 L 1.496 INT -EXT SILL COVER (1 10) MAT'L: 8063.78 DWG NO. 8117 2.838 2.424 CORNER LOCK ASTRAGAL (81) DWG NO. 8110 MATL:8083 -T8 Lal 1.405 9.323 3 -TRACK MU- (107) MAT'L• 808346 DWG NO. 8118 1.455 .140 )�-- 8.085 =-1 2- TRACK SINGLE HEAD (113) PAWL: 808348 DWG NO 8127A L 11.144 3- TRACKJAMS ( 109) NAT'L:8063.78 DWG NO. 8133 4.TRACKJAMB (100) MATT: 8083 -T6 DWG NO. 8132 090 1.405 f 1 • 8.818 3-TRACK SINGLE HEAD (112) MATL• 808378 DWG NO. 8124A .140 11.144 4-TRACK SINGLE HEAD MAIL• B+TB (111) DVIK3 NO.8121A 1 96 11.853 9 4- TRACK SILL ASSEMBLY NAVE 8083 - 006) DWG NO. 81 1.405 �---- 7.443 2 -TRACK SINGLE HEAD AN SCREEN 029) MAIL 8083-T8 DWG NO. 8128A 2 -TRACK JAMB (10) MAIL• 8083 -78 DWG NO. 8134 2 -TRACK JAMB W' SCREEN (103) MAIL 6083T8 DWG NO. 8135 PRODUCT REVISED with **Fl BB IZot. Aecchiancc Min t! /Z6 /ar gram* Reesdilx FJE m . • Re.k's ADD DETAIL 8 OM 104101.10A 709A 111.1:T MIA Ha COANIMPARTS WNW £J1/07 Rodkre Oh. ledder A.4 101011CA9o1AGYDANE F134275 PA. BOX 1529 MAMA FL 34274 V ibb &etu► e a EXTRUSIONS ALUM. SLIDING GLASS DOOR, IMPACT sea780 1 1/421 23 d 23 'b. 8100-11 I A LumS A 'Neer, P.E. PE #511201 Mechanical MIAMI• COUNTY Reviewed for general compliance with design intent only. •Contractor shall field verify all exdsting conditions and shall be solely responsible for all aspects of jobsite installation. Install strictly per manufacturer's specifications and as further notated on the enclosed docu : ` tation. Rev BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION CCC Date 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.buldingcodeonline.com NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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 they 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 SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade 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 or logo, city, state and following statement "Nrami -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 b}cthe f3anufactutrr or distributors and shall be available for inspection at the job site at the request of thaiga) tg Df ic;al: This NOA revises NOA # 05- 1018.01 and consists of this page 1 and evicijrce ee $1 ;E:2 nna E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • ... • ... • . • • • • • • • • .. • • • • • • • • .. • .'. 11S ®A71To.'Q1-j►3 2.06 xpiration Dale: Mich 23', 2011 Approval Date: June 07, 2007 :i . . :i: . . . . . .. .. . . • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040.20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. IFL - 4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Unifortn Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report . No. FTL- 4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, 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 marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) E -1 • • • •.•.• • • •• • • • • • • • ••. .. •• ;••• • • • • •• • • •. • •.A1lanueePe • • • • • PrAtludt Con$o d er • • • :. • • • lilM Not p7.p32.06 • +xpiratfon Diite: Desch 23, 2011 Approval Date: June 07, 2007 ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No F I'L - 4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FrL -4648, dated 08 /10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under r previous NOA #OS- 1018.01) 7. 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 marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No F'1'L- 4649, dated 08/11/05, signed and sealed by Edmundo. Largaespada, P.E. (Submitted under previous NOA #05 Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 - 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile. Impact Test per FBC, TAS 201.94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1'L -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 .1018.01) 9. 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 marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, TTst Repprr NQ. FI'L- 4649, dated 08/11/05, signed and sealed by EdmundvIargaesp'acfa,?' •: ' • (Submitted under previous NOA #05. 1018.01) ..: • • ..• E -2 II 1. ■ I i • • • • • • P."nuel, l • • : : trau4 ContCol er • • • • • • 1IQA ?Q7 /2.06 • ExplratibnDtfte: MAfeh 2Y, 2011 Approval Date: June 07, 2007 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • 0000 0 • • • 000 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum. Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. VIL -4646, dated 08 /11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #051018.01) 11. 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 marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed byEdmundo Largaespada, P.E. (Submitted under previous. NOA #05-1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12118/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05 - 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03 - 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03 /04/04, expiring on 03 /04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.Z., approved on 03/23 /06 and expiring on 03/23/11. •• ••• .• • ....... • .. . • • • ••• • . . 111•• • • •• • • ) • • E 3 • .$sue[ Co • • • • NOA 1��.. s _ 06 txpirati &n Me: vji*ch•AX 2011 Approval Date: June 07, 2007 • • • • • • • • f GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL AN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/18' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16' LAMI CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING Of (2) UTES OF 3/16' ANNEALED GLASS WITH AN 090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716' LAMI CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) UTE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F. 7/18' LAMA CONSISTING OF (2) LITES OF 3/15' HEAT STRENGTHENEDOLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/16' LAMI I0: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) UTES OF 1!8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16' LAMI ICI: (1) LITE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 518° LAMA CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. 1.13/18' LAMI ICI: (1) LATE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18' LAMI CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVBI4TERLAYER J. 13116' LAMI (G: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) UTES OF 3116' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVBTRUMP/EFL K.13/18 ":LAMI 10: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) UTE OF 3118' ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN :090 DUPONT BUTACITE OR MAXIMUM PVB. L 13116" LAMA 10: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM P1/B INTERIAYER. ®M. 13118' LAMI 1G: (1) LITE OF 118' ANNEALED GLASS, AN AIR SPACE AND 5/18° LAIN CONSISTING OF (2) UTES OF 118' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: "OX" (1/1. VIEW AND RADIUS TOP, ALL W/ LOW OR HMI SILL OPTION) A DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED INTHE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. � 1. REFERENC ES:ITFSTREPORTS FTL -4845. FTL -4848. FTL.4847. FTL-4648. FTL-4649, I Ti -4650, FTL -4651, FTL-4723,'FTL -4957, FTL -4858 AND FTL: 5083. UAF&P N 1 FOR WOOD G NdSTRUCTION • • • ADM -2000 AI LU DESIGN MANUAL • •••••• • • •8 6ERIES!MO EL DSSIGNAIION SHOO. ALSO REFERRED TO AS SH701. • to • • IS PRODUCT HAS BEEN4131 d ED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CURRENT EDITION INCLUDING THE HIGH VELOCITY !� E jM (HVHZ)a•• •• • • •• • 1 • • • � •••• 1 e•••• • •••• •• •• • • • • • • •••• • • •• • • • •••• • • •• • • • •••• • • • • • ••• 10000r • AK F.1( TOAVTE 1 OlAZIA(O ADD FIL -4129 TO NOTE 7 Dram 11/1308 Dow lbarisfars B A J.J. ►7 1 TECHNICAOGY DRIVE SCIKOM3S. FL 3 PAL EA 15211 tiONDI&S. A:3B/4 FIG" Vutb6 GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT Ewa d 11 4040 -20 18 NOA DRAWING MAP SHEET GENERAL NOTES.... 1 GLAZING DETAILS— ..: 2 DESIGN PRESSURES 3 ELEVATIONS... 4 VERT. SECTIONS 5 HORIZ. SECTIONS. 5 PARTS UST 6 EXTRUSIONS , ..... 7 CORNER DETAIL............... 7 Pa0DliCf REVISED es with dieiWrWd lholdlasCale '3 py �'r'J ! i 2o11 . Robert L t7.aAc. P.E. PE#39712 Sbudiaal • •• • •• • • •• •• •• • ••• • •• • •• • ••• (80,81 or 82 • • • • • • r••• 48,87,88 ••• • ••• • ••• • •• •• • • • • • ••• • • ••• • • • • • • •••• 1/2" NOM. GLASS BITE tti to— V8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERI JIYER 118" ANNEALED OR HEAT STRENGTHENED GLASS She" NOM. 5/16" LAMINATED GLASS 13/18" LAMI IG GLASS W/ 5/16' LAMI t 1/2' NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTLA OR DUPONT PVB INTERLAYER VS' ANNEALED OR HEAT STRENGTHENED GLASS 8/16" LAMINATED AIR SPACE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 13/16' NOM. 1/2° NOM. GLASS BITE AM 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7 /16' LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13116" NOM. 13/16' LAM{ IG GLASS W/ 7/16" LAMI A NOTE: LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3116" WITH NO CHANGE IN DESIGN PRESSURE. <j EXTERIOR INTERIOR E> (ALL SECTIONS) INEODUCT REVISED agesegIbieg WO the FkMI Itaftbs Code Aa•ue• 2 6 0/! RerodrIF RIG wwese RIC Mfg ADO /TEM92 TOV WLAM/LO. GLASS (MRS L4MHGNOTE NO CHANGE THIS SHEET awmex bee 11/1.9/06 pre 1124100 Reilicar B RefelOrde A ("ease* J.J. Odor 2/23107 1o10 TECHNOLOGY DRNE NOKOMIS, a 34276 P.O.egx15 NOKCWS.a34274 Bar Visibly Better GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT Batalbest S MOE Full 11 2 a 11 amm Aar 4040 -20 8 Robot l.. park. P.E. PE #39712 StrueksBF 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH 48" 50" 52" 53118" UPTO53118" Rival Bp o.•: Pal i= e FJC GLASS TYPE A,B,M A.B,M A,B,M A,B,M C,D,E,F,G,H,I,J,K,L 63" +80.0 -80.0 +80.0 +80.0 +80.0 +80.0 -800 -80.0 -60.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 66" ,80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +79.6 +80.0 68" -80.0 -80.0 -80.0 79.6 -50.0 WINDOW HEIGHT +80.0 +80.0 +80.0 +78.2 +80.0 70" -80.0 -80.0 -80.0 -78.2 -80.0 TECHNOLINFC DRIVE NOlt01 1S, FL 34773 P.O.89X 4818 NOMMIS, K 94774 80.0 +80.0 +78.8 +76.9 +80.0 72" GLASS TYPES: A. 5/16" LAMI - (1/8"A,.090,1/8"A) • B. 6116 LAM`-g148"*,. 090.1/8"HS) : • LAMI IvrtI3,.0 0.WHST, D 7/16_ hair •0110.31,A) : • i E. 7/16" LAMI "(3/16'A,.090. 311611SS, • i . &7`18" LAM - L 31; Ff�4845 .. p 13/16" LAd1I0 AIR $P4 .5116" LAMI - (1/8"A,.090,1/8"A) FTL-4846. 4723 •. • .i 13/16" L11 I U •1/8" IS, A93 Sl4( . 5/16r LAN - (1/8"A..090,1187HHS) FTL -4946 • I. 3/16" L/�111 % 'a8"H$, Mil8414,CE, 5/16" LAM - (1/8"H.S,.090,1/8"HS) FTL -4646 • • • � ply' 113 - 198 "HS ASI CDAGE, 7/16" LAM - 3!18 "A,.1�0, VIVA) FIL -4$49, *so -80.0 -80.0 78.8 -76.9 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION A BASED ON FLANGED WINDOW TIP - TO-TIP FRAME DIMENSIONS WI W HEIGHT YPE GLASS T 38 318" 44" 50 M6" 63" WIDTH 74" TABLE 2. 531/8" UP TO 531/8" A.B.MAIN A,B,M AA A,B;M A,B,M , C,D,E,F,G.H,LJ,K,L +80.0 +110.G. +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 .80.0 -80.0 +80.0 +80.0 +80.0 +so;o +80.0 -60.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +no +680 .80.0 -80.0 -80.0 -80.0 +80.0 -80.0 +79.9 +78.9 +75.0 +80.0 79.9 -78.9 75,0 -80.0 +70.0 -70.0 +70. +70.0 +8.o +70:0 -70.0 -70.0 -68.0 +70.0 +70.0 +68.8 +66.7 +70.0 -70.0 -70.0 -88..8 -66.7 -70.0 +70.0 +70.0 +67.6 +65.5 +70.0 -70.0 -70.0 -67,8 -655 -70.0 r r = r - r' REVISED OU3TOMFO/8 4TOP& ADD Vi 1 F/M H'A 1 TETEST • - ALUM. SINGLE HUNG WINDOW, IMPACT Cr.- 7r7w TABLE 3. CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTIONA BASED ON FLANGED WINDOW TIP-TO-Tr FRAME DVYIENSIONS WINDOW HEIGHT MIMIS SASH HEIGHT (MAX WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) WIDTH GLASS TYPE 17115" 22 11/16" 28 3/16" 33 314" I +70.01 39 5116" 4413/16" , 60 318" 5515/16° +80.0 ; -80.0 +80.01 -80.0 +80.0 1 -80.0 +80A i 43a0 70.0 +70.0 1 7 0 ( 70.0 0.0 +70. +70.0 J 70.0 53 118" D,E,F,J,K,L TEST REPORTS F1L�347, 4648, 4723, 4957 FTL44647, 4648 FTL -4847, 4648 F11.- 4645.4885 FTL -4845 �_:__.- __..- - ° -•-- - • • • 403116" L 10 1/e"HS. AIR 7/16" LAMI (3/161,.090, 3/16"HS) F1L- 4649, 4650, 4958 • LA • • L 13/16" MtI - .U8"HS, PIR6PACE, 7/1 LAMI - (3118"HS,.090, 3116"HS) F1L -4&49, 4650 • • • • V 13/16" LAMI IO - 1/8"A,111R SPACE, 5/16" LAMI - (1/8"A,.090. A)A F1L-50 3 • _• • • NOTES: 1:.NtIIIIDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP-TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MINIMUM TO 38" MAXIMUM.A VLdh/p Better TABLE 1. 74" 76" +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 +77.3 -77.3 +75.9 -75.9 +75.4 -75.4 +74.0 -74.0 +80.0 -80.0 +80.0 -80.0 TABLE 4. DESIGN PRESSURES HT. "0" MEETING RAIL "0" MEETING RAIL "0" MEETING RAIL WHT. MINUS SASH HT. fileDILT amino es eotailyteimettit MeThais liteites Code Ace/payee Pio tipttatioe R obert L Clerk. P.E. PE 039712 Sbaoheel 9 VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2° 34 3/16" B 415/8" 41114" C 41 i/4 40 7/8" D 52 5/8" 5211/16" E 52 1/4° 525116" SASH LOW HIGH DETAIL SILL SILL A 3412" 34 3/16° B _ 27 7/16" 271/8" C 27 7/1r 27 D 163/8" -15 314" E 16318" 153/4 }ABLE 5. ..Q 7` • • • • • •" ••. • j ) 1. 75' LF. HEI hi 78° FLAN H `�. •X j // � � • • • • • of — . i I ' - 20" SASH HEIGHT • • • • • • • • • •• • • • • DLO TABLE 0000 • • • • .. .. awes or temente nrosttox F.K F SEE DLO TABLE SEE DLO TABLE (MAX) s L it Dix 1/24/08 • e tee 1510 TABLfi SEE DLO TABLE •...• • • •.•• • • •••• W C US ©R/MASH) •••• • .•• • MOTES' .. .. • • 1. SEE SHAZT.4 :OR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A, 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. Li .•...: ••e ••• DETA1t 4 • B Cladadix J.J. 481/4" MAX. VENT DLO (ALL) DETAIL A 1/1 8 531/8" MAX. FLANGED WIDTH 521 /8" MAX. I.F. WIDTH An D � I.F. 1 75" 1 A D ..� HEI SEE DLO TABLE 36 7 /16" MAX. SASH HEI HT 76' FLANGED HT SEE DLO TABLE ADD INTEGRAL FIN G . NO7E3. ADD NOTE 4. NO CHANGE THISSSHEET Oar 023+07 DETAIL B VIEW (STANDARD SASH) KNOW% R. SOTS NOKOMIS. R1312Y4 DETAIL E RADIUS TOP (CUSTOM SASH) E c,,T 75" MAX 1.F. MAX FLANGED HEIGHT DETAIL C RADIUS TOP (STANDARD SASH) ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT I N TS Owe 121savAlx 4 • 11 j 4040 -20 1 ERGDUCT REVISED es comp1Susiskillielliefik Suldliesids Aceqlusace 49 5/8" MAX. FIXED DLO (ALL) I • • • • • • • • • •• • • • • DLO TABLE 0000 • • • • .. .. awes or temente nrosttox F.K F SEE DLO TABLE SEE DLO TABLE (MAX) s L it Dix 1/24/08 • e tee 1510 TABLfi SEE DLO TABLE •...• • • •.•• • • •••• W C US ©R/MASH) •••• • .•• • MOTES' .. .. • • 1. SEE SHAZT.4 :OR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A, 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. Li .•...: ••e ••• DETA1t 4 • B Cladadix J.J. 481/4" MAX. VENT DLO (ALL) DETAIL A 1/1 8 531/8" MAX. FLANGED WIDTH 521 /8" MAX. I.F. WIDTH An D � I.F. 1 75" 1 A D ..� HEI SEE DLO TABLE 36 7 /16" MAX. SASH HEI HT 76' FLANGED HT SEE DLO TABLE ADD INTEGRAL FIN G . NO7E3. ADD NOTE 4. NO CHANGE THISSSHEET Oar 023+07 DETAIL B VIEW (STANDARD SASH) KNOW% R. SOTS NOKOMIS. R1312Y4 DETAIL E RADIUS TOP (CUSTOM SASH) E c,,T 75" MAX 1.F. MAX FLANGED HEIGHT DETAIL C RADIUS TOP (STANDARD SASH) ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT I N TS Owe 121savAlx 4 • 11 j 4040 -20 1 ERGDUCT REVISED es comp1Susiskillielliefik Suldliesids Aceqlusace • • •• • •• • . • • • • • •• • • • MAX HEIGHT ••• • • •• • • • • •• •• • 0 0 0 0 0 •• • •, • • 0 OUTSIDE 2 . HIGH 0 0 0 LOW SILL 2. LOW SI LL a 0 0 OUTSIDE JAL oursIDE 2.710° n _11 Mil' 0 s�►rlil 0 MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE MAX. VENT DAYLIGHT. •• s • °P1341 /49. • • •• •••..• • • • •. • • • •••• •••• • • • SECTION B-8 (LOW SILL SHOWN) INSIDE 2:330° (LOW SILL) SEE NOTE ABOVE I ULTRALIFT ONLY HIGH SILL NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERUNE OR OPTIONAL BOTTOM LOCKS. (1) 0' FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING ALTERNATE HIGH SILL MAX. FIXED LITE DAYUGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS 2.048" (HIGH SILL) ULTRALIFT ONLY HEAD 1 I.F. FRAME OUTSIDE INSIDE SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) NOTE: BALANCE PARTS USED AA BASED ON SASH WEIGHT 9,10,11,15,16 2.710" PRODUCT REMUS 0s ►dd. C Dste : rf.! 20/1 FJc ammo- FJC FJ n gotskow .4 arm ~caw new WNW J.J. 25307 ADDLF. SECTIONS & CONSOLIDATE SAL cOM OAIE7Vrs NO CHANGE THO SHEET NOX0111S. FL 34275 PO. DV MS MOM Fl.3A'174 P cTIONS ALUM. SINGLE HUNG WINDOW, IMPACT _ I ll` 15 s 11 4040 -20 1 s 4 Robert L Clark P.E. PE ■39712 Structural DWG# 4002A 1155 4003C 1628 4004 4025 4025 4029 1080 1085/1086 1080-1 4053 4029 -1 4054C 4006C 1235 1098 1016 4007 1226 4008 1288 1622 1052 1224 1225 4039B 40448 • 4222A 985C 4087: •A 3 5 6 7 8 10 11 12 13 15 . 16 17 18 19 21 37 ar Rend* c FA F.K. FA 1 FLANGE FRAME HEAD #8 X 1.000 QUAD PN. SMS FLANGE FRAME JAM® SASH STOP SASH TOP GUIDE FIXED MEETING RAIL SASH TOP RAIL SWEEP LATCH SASH SIDE RAIL SASH FACE GUIDE NO CHANGE THIS SHEET Mr I .L. 22337 DESCRIPTION FLANGE FRAME SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD SASH STOP (EGRESS) 1.125 LONG SPIRAL BALANCE, 3/8 °, 5/8", OR 11/16" BALANCE COVER, 3/8" OR 518" #8 X.750 PH. PN. SMS BALANCE BOTTOM BRACKET #8X1 PHILLIPS FLAT HEAD S. STL BALANCE COVER, 11/16" SASH STOP COVER SASH BRACKET #8-32 X 1/2° LG. PH. FH. TYPE F S. STL WSTP ...170 X 270 BACK. FIN SEAL #8 X.625 PH. FL. SAIS SASH BOTTOM RAIL (LOWSILL) WSTP. BULB VINYL LAM SETTING BLOCK 3/32" X25184 "X 1° LAM IG SETTING BLOCK 1 "X3/4" X1/16" VINYL GLAZ. BEAD BULB (THICK) 38 VINYL GLAZ: BEAD BULB (THIN) 41 GLAZNG BEAD, 5/16 LAM GLASS. 42 ING BEAD, 5116 LAM W/GRILL KIT : • • g4 : LNG BEAD, 7 /16" LAM • 45 • GLAZING BEI D,JA8 =L M Wit3RILL KIT •• L IMO BEAD, 13/18" LAMI I.G. • 47 4071A FRAISIE, I.F. BEAD • • • • 4p • 4072A FRAME, I.F. I>G %s“ •, 4 17. 4070 • ?Ave, I.F. HIGH • • 0 50 40748. FRAME, LF. • • • 52 400). ' SILL LATCH TPBFSB) (LOW SILL) • • + • 1085 SP $t1NG, SILL I.ATCK4 (EGRESS) • 54' 2740 • SILL LATCUIEC II±SS) (HIGH SILL) • • e • • gb 10,14 k $GREEN FRANK/R. �' & V E R. R.) • • 56 10,10: • pISREEN (t KEY WBINGS • • • e •§P 16%1 • REEN GO$13E'IIKEY WIOUT RINGS 58 1023 G SCREEN SIRING • 59 1624 J""SCREEN SPLINE - .135 DIA. FOAM Das 11/19109 Daft 104AX Ammar 8 A 40131.F MAW IT EMS 47 4449 AND 8g (JAVA7A0EWWEM21 ADO A/6N . OHO. l7ES4R7PTA11111 7,94113 POT# 612225 781 PQA 612226 7PAD1626 812227 812244 612244 6BALCVR916 7834M 7BALTBKT 42504 78XIFPAX 6BALCVR670 64053 7ULBRKT 7832X12FPFX 64054C 64008 67S16G 71098 7858 612230 6TP249 612231 42601 71622K 71052K 6TP247W,K 6TP248K 640398 644703 64222 6986 64067 64071 64072 64073 64074 764009 7SPRNG 62740 61014 71630 71831 7CASP 61624K 10101ECHNOLOGY DRIVE WOMB, F1.341711 P .O.BQDC NODS, FL 34274 60 61 63 64 87 68 69 70 80 81 82 83 86 87 89 90 91 DYYG# 1635 505 1161 4051A 4050A DESCRIPTION SCREEN SPLINE -.135 DIA HARD SCREEN CLOTH GLAZING CHANNEL (.688 X.500) #6 X1.000 PH. BUGLE TEK GLAZING TAPE, 1 /16 X 1/2 - 7118 LAM@ SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 995 OR EQUIV. D. GLASS, 7116° LAM, (1/8"A.090 1 E. GLASS, 7116" LAM. (lN°A•090 PV8,1/8°HS) PGT# 61635K 61816 6533402 706X1 62BV1510 64051 64050 A GLASS. 5/16" LAM. (1/8x.090 PV8,1/8"A) B. GLASS, 5/16" LAM, (1/87.090 PV8.1/8"HS) C. GLASS. 5/16" LAM, (1/81-(5,.090 PO: L1/8"HS) F. GLASS, 7.016" .AAA, ( 1 / 511 S. 2901443 . 103-14 S) G. GLASS, 13/1 8" LAM IG 1/8115, MR SPACE, 5/16" LAM, (1/8"A.090 PVA3.118'A) H. GLASS, 13/16" LAM IG 1/814S, AIR SPACE, 5 /16" LAM, (1/8"A,.090 PVB,1/811S) L GLASS, 13/16" LANG IG;1/8"HS, AIR SPACE, 5/18° LAN, (1/8"HS,.090 PVB,1/8"HS) J. GLASS.13/16" LAM t 1/8"HS, AR SPACE, Mr LAM, ( P1+8.3/1679 K. GLASS, 13116° LN/8 IG 1/8"HS, AIR SPACE. 7/16 °LAM. (3/16°A.090 PVB,3/16""HS) L. GLASS, 13116" LAM 1G;1/8"HS, AIR SPACE. 7/18 LAM, (3/16115,.090 PVB,3116"HS) M GLASS.13/16" LAM IG, 1/8 A AIR SPACE, 5/16" LAM, (1/8"A.050 PVB,118'AV) . FRAME, I.F. HEAD ® #4071A, 8063-T6 FRAME, I.F. JAMB 0 FRAME, .E. HIGH SILL A #4074B, 6083 -T6 #4073.0, 6063 -T6 (USED AS RADIUS TOP HEAD) E �--T VbAJ .082 NOM FRAME, . .F. LOW SILL 64072.0 6083 -T8 PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT oarsecte sway I N TS I 6 d 11 I 4040.20 PRODUCE WAVED IkklinCcede Acegionce No Otte Robert 1.. (Yetis, P.E. PE 539712 Ebucluall • •• • •• • •. • • • • ••• • • • • •••. 1 -+--- 2.784 -1I 1 1.363 0 / -� FLANGE FRAME HEAD #4002A, 6063 -T6 1349 .062 6 FLANGE FRAME JAMB #4004.6063 -T6 (USED AS RADIUS TOP HEAD) •••• •••• • ••. • ••• •• 10 0 010 07001430 FJC 1107000 FX towlwew FIE - 7.342 r T 155 2.710 • FIXEVMEETIN43 R4141. • ..#4 �5 6083H811 6e : • • • • • • • •. • • • • •• e • • 14• 3.446 - . � •• • • ••• 4 69 FLANGE FRAME SILL (HIGH) #4050A, 606348 WOW EMAME CORNER AMWAY 70tAHXIML . AND ISPGRAre ITEM 21 ALLOY. NOCHANGET138SHEET owe 11/13108 Dow ow • .• • .• • • •• • • 2.946 • 1 • • 2.830 1.49 1 SASH STOP #4025, 8083-T5 1 2.279 IF-2784_ C) FLANGE FRAME SILL R� `/ #4003C, 6983 -T8 �.! 0 SASH BOTTOM RAIL (HIM) #4051A, 6083-T5 ir .738 SASH STOP COVER 17 #4053, SASH TOP RAIL 28 SASH BOTTOM RAIL(Low) ,. -TV 7, 606345 ISM TECIDIOLOOT DRIVE .R.3405 PA.BOXSN NOKOMIS, FL s4104 ® I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT I I I.F. FRAMEA VIEW D-D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) -- 1.165 1.098- 1 - — l t 349 41 GLAZING o #4039B, 6063-75 B , 5116" 3 SASH SIDE RAIL #4008.6063 -T6 .678 8 GLAZING BEAD 7116" #4222, 6063 -15 .878 050 1.115-1-17 45 GLAZING BEAD,. 7116° #9850, -T5 (USED W! GRILL K .883 I • 1 050 .678 .050 •s7s 1.086- --• -I GLAZING BEAD, 5118' #40448,6083 -T5 (USED w/ GRILL KIT) ^ I • T 1.097 GLAZING BEAD, 13116" IG #4067, 6083 -T6 t EXTRUSIONS &FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT Mat 1! J 7 d 4040-20 PRODUCT REVISED sr =Robin "kb Noe MAD abiDaz Code Aeactsars No • • •• • • • • • • ••• • •• • • ••. • ••.. • • • ••■• ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. SUBSTRATE: ANCHOR TYPE: WNDOW WIDTH 19.125 24.000 32.000 37.000 40.000 • � • ••.44.000 • •• ,.48.000 • • • • 1•• 1• • 53.125 Road PA FA Row 1 IV FA /OVA FA a•c 1ur3 1/24/08 Ode 7/2^8905 GLASS TYPE C,D,E,F,G, H,I,J,K,L A,B,M C,D,E,F,G, HAJ,K,L AB,M C,D,E,F,G, H.I.J,K,L AB,M C,D,E,F,G, HJ,J,K,L AB,M PS F C,D,E,F,G, H,IJ,K,L A,B,M 1 . . • "�� A,B,M •• •••PSF • NRJ, AB,M Roviskar • a pral•MMe J..t WNDOW HEIC,HT 52.603 [) C.) U z z N $ "0 0 28.603 0 U a00 0 0 0 1 1 2 1 1 2 1 1 2 1 . 2 1 1: 1 1 "2 1 2 , 2 1 2 2 2 g2 2 2 2 2 2 • • 7.a T 2 22 1 1 1 1 12 1 1 1111 1 1 1 12 1 1 1 :2 2 2 1 1 1 2.2,2 1 1 1222 1 1 1 2 2 2 2 1 2 2 22 2 2 1;222 2••2 2 2 2 V 2 • • 79 '2 2 2222 2 2 22212 34.603 C 0 0 48 o`'0 0 U 1 1 2 1 1 :2 1 1 2 1 1 1 1 2 1.1 1:2 1 1 1 12 1 2 1 1 1 1.2 1 1`2 1 . 1 1 2.3122.2 1 1 1 2 3 12 2 2 1 1 1 2'3 1 2 2 1 1 1 231.223 2 23 2 2 2 2 2 3 2 2 2 232 2 23 2 22 2 23 2 2 2 2.32:223 2 2 3 2:3 2 213 2 2 2 2 2 2: 3 2 2 2,223 2 2 213_2;2 2,3 1 1 1 2.2 1.2 1 1 1 2,21'222 1 1 1 2:2 1 2 2:2 1 1 1 221222 1 1 1 2 :3 1.2 2.3 '1 1 1 2;3 2 1 1 23222 2 1 1 23222.3 2 2 . 3 2 2 2 212 3 2 2 2 2 3 2 2 2- 3 2 2. 2 2 2 2 3'3 2 2 2 2.3 2.2 3 3 3:4 2 3 2 3.: 3 2 2 2 3 :42:33!3 2 3:4 2 2 :3 2 34 2 2 2 3:4233;4 O 46.603 t3 z U U O 1 22 1 22 1 2 2 1 22 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2.4 2 3:4 2 34 2 3 4 2 3 4 vanr Ge raeLa � � awx NO CHANGE 7HI$SHEET 1 2.2 1 2 1 22 1 22 1 2 2 1 2 2 1 2:2 1 2 2 2 2 3 2 2 . 3 2 2 3 2 2 -3 2 23 2 23 2 2 2 2 23 2 2 ;3 2 2 3 1 22 1 22 1 2:2 1 22 2 3 1 2 3 2 2 3 2 2 3 2 2 3 23 2 3 3 2 33 2 . 3.4 2 3 4 2 3 4 2 34 1 22 1 2:2 1 22 1 22 1 2 :3 1 2 :3 2 2 3 2 2:3 2 2.4 24 2 3'4 2 3 4 2 34 2 3'4 3 3 :4 3 3:4 1 2:2 1 22 1 2:2 1 2 . 2 1 22 1 22 1 2 , 3 1 2 3 2 23 2 2.3 2 2 3 2 2 3 2 2 3 2 2:3 2 33 3.3 1010TECHNOLOGY t tom, MUM PA.BQX 1819 warms. FL 3M 1 22 1 2:2 1 2;2 22 1 23 1 2:3 2 2;3 2.3 2 3 3 2 3 :3 3 3 2 3 34 2 3'4 2 3 :4 2 3 :4 58.603 p 0 0 z z a o N Q . - O VV 1 22 1 2 2 1 2 13 1 2 3 3 3 1 3 . 3 2 3.4 2 3:4 2 3 4 2 3 . 4 2 34 2 3 :4 2 3.5 2 35 3 3.5 3 35 1 2 1 2.2 1 2 2 1 2.2 2 2 1 2 2 1 23 1 23 2 2 3 2 2 2 2 3 2 . 2 3 3, 3 2 33 2 3 3 33 1 2 2 1 22 1 22 1 22 1 3 3 1 3, 3 2 33 2 33 2 34 2 3 . 4 3 :4 3 . 4 2 3: 4 2 3.4 2 4 44 Vts�bli Heuer 64.603 0 0 ON 00 0 1 2,2 1 1 1 2 1 2 2 2 2 3 3 3 1 1 3 2 1 3 3 1 3 3 2 2 2 2 2 2 2 1 1 2 1 1 1 2 2 3 4 2 3 4 2 2 2 2 76.000 1 1 1 2 1 2 2 2 2 2 2 3 3 1 1 3 3 1 1 1 2 2 2 2 2 2 3 4 1 3 3 1 1 2 2 4 4 2 2 2 3 3 TABLE KEY: MAX. PSF (DP LOWED) HEAD JAMB ABOVE MTG. RAL JAMB BELOW RAL HEAD JArtlEi ABOVE JAM3 BELOW.] MTG. RAIL Dnotter ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT OP /1 4040-20 ANCHORAGE NOTES: 2. ANCHOR LOCATIONS ARE BASED ON THE FOU.OWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 112" MAX FROM TOP CORNERS 1W MAX FROM BOTTOM COMERS fr MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE1° LESS. &esIGN PRESSURE LIMITATIONS: StZE BLOCKS OF THE AD.UkCUIT TABLE WITH A BOLD ITALICl2F-D VALUE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 2 Odd* Cede • •• • ••• • • • • •• • • ••• • • • • • •••• • i ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE & WINDOW HEIGHT SUBSTRATE: 29.655 ANCHOR TYPE- 0 0 WINDOW GLASS N Q N WIDTH TYPE S 19.125 24.000 32.000 37.000 • b•. 40.000 • •n• 44.000 ■•• ••• • • • r• •48.000 1 • • • • 53.125 • C,D,E,F,G. H,I,J,K,L A,B,M 1 1 11 1: 1 AB,M 1 1 1 111.111 C,D,E,F,G, 1 1 1 1 PSF 68 C,D,E,F,G. 1 1 1 1 1 H,I,J,K,L 1{ 1 1 1 1{ 2 2 2 2 AB,M 1 1 1 1 1 1 1 1111 1112:22222 PSF 59 87 79 •••• 1 {1 H,I,J,K,L c,D,E,F,G, 2 2 2 2 2 2 HI,JK,L 1j1 11 111 212 2 2 2.2 2 2 2 2 2 2 111 111 21 2 2 2 2 2 PF 49 revs . 79 "415,1t3; 2 '2 2 2 PP•J 111 111 4 1 212 •A • • • PSF H,I,J,K,L A,B,M 1 1 1 11 11111 2 1 1 2;2222,2 PSF 79 1 1 1 1 111.1 PSF 54 1 79 62 37.155 � Zr,O cy Z O 0 1 1 1 1 1 2 2 2 1 1 22 79 0 0 0 1 2 2 1 1 1 1222:2 1 1 1 1 1 2 2,1 1 1 22 . 1 1 1 1 1 2 1 1 2.2 1 2 2 1 1 1 2 1 1T 1 1 111 2 2 1 2 2 2 '- 2 2 2 1 9 6'1' {1212 P : 45 7. i ' S1 74 79 79 2. Y 2 2 2 2. 2 111 11 1 2 i2 2 2 2 2 2 1 1 4 �j III 3132;2 76 2 2 2. 2 2 2 3 2 11 1.11 1 11 2T2 2 2 2 12 31.3 3!3 2 2 2 2 2 2 3 2 111 1T1 1 1 2r2 2 2 212 313 3 :3 44.655 52.155 2 1 2 2 3 2 2 23 2 1 2 332233 o ni0N Z c�i 0 � 0'"O U 8 8 1 1 1 1 222.12222 1 1 1 1 1 212,22:22,222 2 1 1 1 1 222 :22;2 1 22 1 22 1 1 1 1 1 1 2:22:22:22.2 1 2.3 1 2 2 1 2 2233 2 2 2 3 :334 2 2 3; 3 3 4 1 22 1 2'2 79 2.2 2 2 2 2 2 2 332233 2 3.3 2 3 3 4 2 3 3 :3 4 4 2 3 3,3 4 1 22 1 33 1 1 1 2 1 1 2;322223:32233 2 2:3 1 22 2 2 2333 1 2.2 2 33 2 2.3 2 22 2 2 3.333 2 2; 2 2 3.3 2 2 2 2 2 2 2.3 2 2 3.3 3 3 2 3`3 2 2 2:3 3 ..3 3'13 4 .46 67 79 2 3 :3 2 33 2 3, 3 3 3 3 3 3 44 3 4 ;4 59.655 coOO Z Z c3'ONO O 1 2 2 1 2 2 1 2 2 1. 1 1 212 2:2 2.2 1 2.2 1 2 2 1 3 2 1 1 1 222;232 2 3.3 1 3 2 1 3 3 2 1 1 3.3 32 3 : 3 2 3 3 1 3 3 2 4 3 2 1 2 3 3.3 3 4.3 2 4 . 3 2 3 3 2 4 3 2 2 2 4 3 3 3 4 3 2 4 2 33 2 4.3 2 2 2 4.4,3:3 43 4:4 3 4: 3 44 3 4 :4 2 3 :3 2 3 , 3 2 33 2 3.3 Rand* among F.1C 11113v8 tioadowe Salaam B ADD DP �,� RESTRICTIEDBVSIZE TECHTiOLOGY D>E 140103618, FL3 278 1114V6 mmom A NO cH4NI MII SHEET 1Molollg Dem bbr isdiPc DMs - 1 FA 7/29/05 J,.L 212U7 t P.0.119x 1520 NOKOMIS, FL 34274 2 4`4 2 44 3 4 ;4 67.155 T 1 2 , 2 1 2'2 1 2 . 2 1 1 1 2.2 2:2 2 :2 1 1 3:2.2 2 1 32 1 1 1 5.22,23:2 1 33 1 2 2 33 1 1 1 3 3 2; 2 3: 3 2 3 3 1 32 2 33 2 1 2 3 3 3 2 3 3 2 33 2 3 2 43 2 2 2 3 3 3 4:3 2 4 2 3`3 2 43 2 2 2 4.4 313 3 2 4 2 4 4 3 4.4 3 4.4 2 3: 3 2 3 3 2 33 2 3: 3; 2 44 2 4:4 3 44 2 4.4 Visibly Batter 74.655 411 1 3 :2 1 22 1 3; 2 1 1 1 3'2223.2 1 3 212'2 1 32 1 1 1 3 2 2 2 3 2 1 43 1 3 . 2 1 4 . 3 1 1 1 43324'3 2 4 3 1 3 2 2 4 2 1 2 4 3 2 4 3 2 4 4 2 3 3 2 2 22 4 3:3 4 3 2 4 4 2 3.3 2 4 :3 2 2 2 4.4 33 4 :3 3 4.4 4:4 55 5:4 2 4';3 2 43 2 4`3 2 413 54 2 54 3 54 3 5:4 76.000 No N O' � O 0 0 1 32 1 2'2 1 3 2 1 1 1 322;2.3`2 1 3;2 1 1 2232 1 1 1 3 2 2.2 3 2 1 4 3 1 3: 2 1 4 3 1 1 1 4:3 3 2 4 3 2 1 4.413 2 2 43 2 1 2 4,4 3 2 4 3 2 4 4 2 [ 2 3 "315 3 2 2 12 4 3 5 3 2 2 4.4 3 3 2 54 2 2 2 4 4.3 3 5 3 4 . 4 3 44 2 4.3 4 3 2 5: 4 5;4 3 5.5 3 5 2 43 4 3 3 5 4 3 54 ANCHORAGE SPACING, STANDARD VIEW nw ALUM. SINGLE HUNG WINDOW, IMPACT Dasieveti a 11 4040.20 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1- 114 - ELCO TAPCONS 2 - 114' ELCO SS4 CRETE - FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 112' MAX. FROM TOP CORNERS JAMBS - 17112" MAX. FROM TOP CORNERS 15' MAX: FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. . INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. h ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FN DIMENSIONS ARE 1' LESS. %ESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OP THE ADJACENT TABLE WITH A BOW ITALICIZED VALUE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE. THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTNE SIZE AND GLASS TYPE IS AVAILABLE TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 117 3 3 3 (FULL DPI HEAD 2 JAMB ABOVE 2 : 2 MTG. RAIL JAMB BELOW MTG. RAIL amnia L. Oa*, P.E. PE #38712 Structural • goo • •• • • • • •• • • ••• • • • • ANCHOR QUANT I1ES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE 8. SUBSTRATE: — 17.125 ANCHOR TYPE: � 28-86-8 C1 V WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 GLASS TYPE D ,E,F,J, KL D,E,F,J, K,L D,E,F,J, KL PSF QE,F,J, K,L PSF D,E,F,J, K,L PSF D,E, KL PSF D,E,F,J, KL PSF D,E,F,J, KL 33.754 00 5 0 0 79 71 79 1 1 1 79 76 70 2 1 83 2 22.668 N0 N0 0 0 0 1 2 1 1 79 79 79 2 71 79 2 �. 79 28211 5 0 U 1 79 79 74 79 1 1 2 4 4 2 2 39296 N N O 0 1 2 2 5 3 5 44.839 0 g Q N 0 0 1 3 1 4 2 4 3 5 4 1 3 69 2 50.382 N N O O 0 0 3 3 1 4 2 4 2 5 1 3 55.925 0 z z "r8 P O U 3 2 5 1 4 2 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED W NDOWS BASED ON SASH HT. TABLE 8. 12. 15.776 18776 1.776 SASH HEIGHT 24.776 27.77 30.776 31.106 ••- SUQSTRATL': ARCHOR TYPE'. ..w.• WIDTH • 19.125 • 1 rr' 24.01Q• 1 .■ 32.000' • 37.006•.• Pis 41 2 13 40.000 • ' • • • 44,0 • • • •• 48.00a • • 53.125 D nom 11/13M6 par woe moic 7/19 0 • •� 1 • 2 • 9 • .' ° 2 1 •C2 •2 • • 2 2 73 2 •Z 2 G 74 2 212 2 68 212 2 2 8 2 78 2 79 12 3 1 21.3 1 2 3 2 1 3 313 f B ••••• RalsE ANcHaRAGE AAW. QTY If ltFSTRICTEDBYSIZE A NOCHANGE THIS SHEET Chmted>to � � V 4 1 3 [ 3 41314 * 41314 41314 10701ECHNOLO3Y DRIVE lOKOMIS, R.34275 P.0.1E3X -1821 NOWES4 RL34274 4 3 4 51314 5(314 3 3 3 4 3 3 4 13 1 4 51314 0 4 3 3 4 314 51314 5 131 4 51315 51315 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 -912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING A DIMENSIONS: HEAD -181P2° MAX. FROM CORNERS JAMBS - 17 112" MAX. FROM TOP CORNERS 11 112' MAX. ABOVE THE MEETING RAIL 8' MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM AMEN WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW AN WINDOWS ARE 125/8" MIN, TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR L� FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 8. DESIGN PRESSURE LIMITATIONS: A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: M6X PSF (DP UNITED) 112 HEAD JAMB ABOVE MTG. RAC. (FULL DP) HEAD JAMB ABOVE MTG. RAL 2 _ 2 A TABLE 8. KEY: MAX PSF (DP LIMITED) 112 JAMB BELOW 2 MTG. RAIL (FULL IT JAMB BELOW DP) 2 MFG. RAC DOCROSS ANCHORAGE SPACING, CUSTOM VIEW Ter ALUM SINGLE HUNG WINDOW, IMPACT SIONOOSt SH700 •• AT temt 10 s 11 I � 4040 -20 I PRODUCT REVISED as emptying yids the Ilbdis E Actepttace r1. ', 1rEor,s.` 9'iW t 20 11 /7 d7 L Dark. PE. PE #39712 Strudur•l • •• • • ••• • • • •• • ••• • • •••• •••• • • ••• ••••' • •• • • • • • • • • • • O • • • • • • • •••. • • •• • • • • 3.35 KSI MIN. CONCRETE OPTIONAL 1x ' WOOD BUCK (SEE NOTE 4) 1/4" MAX SHIM 1 1/4" 1 MIN. III ►1 al < -� O 1 •• • • • • •• • •• •• • • •• ••• • •• ••• "DIA. MIM. • • •x212" • • AT CORNERS • AND seer. • ••• •• •••• • • •••• • • • • • • • •••• •EXTERIOR INTERIOR (ALL HEAD AND SILL DETAIL) CONCRETE ANCHOR (SEE NOTE 1 & 3) j 2x WOOD BUCK A(SEE NOTE 4) 1 - '.a 13/e"MIN.,1/4"TAPCONA, . 1 - .3/4 MIN., 1/4" CRETE -FLEX 1/4" MAX. SHIM DETAIL A DET FLANGED HEAD ANCHORAGE 1/4 MAX SHIM DETAIL F. (HEAD) CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 183)/ j 1/4" MAX. SHIM - •-I 1/4" MAX SHIM ET AIL B WOOD ANCHOR (SEE NOTE 2 & 3)A 1 3/8" MIN. 13/8' MIN. 1/4" MAX SHIM 3.35 KM MIN. CONCRETE a OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 2x WOOD BUCK (SEE NOTE 4) .131• DIA.MIN. x 2 U NAIL, AT CORNERS AND 5° O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY. USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2. FOR WOOD APPLICATIONS 1N MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDRION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING, RAIL. (SEE NOTE 2 8 3) INTERIOR (ALL JAMB DETAILS) EXTERIOR OOD FRAME .131" DIA. MIN. x 2 12' NAIL, AT CORNERS AND 5" O.C. DETAIL G, (SILL) PlIODUCTIMIVISIO seemoplykimiallenilik Buidiagerly ,7"? Asi•JVA Remdejs F.K Roweg- DOC twit Teo f/8 FG 811/V5 assikkohr ea°adex J.J. ADDINTEQRAL RN ANCRORAGA UPDATE3 REORDER ADD NOTE Z UPDATE CONCRETE EMBEDMENT DM& ADD tor E B RE RAT HEAD ANCHORS. 1WOTOOYORNE tioomes. FL 3427x PAW= 1629 NOMOMis, FL 34V4 OE Vsibly Better ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT ,ems NTS 1 1 d 11 4040.20 • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO.DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www .nniamidade.eov/buiidlnecode NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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 "PW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, 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: Large Missile Impact Resistant Limitation: 1. Max DLO = Width - 3.75 ". and /or The Annealed glass to be on exterior side of laminate. 2. Max. comer distance for anchors is 8.5 ", except Hexagon & Octagon comer dist not to exceed 3 ". Max. corner distance for Nail (Integral. Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. • TERMINATION of this NOA will occur after the expiration date or if there has been a.revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an 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 literapure .If .any portion 2f t1.NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be pgovidgaio suer bi tie 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 # 07 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval • document mentioned above. $ $ • • • • The submitted documentation was reviewed by Ish q i. • and ,•I .E.• • • • • Reviewed for general compliance with des' r intent only. &ontraclor shall field verify • • NOA No 08- 1112.10 all existing conditions and shall be so ponsible for all aspects of jobsite installation. Install strictly per manufa cations and as further notated on Expiration Date: February 19, 2014 ?4:,0\4 the enclosed docum =. , tion. • • • : . : : •: • :Approval Date: January 08, 2009 • • • • . . . . • • • • • • • • • • • • • • • • • • Page 1 • • • • • ... ®l • II') • • d Date PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7 /14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -3835, dated 07/18/03 and test report. FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME=1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06 - 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. .. .• •. • • • • • • • • • .• • • .• • • • • • • • • • • • • • • • • • • • • • .• • • • • • E -1 ..• • • • • ..• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •. • • • .. • .. • .. • • • . •. • • • kg C . LLata4 • • • Ishaq 1. Chanda, P. E. • • • • • • 'rodnct Control Examiner • • • • • NOA No 08- 1112.10 • • flydtjdn Date; February 19, 2014 Approval Date: January 08, 2009 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT: MATERIALS, A INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. 6. REFERENCES: TEST REPORTS, FTL- 3835 & FTL -3850 1 ELCO TEXTRON NOA 04- 0721.01, 03-0225.05 ANSUAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -200Q LUMINUM DESIGN MANUAL u 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING. CODE, CURRENT ® EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). areeteDx Road tqc FiC rimer. F:K. h ex F.1C NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LATE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7116" AIRSPACE AND 7116" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LATE OF 3/16 HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D.1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 71 AIRSPACE AND 7116" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. Gtekr way 411/07 Da*: 121&V3 7/14/09 Rowirlonte Rthistonte B ciIG. NOTE 2 TO REF. .45751E 130002 AND REVISE ANGNORAGE NOTE 3 ADOREFERENGES TO NOTE 8AND ADD NOTE 7. Reabbs A REDUCE ANCHOR SPACING *makell* Dar 1010 TECHNOLOGY DRIVE p AMON* R.34275 P.O. BOX 153 NORMS, FL 34274 Viet ly Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT seams arc acre onn" Pw-7o1 1 NMI 1 a 12 42594 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 .•.• • • • • • •••• • • • •• • .••• • • • •. • • •• • • • •••• .• •• • • • • • • • • • • • •• • • lWrietee • • • Dase 0- �!A��15s 3 09 OG / 1 1 /IC% . Robert L dark P.E. PE 039112 Skuoterel • .• • • • • •• • • • • ritazatt ewED • fet,api1141ikla m.Fi. • • l�r'ZIz • • •• r joa s k ii it- eatf —imp � �� • • 3(16" ANNEALED OR HEAT STRENGTHENED GLASS OUTSIDE 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 11/16" NOM GLASS SITE 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' AIR SPACE 3/16" HEAT STRENGTHENED GLASS 10787Ec7, .00YDANE 110KOMB, FL 34276 P.O. BOX ON NOKONiS;.FL 34274 Visibly Better .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS GLAZING DETAILS 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) ALUMINUM PJC77IRE WINDOW, IMPACT P41 FULL' 2 0 92 1 4259-4 • • • • • .. • • .. .. E • . 11/16:NO t • GLASS b1TE f • • • • • • .. • • • • • • • • • • • En .►me nftrtell . Aa+erpod _ ((�... • Rinse 'f • PRODUCT REVISES as colaplyft tthe Auricle Stridloateale Aexallusec tat eigAratialt • • / 1//f �r3 d � Rebell. PE 038712 Structural • • • • • FAN MAX. SIZE = 96" X 47' OR MAX AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE = 96" X 48" OR MAX. AREA =25.13 SQ. FT. HEXAGON FULL CIRCLE MAX. SIZE = 60' BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA =19.63 SQ. FT. MAX. SIZE = 60" DIA. EYEBROW MAX SIZE = 96" X 48" OR MAX. AREA =31.99SQ. FT. 48" MAX. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96' MAX. 1 92114 "MAX. DLO RECTANGLE MAX SIZE = 48" X 96' OR MAX AREA = 32.00 SQ FT. 1 44114" MAX DLO 1 QUARTER CIRCLE MAX. SIZE = 68 °X68" OR MAX AREA = 25.22 SQ. FT. ELLIPTICAL MAX:. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. • ••••. • • .• TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. • • AR H. •• • MAX. St s4V "X9 . • • • riR MAX. AfA ffi 302840 Vf. .••• • • . •••:• • • • •• • ••••• • .• •• � coesetStS with th • • • • • PRODUCrREVISED as cemplyiee with the Florida Duldlog Cods Atrespauseles Sete mar 4!4/07 Anfstornr FJC B UPDA7E ANCHORAGE NOTE R.44 Be 04,. 0.60 s FJC 12115/03 A NO CHANGE 7HI$SHEEr UMW& a"YiuRBp: Dor F.K 7114103 j 1070 TECHNOLOGY LOVE Nocolwa FL 34278 P.O. EKOC 1829 NOKOMIS FL 34274 Visibly Better ewe FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT NTS I 3 of 12 I 4259-4 B � �m fart L Clark P.E. PE 538712 Structural HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX AREA = 21.65 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE = 96" X 48" OR MAX. AREA =25.13 SQ. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA =19.63 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. EYEBROW MAX. SIZE= 96" X 48' OR MAX AREA = 31.99 SQ. FT. A 981/4" FRAME Q.D. 96" MAX. Z 501/4" FRAME O.D. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 931/4" MAX. DLO RECTANGLE MAX SIZE =48 "X96" OR MAX. AREA = 3Z00 SQ. FT. QUARTER CIRCLE MAX: SIZE = 68" X 68" OR MAX. AREA 25.22 SQ. FT. ELLIPTICAL MAX. SIZE =16" X 47" OR MAX. AREA = 31.99 SQ FT. 45 1/4" MAX DLO CH. . .... a MAI't Via = 48" X 96�'. .e MAX. AkEA = 30. 'SCY FT. • • • •. • -• • • •'••• • • •• •• • • • • • . • TRAPEZOID MAX SIZE = 48 "X96" OR MAX AREA = 31.99 SQ. FT. • • ••.•••• • • • . • • •• • a • • •• • PRODUCT RENEWED • 11 with se noes, thiptradaa Dab PRODUCT a:Lyraa.J 0 couples* wfth m.t ? REI&OCad• Dare 8 ADD FRAME0.0 DIMENSIONS Ant UPDATEANCHORAPEmom Roams A 140 CHANGEJTh$ SHEET INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI LG., 3/161-IS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS WINDOW "Y" DIMENSION "X' DIM. TYPE 28.500 34.000 49.000 54.500 60.000 65.500 71.000 76.500 82.000 96.000 bees Deis 414!07 2/15V3 7I 7/141D3 A,B,C,D +80.0 A,B,C,D -80.0 +80.0 .80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. A,B,C,D +80.0 I A,B,C,D +80.0 AREA A Rabietodt 8 grafsiatr A G3soba +80.0 +80.0 B,C,D +80.0 AREA +80.0 A +80.0 93.000 G +80.0 B,D +80.0 A +80.0 C +80. B,D +80.0 1 -80.0 +80.0 AREA 10.79 SQ.FT: 12.87 SQ.FT: 14.95 SQ.FT. 17.03 SQ.FT. A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16. - SQ.FT 18.75 Q. 1 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. -80.0 -80.0 14.06 SQ.FT. -80.0 -80.0 +80.0 +80.0 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 B,C,D +80:0 -80.0 +80.0 -80.0 +$0.0 -80.0 +80.0 AREA 15.14SQ.FT. 18.06 Q.FT. 20.98SQ.FT. 23.91 SQ.FT. -80.0 +80.0 -80.0 +80.0 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. -80.0 +80.0 1 -80.0 +78.0 87.500 C +80.0 40.0 +80.0 I -80 A +80.0 B,D +80.0 -80.0 +80.0 L .0 +80.0 AREA 17.32 SQ.FT. 20.66 SQ AREA 18.41 SQ.FT. 21.96 S . FT -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 16.76 SQ.FT: Q 4NGENOTE 1 ANCHORING Piro Una SCREWS; -80.0 -80.0 -80.0 +80.0 +80 0 -1K1.0 +80.0 -80.0 +71.9 -80.0 +80.0 -80.0 +80.0 UPDATE DESIGN PRESSURES PER AVM E 1300-02 AND NO1 S. CLEAN UP TABLE 1 DESCRIPTOONAND HEADINGS 39.500 ` 45 46.500 +80.0 1 -80.0 +80.0 -80.0 +80.0 L -80.0 13.44 SQ.FT. 15.31 SQ_FT. 15.82 SQ.FT. +80.0 I -80.0 +80.0 1 -80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT +80.0 19.48 SQ.FT 22.19 SQ.FT: -80.0 +74.5 -80.0 +80.0 -78.0 +70.0 - 80.0 +79.1 -80.0 480.0 -71.9 +63.0 -80.0 +71,2 T 1 107 Nom:d OLOOY r p wir NOKOAfiB, FL 3427 PLO.BOX 1529 NOKOM1S, FL 34274 Bauer -80.0 +80.0 17.60 SQ.FT. -80.0 -80.0 +80.0 -80.0 -80.0 +80.0 -79.3 +78.0 -78.0 -80.0 +80.0 -80.0 -74.5 +73.1 -80.0 +80.0 -70.0 +88.4 79.1 +77.3 -80.0 +80.0 -63.0 +61.5 -71.2 +69.5 -80.0 _ +80.0 -80.0 +80:0 19. SQ.FT. 1 -80.0 21.15 SQ.FT. +80.0 1 -80 .0 22.93 SQ.FT. 24.70 SQ.FT. -73.1 -80.0 26.48 SQ.FT. -68.4 77.3 -80.0 24:00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 65.5 +63.9 -63.9 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +722 -72.2 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0f.0 25:51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. -61.5 -69.5 -80.0 30.00 SQ.FT 31.00 SQ.FT. +80.0 1 -80.0 16.33 SQ.FT. +80: 0 18.17 SQ.FT. +80.0 -80.0 20.00 SQ.FT. +76.8 -76.8 +80.0 25.50 SQ.FT. 29.17 SQ.FT. 31.00 SQ.FT. 48.= -80.0 3200 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OFA 32 SQ. FT. UNIT IN TABLE 1. 2, ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE USTED IN TABLE 1, OR TO THE PRESSURE FORME SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. FLANGED UNIT DESIGN PRESSURES FTL -3835 FTL-3835 FTL -3850 FIL-3850 ALUMINUM PICTURE WINDOW, IMPACT l NTS 1 5 or 12 ( 42594 • • •••• .•• • • • • • • • • • • • TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7116" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3116HS, 7/16" SPACE, 7/16" LAMI (3/16115, .090, 3/16" HS) WINDOW GLASS "X" DIM, TYPE 49.000 A,B,C,D AREA 54:500 I A,B,C,D AREA 60.000 I A,B,C,D AREA 65.500 1 A,B,C,D AREA 71.000 A,B,C,D AREA 76.500 . I A B,C,D +80.0 +80.0 22.49 SQ.FT. +78A +80.0 +80.0 24.00 SQ.FT. +74.0 +80.0 +80.0 80.0 -80.0 -78.0 -80.0 -80.0 74.0 -80.0 -80.0 25.51 SQ.FT. 82.000 I A B,C,D 87.500 C B,D AREA A 93.000 C 8,0 AREA A +80.0 480.0 9.000 C +80.0 -80.0 B,D +80.0 -80.0 AREA 19.00 SQ.FT Rossdar VIM Resin: Oeac Reasiar F.K 4/407 FJC 618..60 O•fi F1C 7114103 har 12115 AREA AREA' A Cheake86r peek WINDOW "r DIMENSION 28.500 +80.0 - I -80.0 9.70 SQ.FT. +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 11.88 SQ.FE +80.0 I -80.0 12.96 SQ.FT. +80.0 -80.0 14.05 SQ.FT. +80.0 -80.0 +80.0 -80.0 15.14 SQ.FT. +80.0 -80.0 +80.0 -80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 17.32 SQ.FT. +80.0 80.0 +80.0 -80.0 +K0 -80.0 18.41 Q. FT. Realoar UPDATE DESIGN PRESSURES PER AVM E 134002 AND NOTES. 9 CLEAN UP TABLE 2DESCRRPTION AND HLADWGS Rsvktuir A CHANGE NOTE 1 ANCHORING PATH 912SCREWS 34.000 +80.0 I -80:0 11.57 SQ.FT. +80.0 I 0 12.87 SQ.FT. - +80.0 I -80 14.17 SQ.FT. +80.0 1 -80.0 15.47 SQ.FT. +60.0 .80.0 18.76 SQ.FT. +80.0 80.0 +60.0 -80:0 18.06 SQ.FT. +80.0 -80:0 +80.0 -80.0 19.36 SQ.FT. +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 20.66 SQ.FT. +80.0 -80.0 +80.0 -co 0 +80.0 -80.0 21.96 SQ.FT. +80.0 +80.0 -80.0 -80.0 +80.0 -80.0 22.67 sQ.FT. 45,000 +80.0 I -80.0 15.31 SQ.FT. +80.0 1 -80.0 17.03 SQ.F7 +80.0 I -80.0 18.75 SQ.FT. +80.0 I -80.0 20.47 SQ.FT. +80.0 80.0 22.19 SQ.FT. +79.3 -79.3 +80.0 -80.0 23.91 SQ.FT. +71.9 +80. -71.9 -80.0 +80.0 -80.0 26.33 50.FT. 1070 TECHNOLOGY DRIVE NOKOAO$ FL son P.O. BQX 1828 NORMS, FL 34274 +74.5 -74:5 +80.0 -80.0 25.63 SQ.FT. +70.0 -70.0 +79.1 -79.1 +80.0 -80.0 27.34 SQ.FT. +65.5 +74.0 +80.0 -65.5 -74.0 -80.0 29.06 SQ.FT- +63,0 +71,2 +80.0 -63.0 -80.0 30.00 SQ.FT. P T 48.500 +80.0 -80.0 15.82 SQ.FT. +80.0 j - 80.0 17.60 SQ.FT. +80.0 I . -80.0 19.38 SQ.FT. +83.0 I -80.0 21.15 SQ.FT. +80.0 -80.0 22.93.SQ:FT. +78.0 -78.0 +80.0 -80.0 24.70 SQ.FT. +73.1 -73.1 +80.0 -80.0 26.48 SQ.FT. +68.4 +77.3 +80.0 +63.9 +72.2 +80.0 -68.4 77.3 -80.0 2826 SQ.FE -63.9 -72.2 -80.0 30.03 SQ.FT. +61.5 -71.2 +69.5 +80.0 Pvt&nn I NTS -61.5 31.00 SQ.FT. +71.8 -71.8 • +80.0 -80.0 27.33 SQ.FT. • +67.0 -67.0 • +75.8 -75.8 +80.0 -80.0 29.17 SQ.FT. +62.4 +70.5 +80.0 -62.4 -70.5 -80.0 31.00 SQ.FT. +60.0 :69.5 +67.8 -80.0 48.000 +80.0 1 -80.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83SQ.FT. i ••• • +80.0 -80.0 • 23.67 SQ.FT. . +76.8 78.8 .••• • +80.0 -80.0 ' .'••• 25.50 SQ.FT. " ••• +80.0 F R. 3835 FTL -3835 FTL-3850 FTL -3850 -60.0 -67.8 -80.0 32.00 SQ. FT. •• • • • • - • • p• • NOTES: A 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. INTEGRAL RN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT I °° 11 sheet 6 m 12 •••• • - • •••• •••• • • • •• • • • - IN • •• • • - • • •• • PRODUCfi RENEWED as complying with tie Finkle Code 1801, f0 Date se emptying whit die MI6 IMAM C Ampissat Nit • • • • • • •• • Robed L. Clark, P.E. PE 839712 Sbudural • • • • 2.784° SCREWED C • RNER ASS'Y (FLANGE FRAME) MAX DAYLIGHT OPENING MAX. WINDOW WIDTH ALONG ENTIRE JOINT HORIZONTAL SECTION (FLANGE FRAME) O ' L 1111 ° 1. KEYED CORNER ASS'Y W (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT 0 0 0 MAX. DAYLIGHT OPENING 2.184° VERTICAL SECTION (FLANGE FRAME) • •••• • • • • • • • • •• • •••• • • ••• • •• • ••, - � • • • • •• •••• • • • • • • • • • •• •• •• • . •• • • 13 • • • • • • • • •• ■ •••• . • • •••• INSIDE PROIWC t gENEWED as comply* with chef: Wide Balding Acceptance J2. f EvIratias Ai Miami ask a.. Olin o,CT iteomplying with As theigla no . • •. • • ••• • • • •• • • Rotalitr FX Oak Oslo 4(4107 Osafikrox Neviskox Rood* OAK ReOstont F,IC 11/16/03 A F.K 7/14/03 mar at NO CHANGE THISSHEET NOCHANOE OILS SKEET 1070 TECHNOLOGY DRIVE NOKON & FL 34278 P.O. NOKOMIS FL 34274 Etc;_r_ Visibly Better SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT etaelmare PW-701 HALE of 12 J 4259.4 /4/4 rt'L cadt P.E. PE #39712 Strudi tal 2.784" ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT 0 0 0 0 MAX. DAYLIGHT OPENING �— 2.784 " —*- •• • • • • ••• • • • • • • • ••• •• • • •• • • •••• • • • • • • • • • • • • •• • INSIDE • mune • • • •• • • • • •• • • • • • • • PRODUCT F.NEWED et BsmC e whit the Florida Fepnitios z,lt4 �ol By .G Lg. N��s� PRODBCT RE%ISSD cc compbing wilt the Betlie Bodding Cede Acceptance VERTICAL SECTION // (INTEGRAL FIN FRAME) • • • • • • • • • Ramiltc F.JC Osiw Rembfeas NO THIS SH T NO CHANGE THIS SHEET SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT DESCRIPTION ITEM 1 2 10 1 1 12 13 14 15 17 18 20 21 22 F.IC itx ■■■■■ Fit .050" mow so F.K DWG NO. 4256A 4253 1155 4255 4254 1224 4224 4262 PART # 64256 64253 781 PQX 64255 54254 6TP247 64262 r - 970" i ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 NO CHANGE THIS SHEET flake INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAM! I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL. SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI LG. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/18" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED 1 1/16" LAN I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED NO CHANGE MB SHEET ITEM 11 1 1/16 LAMI I.G. GLASS BEAD MATL• 6063 -T5 DWG NO. 4254 107V TECHNOLOGY DRIVE NOKOMIS, PL 34278 P.O. 89X 1829 NOKCMIS, FL 34274 1.875" Vinnbly B,errer aem"meae PW -701 —1I ly .062" 2.784" ITEM 1, INTEGRAL FIN FRAME.••••. MAIL :: 6063 -T5 DWG NO. 4258A 2.784" • • • •••• • • .. •••••. .077" • • ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 • • • • • Deese EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT 1 HALFC 9 u 12 L tin 4259 -4 • •• • • • •. • •• 20" • • • • . • • • • • • • • • • . . • • • • a7 • .• • • • •• • • as comptsr*g 104 IM RAT. Iwtdisg Code Anytime N. #. 19 Esp$•taa• Date Dade Divisloo PRODUCT MOON; / /:°1/ Clark. P.E. PE 039712 Structrael Rae ReadBy bahr sets 4/4/07 Obit rim 7114103 gItag011g 8 flaarkbaz A rhe.casF .131" DIA. MIN. x 2 112 NAIL, AT CORNERS AND 5° O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A Ram far FX Mar oftm 4/4/07 CONCRETE ANCHOR (SEE NOTE 1) 1/4° MAX SHIM • 1". `' ` - 4 SEE NOTE 1 FOR • • • ° • • EMBEDMENT • therfaloac ftertsiane E REVISE AND UPDATE ANCHORAGE PER CURRENTI.BC Reel* Oc FK 12/15+03 A CMANGENOTE 1 AND FASTENER SPACING DarantW FK 7/7/ 14/03 1/4° MAX. I SHIM 1 f 1 3/8" MIN. ,EMBEDMENT INTEGRAL FIN DETAIL B 1070 TECHNOLOGY DRIVE WOWS FL San P.O BOX 109 NOKOMIS, a 34274 WOOD ANCHOR (SEE NOTE 2) A 1/4" MAX. I SHIM 2x WOOD BUCK (SEE NOTE 3) SEE NOTE 1 FOR A EMBEDMENT: , - • : t 1 3/8" MiN. ® EMBEDMENT CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX. SHIM 1 1x WOOD BUCK • ` (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU • . • •. • A 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: A vA ts16 1. FOR CONCRETE APPLICATIONS , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" MIN, 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4° SS4 CRETE-FLEX EMBEDDED 1 3/4' MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. afr 1i‘018 2. FOR WOOD APPLICATIONS , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. P T Om* Better ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT smseose Lam. PV1-701 NTS 10 of 12 " 4259 - 4 I B WOOD ANCHOR (SEE NOTE 2) • FLANGED DrilI1;C SE !VOTE 31 K • • • •••• °• "7J ° MAX • SHIM • .• • • •••• • • • • • • • • • • • • • • • • PRODu4.1 Krotts:ku as complying with the F7w'W lioidi°g Cud. Assapaasee No 6 /-1 M2.-16 rev 0 ;,14 Mimi Dab INvieloa PRODUCIAEVISID assompaug with lbw Raids Wag Coto &° PE 039712 TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE . WOOD SUBSTRATE 71.0' O.C. 76.5" O.C. 82.0" O.C. 87.5" O.C. 93.0" O.C. WIND. DIM. 0 49.0 O.C. 54.5° O.C. 80.0" O.C. 65.5" O.C. WINDOW "Y" DIMENSION X N 0 s- 1 1 0 0 39 ca O r 0 r co n 0 98.0" O.C. 15.0" 1.2.,4. X Y M V N p.. ICI CO N r N s- ort t` O,n tif N CO r h 20 .,2 X l3 0 N CO O co .0" L,4 Y O 0 0 P 25 1., X l N co 0 0 0 0 CO DS N r co Es r N S- S- CSI w N N r N N N s- 0 0 P (44 28.5° 1.2. X Y a s 0 0 O sot CO 0 O 0 ' 30.0" 1.,2 X t+$ co 0 r CO P O r 0 N N ,4. Y O 0 0 0 0 O. X Y co e�3r N N r g O P 0 a 0 . P 0 0 m 0 r r O r r O 34.0" X Y co 0 5 0 co 4 X co t+3 CO O r 0 r m d3 • 5 " Y m 01 0' m to t0 0) to X co 0 0 4 CO Ft: 0 t�S O 0 0 1 X '0 00 R •0 co Ps 0 45.0" 2 . X r X e3 as 4 '0 A 1 0 r 0 Y 'ate X CO CO P r r 46.5" 2. X Y ai T' P O r r r 40 r 1, O P T 4 X O O c`8 '0 CO CD O r •o 1 tD CO O : r 0 tz. co co O N 0 P 48.0" X � N N r 0 O' Y N N N X O r 4 '0 A m t0 ca co ■ 00 N N N r N N. N NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (0.C.) "X' AND "Y' DIMENSION FROM TABLE 3 (MIN. 21/8° O.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: DIM. �-� ---- °X' DIM. ---- -•4 FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8112' FROM ANY CORNER. • • • • • •• • • •••• • • • •• • • • • • • • • • • • • • • • • • ANCHOR TYPES: 1.#12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. ELCO TAPCON 4.1/4" ELCO SS4 CRETEFLEX 5. stirg.g.p TAPCON • • •••• • • • •• • • • • • • • •• • • • • • •• • • • • •• • • • • • • • • • • • • • • PROMO' WARM t•11lIi•Vida Snag Cade No Date • • • • • • •• • • • PRODUCT RENEWED " B CC sin theFlorida Enna** Dan of Aceipinsc No 1 2.10 Rwc ReasollOr F.K Anal Or 0! Diew 4!4107 Dan ,tom 8 R°askms F.K. Vasa Sr Oa& Chocketlar Date 7114103 NEW SKEET 1070 TECHNOLOGY DRIVE KGCQ1V #1.34275 P.O. 80X1629 NOKOMIS, FL 34274 r ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT 1/4 Better 50111,1alak °ake PW701 NTS 11 d 12 Egoadaolkt 4259 -3 IB //A Robert L. dock, P.E. PE 339712 Stmt¢! TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE ANCHOR TYPES: WIND. "X' 3dAl _ OHONV WINDOW "Y" DIMENSION 1. STEEL SCREW G5) STEEL SCREW (G5) 2 #1#12 4 ( 3. 1/4" ELCO TAPCON 4 1/4" ELCO SS4 CRETEFLEX 5. 5/1r1L400 •••• • •••• . • • • • •• • • • • • • • • • • • • •• • ■ • • • • • •••• • • • • 15.0" 20.0" 25.0" 28.5" 30.0" 34.0` 39.5" 45.0" 46.5' 48.0" 4.,5 3. 5 ' DIM. X Y X Y XYXYXIOXY Y Y y Y Y X Y 49.0' 0.C. J9lB J J 8r6Zt OL I9/£Zt J art. J are zt 1 r at 1 411 J4/1 I81£ 1 wt. 9 J P11 6 1 ere Zt co 1 v/1• 6 1L 9/£ ZL 1 1L 1 9/£Zl I I 1•t 7 7/16 1 1911£8 19/£ z4 19tre 6 er.1 1 191/6 6 1 91/1 L IP/t91 11. I 8l£ Z LI Lt 91 /L L ere 9 I ON El I art. it 8/£ Z1 I a/1 11 91111 bI t 1 1 ere atI 3l• 8/£ 1 te •I 54.5' 1 9/9 01 J Z/1 L 8/9 I 01 as 0 1. J an 9 9/9 01 12 1/2 [9/901 1x11 1 819 01 J tin 8 1 Z/1 8 °� I 1915 I Z/1 8 11 1 -819 II I Lt 1 819 01 1 11 1 Z/L 8 ['MA 8 19/9 191/8 1 8/B in I 1 9/£ 6 I 1 en c 1 P/1 9 '1 9r9 01 I LL I erg at I 1t 1 en L 8/°8 8 I 8/4 011 211111 8/8011 Z/1 11 1 9/1 L 1 411 L 814 01 t • L s .e ZL Z1L L 117 ( 01 18r9 6 VI. 9 I at. 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Z1 Z#11 Ea7, OL 8/£ 6 177.7" /1 9 1 Z1 VIZL 1 91• /1• 9 1 Z1 . 1 11 8 91/1.81 a 1 z 1 91414h 11• 121101^ 11 z7 - 11 1 Z /19 9t19 Z/1 01. 1 91/£6 Z1. 1 91•1£ 61 4/t 8 etc 6 I 11. I z1 I , to 9 . 11 11111" 9111. 9 'P/1 9/9 9 Z11 11• ZL V1 11 9111 9 9/9 8 Z1 I ZL 1 at mmo . • I .ten• 1 Bidding WE ; "..f,--.14.4,' 2 g � zit �;, ' ., r NOTES: 1�R SPACING FOR SQUARE AND RECTANGULAR WINDOWS: "Y" MAX. ON- CENTER (0.C.) "X" AND "r DIMENSION FROM TABLE 4 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) DIM. MAX. 81/2" FROM CORNERS 1 L Ciatk. P.E PE 039712 structural 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR WITHIN ° X" DIM. —�-� FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" --- AND USE THE ON- CENTER FROM ANY CORNER. • r— wa rn sy: FK II arr,oarmr ANCHORAGE, CONCRETE SUBSTRATE Rabb= NEW &MEET 1070 TECHNOLOGY KotcolUrs �3av s >o. ALUMINUM PICTURE WINDOW, IMPACT P.O.KIX 1829 Visibly Better L'"4"' PVW701 smas NTS an.0 12 s 12 vc 4259 -3 Jane Cheated > !>elc NOKOMIS FL 34274