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RC-07-921I.... rzio:'a.... 9,. pail -. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204. Fax: (305)756 -8972 ) Inspection Date: 07/02/2008 Inspector: iteii Owner: BELLINSON, JENNIFER Job Address: 9205 4 Avenue NE Miami Shores Village, FL Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition CL Phone Number Parcel Number 1132060140230 Block: Lot: Phone: (305)685 -0412 Building Department Comments ADDITION OF MASTER BEDROOM, BATHROOM, FAMILY ROOM STUDY AND STORAGE EL MC BLDG Passed �UL 0 9 2000 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, July 1, 2008 Page 2 of 2 1 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 Code106.1.2 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 Residential Construction Bldg. Permit No. RC -5 -07 -921 Owner JENNIFER BELLINSON Contractor ORONI INC Subdivision /Project <NONE> Date Issued 07/07/2008 Construction Type ADDITION Occupancy Single Family 9205 4 Avenue NE Miami Shores Village FL Location Buildin dals Approval ► audio Grande, CBO Not Transferable POST IN A CONSPICUOUS PLACE MAY 0 7 BY Permit No. Cf_5(1-CI BUILDING etilbe-nm- PERMIT APPLICATION 007 f Miami Shores Village � a Building Department � � L� m4 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 4011, c4 (� OUP/rill/1n) Tel: (305) 795.2204 Fax: (305) 756.8972 FBC 2004 ' -Tad Kapc4 O ( brick Permit Type (circle): Building Electrical Plumbing Mechanical Roofing isk Owner's Name (Fee Simple Title o s er jortiffinlyrkhociPhone # 305-310- 2A.k Owner's Address ° O5 tkE C' \ j\ �+� City 1 (*•l ‘i)6('P5 State ft, Zip Tenant/Lessee Name ne_ Phone # Job Address (where the work is being done) q; 105 I County Miami -Dade Zip 52 City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name ®.�dN I A•C,, Contractor's Address 14040 NW (0 ci- NO Phone # 3.5 - )S- o4 i 2 City State c Zip 3.51 GO Qualifier Name e State Certificate or Registration No. 1 1 (0S Certificate of Competency No. Phone # Architect/Engineer's Name (if applicable) @ TheV` tia Sl l Phone # 305 C1 �% JS Value of Work For this Permit $ 4 ,2sgf cto 000 Square / Linear Footage Of Work: 1 Soo Type of Work: (Addition i� %Alteration ❑New' ❑ Repair/Replace �} % Demolition Describe Work: l �'F 1 '1 r <` b �x 1 S' fl.9 res d u n nerz jer on , - 'hd®c.✓n vkc.1 sierotcre e )*.************************************Fees ***41 Submittal Fee $l Permit Fee $ 70 �� r Notary $ �j® Training/Education Fee $ J 1 ' '6V ****** * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** Scanning $ A'5 Radon $ a DPBR $ Bond $ '/ Code Enforcement $ D Structural Review. $ ,60i 4)4" Total Fee Now Due $ CCF $ 1 5'4° CO /CC Technology Fee $ 1a9_50 ouble Fee $ Zoning $ See Reverse side --> Bonding Company's N, Bonding Company's Ac City Mortgage Lender's Nat m 0 z z n r- Mortgage Lender's Add` City Application is hereby n commenced prior to tr construction in this juri: WELLS, POOLS, FUR OWNER'S AFFIDAV applicable laws regulati "WARNING TO OW PAYING TWICE F CONSULT WITH COMMENCEMENT. N O z z 6) N > m Om 0 m�C m a C E CO W m m E N D e N r r- 0 D► m 21013d211NO3 m aallation has rs regulating NG, SIGNS, nice with all C IN YOUR NANCING, TICE OF 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 appro e ' and a reins ±ection fee will be charged. Signature 0 Agent The foregoing instrument was acknowledged before me this day of May ,20 07'by Jennifer Bel 1inson 9th who is personally known to me or who has produced PERSONALLY KNOWN As identification and who did take an oath. 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. My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) • eaa.� .+.�. 4 . s..l+._4._4... v. •... 1. 1. , My Commission Expires: 124 344 7 fr� a' Plans Examiner �� Engineer ,„, /ill L �' zoning CCurrier societies June 27, 2007 City of Miami Shores Building and Zoning Electrical Department Attn: Mr. Mike Devaney Re: Bellinson Residence 9205 NE 4th Avenue Miami Shores, Florida Process # RC5 -07 -921 Mr. Devaney: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Consulting Engineers • ••• • • • •••• •• • •••• • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • •• ••• •• • • • •• • • • • • 100 •• PY As per our telephone conversation today, I am hereby authorizing the Architect of Record, Catherine Salow, to indicate that the meter socket shown on sheet E -1 is to be 320A in lieu of 200A as shown on the riser diagram. Thank you for your cooperation on this matter. Respectfully yours, CURRIER ASSOCIATES Charles G. Currier, P.E. pagsys-i JUL 0 y 2 0 0 1 li 250 Catalonia Avenue Suite 406 Coral Gables F133134 Tel (305) 446 -8655 Fax (305) 446 -9230 E-mail cgcurrier@gma' .com PROCESS # FOLIO # CROWN OF ROAD 9.40 Ft. NGVD FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Importerib Read the Instructions on pages 1.7. SECTION A PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME JENNIFER BELLINSON BUILDING STREETADDRESS (Including Apt, Una, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX 9205 N.E 4111 AVENUE CITY MIAMI SHORES STATE FL PROPERTY DESCRIPTION (Lot and Bbd Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 13 & 14, BLOCK 50, MIAMI SHORES SECTION 2 PB 10-37 SECTION 8 53 42 O.M.B. No. 3067 -0077 Expires December 31, 2005 BUILDING USE (e.g., Residential, Non - residential, AddtlIon, Accessory, etc. Use a Comments area, RESIDENTIAL ff necessary.) LATITUDE/LONGITUDE (OPTIONAL) ( #fIJD -## - ##.##' or ##.#####°) HORIZONTAL DATUM: NAD 1927 ❑ NAD 1983 SOURCE 0 GPS (Type): ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME &COMMUNITY NUMBER VILLAGE OF MIAMI SHORES 120652 B2. COUNTY NAME M AM -DADE B3. STATE FL 84. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 65. SUFFIX B8. FIRM INDEX DATE EFFECTNFJREVISEDDATE 88. FLOOD ZONES) (ZoneAO, use depth offlooditng) 12025C0093 J 07 -17-95 03-0294 X NIA B10. Indc atethesarroeofthe Base Flood Elevation (BFE) data or base tittered in &9. ❑ FIS PrIe ® FIRM ❑ Community Wonted ❑ Other (Desarbe): B11. Indicatet the deviation datum used for the BFE In 69: ® NGVD 1929 ❑ NAVD 1 • :: ❑ Other ( e): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Pn>teced Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevates are based on: ❑ Construction Drawings* ❑ Building Under Construction` Finished Constndon *A new Elevation Certificate will be required when construction of the bung Is complete. C2. : (ding Diagram Number 1 (Select the building diagram most similar to the building forwhich this oertflcate is bring completed -see page 6 and 7. If no diagram axwBtey represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al -A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/AI-A33, AR/AH, AR/AO Canplete Items C3.-a4 balmy ac cording to the balding diagram specified in Item C2 State the datum used. If the datum is differed from the datum used for the BFE in Section B, convert the datum to that used for the BFE Showfleld measurements and datum conversion calculation. Use the space provided or the Comments area of Section D orSerson G, as appropriate, to document the datum cahverson. Datum 1929 NGVD Conversion/Comments Elevation reference mark used GS 3-R Does the elevation reference mark tmed appear on the ARM? ❑ Yes e No o a) Top of bottom floor °Wudlng basement or endosure) 11. 17 t.(m) N/A. it.(m) N/A . it(m) 9.22ft.(m) IA , ft.(m) o b) Top of nod higher fdoor o c) Bottom of lowest horizontal structural member(Vzones only) o d) Attated g (top of d) o e) Lowest elevation of machinery and/or equipment servicing the building (Descnbe in a Comments area) o f) Lowest adjacent (finished) grade (LAG) El. 7 ft(m) o g) Highest adjacent (fnishedgr le (HAG) 9.2ft.(m) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 1 o d) Total area of all permanent openings (flood vents) In C3.h 131 sq. In. (sq. cm) 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 In Sections A B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME ALBERT R TOUSSAINT LICENSE NUMBER 907 TITLE ADDRESS SIGNATURE tie PRESIDENT 620 N.E 126 Surest COMPANY NAME CITY NORTH MIAMI DATE 09/07/06 A.R TOUSSAINT & ASSOCIATES, INC. STATE ZIP CODE FL 33161 TELEPHONE 3058917340 FEMA Form 81 -31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (IncuclingApt., Unfl, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 9205 N.E 4th AVENUE CITY STATE ZIP CODE MIAMI SF ROES FL 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Bevation Certificate for (1) community official, (2) insuraice agent/company, and (3) bulking owner. COMMENTS C3(e)A/CON ROOF For Insurarloa Cornpany Usa Poky N Company NAIC Number 0 Chic here if attadments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO andZoneA (without BFE), complete Items El through E4. If the Bevation Certificate is intended for use as supporting information fora LOMA or LOMR -F, Section C must be completed. El. Bating Diagram Number _(S the building dtgran most shriller to the building for which this certificate Is being canpleted — see pages 6 and 7. If no diagram accurately represents the bufidmg, provide aeicetch or photograph) E2. The top of the bdtomfloor (including basement orendosure) of the bui Is _ ft(m) _in.(cm) 0 above or 0 belay (check one) the highest adjacent grade. (Use natural grade, if mantle). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated tar (elevation b) of the building is _ft.(m) _in.(am) above the highest adjacent grade. Complete items C3.h and C3i on front of form. E4. The top of the platform o machinery and lorequipmentservicingtheWing is _ft.(m)_in.(an) 0 above or 0 betow (died one) the hIghestacacentgrade. (Use natural grade, ifave). E5. For Zone AO only: Ifnoflood depth number is available, is the top of the bottom floor elevated in accordance with the carnality's froodplain management ordinance? 0 Yes 0 No 0 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or ownees authorized representative Ito complete Sections A, B, C (Items C3.h and C3J only), and EforZoneA (without a FEMA4ssued or commurilly- issued BFE) or Zone AO must sign here. Me Sedions A, B, C, and E are com to the best ofmylo edge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 0 tic here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law orordlnanceto administer the community'sfloodplain management ordnance Carr complete Sections A, B, C (orE), and G of this Elevation Cerlilk te. Comply the applicableitem(s) and sign below. G1. 0 The information in Section C was talcen iron other doannentator that has been atgned and embossed by a licensed surveyor, engineer; or ard>itect who is authorized by state or local law tocertfyelevation won. (Inalcate the so r e and date of the elevation data in the Comments area below.) G2, 0 Acorrvnunity official completed Section Efora building located In ZoneA (withouta FEMA -Issued orb -issued BFE) or Zone AO. G3. 0 Thefolbwing infforrratlon (Items G4 G9) Is provided for community tloodplaln management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COM PUANCE/COCUPANCY ISSUED G7. This pemilt has been issued for. 0 New Construction 0 Substantial Improvement GB. Elevation of as -built lowest floor (iduding basement) of the building Is: G9. BFE or (in Zone AO) depth of flooding at the bating site is: ft(m) — Vol) Datum Datum LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS TITLE TELEPHONE DATE 0 Check here if attachmnts FEMA Form 81 -31, January 2003 Replaces all previous editions VMELlab NAT. GAS TANK N.E. 93rd STREET 5D' 55.12' ^12 11 10 9 8 7 6 5 4 3 2 1 re for F./0$ 15 /4/0/ 16 17 t! 18 a 19 20 21 22 23 To 24 — •' 0 0 H » . H n 50* 55 92�J N.E. 92nd STREET LOCATION MAP: V SF'CTION 6 TWP. 53 S. RGE 42 E. SCALE 1"=l00' SKETCH OF SURVEY SCALE: 1 INCH = 20 FEET A. R. TOUSSAINT & ASSOCIATES. INC. LAN0 SURVEYORS FLORIDA CERTIFICATE OF AUTHOR2ATION NO. LB -273 620 N.E. 126 ST. NORTH MIAMI,. FLORIDA 33161 ORDER No. 14041 FB: 523 POS. 54-57 FILE: 2006/11X17/14041 SURVEYORS NOTE: ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM, 1929. (N.G.V D.) LEGAL DESCRIPTION; LOTS 13 & 14, OF BLOCK 50, OF "MIAMI SHORES, SECTION NO. "6 2 °, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI —DADE CCUNNY, FLORIDA, BEING SITUATED IN THE VILLAGE OF MIAMI SHORES. FD. 3/4` I.P LEGEND; CONC = CONCRETE = CENTERLINE CL = CHAIN INK FENCEE) ENC = ENCRO ENT FD = FOUND IP = IRON PIPE LB = LAND SURVEYOR BUSINESS N&D = NAIL & DISK P/L = PROPERTY UNE RLS = REGISTERED LAND SURVEYOR No. GRAPHIC SCALE; 10' 20' 40' 60' SCALE: 1 INCH = 20 FEET SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY' IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND PLATTED UNDER MY DIRECTION AND THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 61017 -6 FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. NOT VAUD WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. THERE ARE NO ENCROACHMENTS UNLESS SHOWN HEREON. A.R. TOUSSAINT & ASSOCIATES, INC. ALBERT R. TOUSSAINT REGISTERED ENGINEER NO. 8939 REGISTERED LANG SURVEYOR NO. 907 STATE OF FLORIDA FLOMA CERTIFICATE OF AUTHORTZA11ON 1.B -273 MAY 0 7 2007 BY- March 30, 2007 Village of Miami Shores . Building and Zoning Department Miami.Shores, Florida Attn: Building Official Re: Special Inspection Project Bellinson Residence 9205 NE 4th Avenue Miami Shores, Florida 33138 Dear Sir, • • ••• • • • ••• •• •• • • •• •• • • • • rf • • • • •n k • 111,119111,111 ••• • ••• ••• • .•• • • • • • • • • • •••• •• • • • I•!•t■11 • Edward A. SANDERS, P.E. .CONSULTING ENGINEERS •• • • • •• ••• •• • • • • • • • •••••••• • • •• • • • • • ••• •• CITY C 4 Z... Y Permit # ' -1L The work under this application will not reduce the structural strength of the building or any individual member thereof. (Reference FBC 2004 Sect. 6072) Please call if we can provide any additional information. Very truly yours, Edward A. Landers, P.E. 7850 NW 146 STREET, SUITE 509 • MIAMI LAKES, FL 33016 • (305)823 -3938 • FAX (305)823 -9355 Edward A. LANDERS, PE. CONSULTING ENGINEERS .E. #038398 (305)823 -3938 2c 10 - ;0 7 • • - . Lie :.• _:e. . • •.• •• 1 • • i• • • • • • • • • p • ; • • •. • • . .00...• -6 • 6: • P • • P 000 •• • • • • ••••••• ..... • • . • • • • • • • ; sr, • • • •1 • , • i ••• •••0 . • • . • • ; IVO 7t. • • Ilk •• . lb- • • • • • • • • • II • • .1072, 7314F ".i.A4014 figLO pAr 75 lz' use, Pa 4 Verui_ tezonc lc /OV9d1 . • r s-s--= (107z. 26t,ttrt3;.37; pftt__ tzos; Edward A LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 Gost—ces . : . • - • .. .:„.• . -.0 . • • • . • • - . • • • • ,• • • •'. • • • • : • ' • • • •• • - • •• • • • • :. • • • • • .0 • 0, 0. • • •- • ••• . . F• . ' • • • •• •-• • • • r, • . . , . • .. • • • • 4 • • i • • • • • ' - • . . . . . ; ( ..; ' :. •••,.. ...0..1.1.•... .• . . 0 . ••• i :IP', • 11'. a: .41 • ...411—„, 0 -‘" ••••• '0' -'4i- 4-4••• • • • • . "a, • ' : . • # :. . : • . . : •: (I . • -re.-...... 1.;,r7.-----:_fi, ____. Ae.:•.....- •:._.• ..........;.. . . !. :•• • • • • • •.4 IP • • • • • • •:: ' 11..... . • :. yr-vv1.1 • • • • • • • 01 • . • :. 4? • 4 • • • . .• -..,..• : #1-• 1+, rz, .; • . . , ... .. • $ . .. • : : . ‘..7 .. 4e. ..... . ... ..,: . .. . ........,..■ •. : ...............D..• ...„...- -i•-• -+• v --,.....- -1-- v.-. i- : c — :. cor,-.7 1. L - • ' • • ........4......,,....,..........,,.. i. t . • .s.., . . . . . :..t.. , _ e : . .. ::: - •••• .4.,...... ;, 1.....,....414t,,, V., :,,,, fel,: ...., th : "' ' • • • - -Nr r/t) -rt N-YE-AA_ t fl.el‹. MOE ,S* 1:ZoStb Pao 1 ("+ 6S-1- C't tc-r. • Edward A. LANDERS, P.E. *CONSULTING ENGINEERS P.E. #038398 (305)823-3938 o • : • 410'10 • • • • • .• • • ... • • • • • • ... .. .. . { •+�q• • ---4"s' °'+ • 00• • • • • • • • v Lt•er•@ I, ,44 •. .4141•• : •• 3 • • • • • • • • • • • - • ,/�� '�} �• U .:..X. L.1.' .. . 41_.41 - 1 • • 2_1 9 ,S • • '..•..•_• • • :•.e. • r t •• •• • • • • • • • •• • • • • • • • • • f •• .2 ^'3 • • • • • • • • • T O 0 ♦ • • „• • 000 t t o r Edward A. LANDERS, RE. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 3 -7 01-007 • • ••• • • • ••• • :4,021t.•••• • • • • • • • • . • •.. R.. • • • ••• Pm • • •n • 42.• . •. •. •. ... .._ z.• ..• • •.. . • • • • • •• • • • • • • • • : • • • • • • • • • • •, • • x`1,0 i 8th •`- • • z7, gsk.1 � 5®B6P in �LL '.•• A..• • • •. Yom'."•.. •fit.•.• • I. • • • • •• • • • '• • • • • • Edward A. LANDERS, P.E, CONSULTING ENGINEERS P.E. #038398 (345)823 -393E 5 • • •• •• . • • • • • • • '• • • •,.f, ••• • . •• • • • • • • • ••• • • • ••• • • • .. •• •• • • • • • • • • • ••• • • • • • • • • .. ••• •. • • • ••• I . • • •••• •• • ..•• • • •• ••• •• ..••• • • 09. 1( .,.. • • • ••. •• � dti o-, ?(6 ?ate ....;.......: Edward A. LANDERS, PE. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 Cf1 " TABLE3.2.1.2: Reinforced Wall Properties for Load Combinations Not including Wind or Seismic Concrete Masonry Wall Properties Steel Reinforcement Pronertles t m 8 In E. 29,000,000 psi For Effective Depth d to 3.8125. in Fr 60,000 psi (Table Arranged by increasing MR) Out.of-Plane Resisting Moment and Shear for Bars Positioned In the Center of the Walt m = 1,350 psi t'm =1,500 psi Bar Size Bar Spacing (in) A, (in'/R6 MR Sin-lb/ft) Bar Size Bar Spacing (in) A„ (inant) Mit On-lb/ft) Bar Bar Spacing On) (Ins) MR (In•ibift) Bar Size . Bar Spacing (In) Al QOM Mit On-lb/ft) 8 8 1,19 20,072 4 24 0.10 8,311 8 8 1, 9 21,860 8 72 0.13 8,928 • 7 8 0.90 19,008 8 72 0.13 8,310. 7 8 0 20,647 4 24 0.10 8,348 6 8 0.66 17,730. 8 88 0.09 7,804 6 8 0,4719,201 7 72 0.10 8,114 8 16 0.89 18,609. 5 40 0.09 7,753 8 16 0. ' 18,055 6 56 0.09 7,840 6 8 0.47 16,221 7 72 • 0.10 7,582 5 8 0,47 17,511 5 40 0.09 7,786 7 18 0,45 18,850 6 84 0.08 6,829 7 16 0,45 16,963 6 84 , 0.08 6,860 8 24 0.40 16,040 5 48 0.08 8,808 8 24 0.40 16,306 6_ 0.10 „x696 6 18 0.33 14,499 4 32 0.08 6,308 8 16 0.33 18,860 r 8 48 0,08 6,53 4 8 . 0.30 14,301 8 96 0.10 8,232 4 8 0.30 16,381 7 24 0.30 14,087 6 72 0.07 6,070 7 24 0.30 15,198 6 72 0.07 6,097. 8 32 0.30 13,987 7 96 0.08 5,687 8 32 0.30 15,118 7 96. 0.08 8,088 8 40 0.24 13,160 8 56 0,07 5,878 8 40 0.24 14,181 6 58 0.07 8,855:' 8 18 ! 0.23 13,134 4 40 0.08 5,086 5 18. 0.23 14,127 8 120 0,08 5,581•' 7 32 0.23 12,972 8 120 0.08 4,986 7 32 0.23 13,963 4 40 0.06 5,404" 6 24 0.22 12,898 8 84 0.06 4,881 6 24 0.22 13,871 6 64 0.06 4,900" 8 7 48 40 010 0,18 12,465 12,103 6 7 96 120 0.08 0.06 4,552 4,549 8 7 48 40 0.20 0.18 13,392 12,982 7 6 120 96 0,08 0,08 4,8M ' 4,373•• 6 32 0.17 11,758 5 72 0.05 4,339 6 32 .0.17 12,592 6 72 0.05 4,$88:' 5 24 0,16 11,508 4 48 0.05 4,264 5 24 0,18 ' 12,315 4 48 0.05 4,178 7 48 0.15 11,374 4 56 0.04 3,855 4 16 0.15 12,171 4 56 0.04 3,867. • 4 16 0.18 11,374 6 120 0.04 3,642 7 48 0.1.5 12,171 6 120 0.04 3,656 6 40 0.13 10,830 5 96 , 0.04 3,264 8 56 0.17 11,479 5 98 0.04 3,287 8 56 0.17 10,684 4 64 0.04 3,198 6 40 0.13 10,888 4 64 0.04 3,209 7 86 0.13 9,749 4 72 0.03 2,843 7 58 0.13 10,432 4 72 0.03 2,852 5 32 0.12 9,598 6 120 0.03 2,603 8 64 0,15 10,044 5 120 0,03 2,814 8 64 0.15 9,349 4 98 0.03 2,132 8 32 0.12 9,643 4 96 0.03 2,139 6 48 0.11 9,105 4 120 0.02 1,708 8 48 •{x.11 9,148 4 120 0,02 1,711 7 84 0.11 8,530 7 64 0.11 9,128 m =1,350 psi „II 1,800 psi C a 0 u3 • .... • • • • • • • •. • • • • • .. • • • • • • • .•ID • • • • • • • ••• • . • ••• •• •• •• • • ••:••' • • • • .• • • • • • • • • • • • • • ••• • •• - • • ••• • • • • • '>.4.•=i '3 7 7( tom, • ••.• • • ••• • • •'. •. : • 14k Sr 1 °' 3 Pwl Q•75 Orru pT;' 0,44-cVN KS es (ri:\i, 3TV( 07AD _e 1. /#t o k Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 C�3 3 -3 v-0-7 6 • • • • 1•• *. • • • • • :°': : : :°°: • : I a t • : • • • • •••• • • • .• • • • • • • • • • ••• • • •••. . 0, 00•er : • .„..... _ ;..- ze,t,-(.11 • • . • • • • ..• • - . ... • • • .• • • • • • 6 fp, • • • • • • • • ; • 1. ...A .0.410•.* •••• : • • io • • • • • • 1 • 1 • • • . • • • • • • .r it C . . . . •.•.• .1 • . • . 1.••• •• ••• ' 11 • : : i • ••• • •: :• '• . • 1 • • 111.. • • • • '• • •• • • •* • 4 1 • • • • • • •• . • • • • ••• •• ectricri`). )'c. /64 17 NI -4- eet sJ ..... • . . • reaP-\ Cr-3(°•-z°4'\ — rP ..- ••••••• 1Z) (rt 0. • .... .... .. • i0 (1't 0, to so Ae 6° FIAA-C-e) Cf2).9 S 41( c I t.A.2 • ....... P.E. #038398 Edward A. LANDERS, RE. (305)823-3938 CONSULTING ENGINEERS 0,1,o • 7-3"--19 .11•11.•■■••••••1 •• • • • C • . • • • ••• •• 61, 44.1 Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 •• ; •• •. _•... •▪ • •• • ... •. • • • • • • • • • • • .: ••• .' • • • • .: • • •' •.. •.. • • '••• • • • • ••• • ••• • • • • •• • • • •■ •` • • • • • • • • • • • •: • • • '• ••• • • • • • • • • • • • • • • • • zAcir C s )c.,1---'4 Zrd's E S" it `�" C 0 40 17 Edward A. LANDERS, P.E, CONSULTING ENGINEERS RE. #038398 (305)823 -3938 • • ••• • • •.• .•• •• • ._ • "• .. • • • • • • • • • • - • •. • ..• •. ...• •. . .. • .• ••• • • • • <• ••• • • • • • • •, • ••• • • • • • 14—.1•>c. .i�. • • • • • • •• • • • • • •• • • • . •• • • ... . •. • ••• •• - ct 75-,4 t • ,53 e. ,C x5s-K 531 rolt z47 ?.0 Edward A. LANDERS, P�E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 - 3 ®3•. ............... . • ••• • • • •• ••• ; • • • •• • ••• •. • • • • • • • • T r t. • •• • • • • •••• • • • • • ••• • tie e::°- • It • • • . • • • • • •• •._ •.. .t. • •..••*, •• V171- 0-4111 ,11(r_ ► °12s(V() !l Z�S�S r�SSI .Z� � 537t -C._ 139,5 1832,1 lhZad�� -P40, 1 511. ... ?3S17( 'rt' r Edward A. LANDERSJP.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 • • •• •• *•• • • • • • • • • • ••. . • • • • ••0 • • • • • ••• •. •• • • • • • • • • • • • • • • ... WINDO2 v2 -21. ••• Detailed Wind Load Design (F e!hed.2) peGA E 7;• ••• • . • • • • • • • . Analysis by: LANDERS Company Name: rEDWARD A LANDERS, P.E. Desc ption: BELLINSION RESIDENCE, 9205 NE 4TH AVENUE, MIAMI SHORES, FL Structure Type User Input Data Building Basic Wind Speed (V) 146 mph Struc Category (I, II, Ill, or IV II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonality Factor) 1 Eave Height (Eht) 10.00 ft Ridge Height (RHt) 14.00 ft Mean Roof Height (Ht) 12.00 ft Width Perp. To Wind Dir (B) 60.00 ft Width Paral. To Wind Dir (L) 96.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.20 Flexible Structure No • • ••• • • euigted Parameters Qnliortar?c FactI• . • 1 Hurricane Prone Region (1/>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = Zmin = 0.200 15.00 ft 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 Izm Cc * (33/z)110.167 0.2281 Lzm I *(zm/33) "Epsilon 427.06 ft Q (11(1 +0.63 *((B +Ht)ILzm)"0.63)) "0.5 0.9109 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8781 Enclosed Buildings Gust Factor Summary G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Fiq 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 3/31/2007 Page No. 1 of 4 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• WINDO2 v2 -2'�• • •• n Detailed Wind Load Design • e� • • • • •- 9 (M4�.2y P�►;g4CEj 7;02 • • 6.5.12.2.1 Design Wind PressureEtaldings o •AII Heights 3/31/2007 Eiev ft Kz Kzt qz Ib/ft ^2 pressure (411e1 42.) ••• • • 2.01 *(15 /zg)^(2/A1pha) Windward Wall *• ••+Leeevard•W�1I -• Total Shear Moment +GCpI -GCRI, • :GSpi r : -cggpi , a • + /-Gcpi (Kip) (Kip -ft) 15 0.85 1.00 46.32 23.16 39.84 -23.30 -6.62 46.46 41.82 313.62 Note: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Me • • 2) I L Variable Formula Value Units Kh 2.01 *(15 /zg)^(2/A1pha) 0.85 Kht Topographic factor (Fig 6-4) 1:00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 46.32 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*V^2 *I *Khcc *Kht *Kd 46.32 psf Wall Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Roof Pressure Coefficients, Cp Roof Area (sq. ft.) Reduction Factor 1.00 Calculations for Wind Normal to 60 ft face Additional Runs may be retied for other wind directions Cp Leeward Walls (Wind Dir Normal to 60 ft wall) Leeward Walls (Wind Dir Normal to 96 ft wall) Side Walls -0.38 -0.50 -0.70 Pressure (psf) +GCpi -GCpI -23.30 -6.62 -28.03 -11.35 -35.90 -19.22 Roof - Wind Normal to Ridge (Theta > =10) - for Wind Normal to 60 ft face Windward - Min Cp -0.54 -29.60 -12.92 Windward - Max Cp -0.04 -9.76 6.92 Leeward Normal to Ridge -0.46 -26.45 -9.77 Overhang Top (Windward) -0.54 -21.26 -21.26 Overhang Top (Leeward) -0.46 -18.11 -18.11 Overhang Bottom (Applicable on Windward only) 0.80 31.50 31.50 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. Page No. 2 of 4 • • • •• ••• • • • • • • ••• • • • ••• • • • •• •• • ! • • • • • • • ••• • • • • • • • • • ••• • • • • ••• WINDO2v -2•i• • • • ••• Detailed Wind Load Design (M4h0d,2) fir',AQE•'1:02 •.• Roof - Wind Parallel to Ridge (Ali Theta)' fdr•Wind 1'krrrrfal to 96'ft fade Dist from Windward Edge: 0 ft to 24 ft - Max Cp -0.18 -15.43 1.25 Dist from Windward Edge: 0 ft to 6 ft - Min Cp ,, , X0.99 • .7 -27.10 Dist from Windward Edge: 6 ft to 12 ft - Min Cp •, ' • �.�90; ' ; ;- f3.7#7, -27.10 Dist from Windward Edge: 12 ft to 24 ft - Min Cp •, :28.03 ; -11.35 Dist from Windward Edge: > 24 ft • ' '0.30 • • 20.1'5 -3.47 Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15/zg) "(2 /Alpha) Topographic factor (Fig 6-2) 0.00256 *(V)"2 *ImpFac *Kh *Kht *Kd Angle of Roof 0.85 = 1.00 46.32 14.0 Deg Transverse Direction Caner Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.48 0.18 -0.18 46.32 13.80 30.48 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.44 0.18 -0.18 46.32 -28.53 -11.86 4 -0.37 0.18 -0.18 46.32 -25.66 -8.99 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 - 0.18 46.32 -29.18 -12.51 1 E 0.72 0.18 -0.18 46.32 25.20 41.88 2E -1.07 0.18 -0.18 46.32 -57.90 -41.23 3E -0.63 0.18 -0.18 46.32 -37.34 -20.66 4E -0.56 0.18 -0.18 46.32 -34.09 -17.42 = qh * (GCpf - GCpi) Figure 6 -11 - External Pressure Coefficients, GCp Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 3/31 /2007 Page No. 3 of 4 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 41111 • • • • ••• WINDO2 V-21. • • 41•• Detailed Wind Load Design (Pleeh 42) *OP Loads on Components and Cladding tor•68ildin §s Wrtir <= 61/it ; a = 4.8 =_> • • U • 1• r- • • ▪ is • 1• • 2 a a 1 11 • •• 2 • ■ 41.11 : 1:•4 • •• • • • a a Gabled Roof 7 < Theta < =45 4.80 ft Double Click on any data entry line to receive a help Screen Component width (ft) span (ft) Area (ft^2) Zone GCp Nind Press (lb/ft ^2 Max Min Max Min TRUSSES 2 38 133.30 1 0.30 - 0.80 22.23 ` -45.40 TRUSSES 2 38 133.30 2 0.30 -1.20 22.23 -63.93 TRUSSES 2 38 133.30 3 0.30 -2.00 22.23 - 100.98 0.00 DOORS D -14,19 3 7 21.00 4 0.94 -1.04 52.02 -56.66 WINDOWS W -1 2.5 4 10.00 4 1.00 -1.10 54.66 -59.29 W -2 3 4 12.00 4 0.99 - 1.09 54.01 -58.65 W -3 3 4 12.00 4 0.99 - 1.09 54.01 -58.65 W-4 3 4 12.00 4 0.99 - 1.09 54.01 -58.65 W -5 3 4 12.00 4 0.99 -1.09 54.01 -58.65 W -6 2.5 3 7.50 4 1.00 -1.10 54.66 - 59.29 W -7 3 4 12.00 4 0.99 - 1.09 54.01 -58.65 W-8 5 4 14.00 4 0.97 -1.07 53.47 -58.10 W -9 5 4 20.00 4 0.95 -1.05 52.20 -56.83 W -10 3.33 4 13.32 4 0.98 -1.08 53.64 -58.27 W -11 5 4 20.00 4 0.95 -1.05 52.20 -56:83 W -12 2.5 4 10.00 4 1.00 - 1.10 54.66 -59.29 W -13 2.5 4 10.00 4 1.00 - 1.10 54.66 -59.29 W -14 3 8 24.00 4 0.93 -1.03 51.55 -56.18 D -1 5 7 35.00 4 0.90 -1.00 50.21 -54.84 0.00 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Niece Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 3/31/2007 Page No. 4 of 4 _12) • • •• •• ••• ••• •• •• ••• • • • • • • •• • • • • • • • • ••• • • • • • • • • • •• • • • • • • • ••• • • • • ••• WINDO2 v2 -21 • ••• . • • ••• Detailed Wind Load Design (�i Oleg 2) e2 ACE 1-02 •• Loads on Components and Cladditrfotpuildir srvvh4 <= 4 t a = 4.8 = => • or a • d • ti •3••h• r • 2I 1 2 - -T"-r- •••• • ••, • :r:•,•• a as Gabled Roof 7 < Theta <= 45 Double Click on any data ent • • • Component Width (ft) Span (ft) Area (ft °2) Zone GCp Nind Press (Ib/ft^2 Max Min Max Min TRUSSES 2 38 _ 133.30 1 0.30 -0.80 22.23 -45.40 , TRUSSES 2 38 133.30 2 0.30 -1.20 22.23 -63.93 TRUSSES 2 38 133.30 3 0.30 -2.00 22.23 - 100.98 0.00 DOORS D -14,19 3 7 21.00 5 0.94 -1.29 52.02 -67.92 WINDOWS W -1 2.5 4 10.00 5 1.00 -1.40 54.66 -73.19 W -2 3 4 12.00 5 0.99 - 1.37 54.01 -71.89 W -3 3 4 12.00 5 0.99 - 1.37 54.01 -71.89 W-4 3 4 12.00 5 0.99 - 1.37 54.01 -71.89 W -5 3 4 12.00 5 0.99 - 1.37 54.01 -71,89 W-6 2.5 3 7.50 5 1.00 - 1.40 54.66 - 73.19 W -7 3 4 12.00 5 0.99 -1.37 54.01 -71.89 W -8 5 4 14.00 5 0.97 -1.35 53.47 -70.80 W -9 5 4 20.00 5 0.95 -1.29 52.20 -68.26 W -10 3.33 4 13.32 5 0.98 -1.36 53.64 -71.15 W -11 5 4 20.00 5 0.95 -1.29 52.20 -68.26 1N -12 2.5 4 10.00 5 1.00 - 1.40 54.66 -73.19 W -13 2.5 4 10.00 5 1.00 - 1.40 54.66 -73.19 W -14 3 8 24.00 5 0.93 -1.27 51.55 -66.97 0-1 5 7 35.00 5 0.90 -1.21 50.21 -64.29 0.00 0.00 Enter Zone 1 through 5, or 1 H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 3/31/2007 Page No. 4 of 4 ( FORM 600A -2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: BELLINSON RESIDENCE 9205 N.E. 4TH AVE. MIAMI SHORES, FL 33138 - MR. & MRS BENLLINSON South Builder: Permitting Office: 07-i Permit Number: Jurisdiction Number: 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi- family 1 4. Number of Bedrooms 2 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2165 ft2 7. Glass typel and area: (Label regd. by 13- 104.4.5 if not default) Addition _ Single family _ a. U- factor: (or Single or Double DEFAULT) 7a(Sngle Default) 254.0 ft2 ._ b. SHGC: (or Clear or Tint DEFAULT) 7b. 8. Floor types a. Slab -On -Grade Edge Insulation R 0.0, 203.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.2, 1218.0 ft2 __.. b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =19.0, 2165.0 ft2 b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH(Sealed):Interior Sup. R= 6.0,170.0 ft b. N/A Description Area (Clear) 254.0 ft2 _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A 47.0 kBtu/hr ^ SEER: 14.00 P 34.O1cBtu/hr _ COP:1.00 _ c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 60.0 gallons _ EF: 0.88 PT, _ Glass /Floor Area: 0.12 Total as -built points: 22372 Total base points: 24544 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY" PA/AL Pt" ..tag /GO , DATE: Y- f5 — 4 -7 I hereby certify thaing, as des►• in compliance with the Florida E OWNER/AGEN • DATE: PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIA DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on p EnergyGauge® (Version: FLRCSB v4.5) o.. FORM 600A -2004R EnergyGauge® 4.5 FLORIDA ENERGY EFgtdI 111.C:`1FtODE FOR BUILDING CONSTRUCTION N Florida Department of Conynwgi,ty Affjirs• Residential Whole Building Ptfatit tianieiMethto1f i4••• uilder:. Project Name: Address: City, State: Owner: Climate Zone: • .. • BELLINSON RESIDENCE 9205 N.E. 4TH AVE. MIAMI SHORES, FL 33138 - MR. & MRS BENLLINSON South Permitting Office: 0 7 2007 .••Pr rip it•Idy,in:Isgr: •• --OA_ ••JCPifdttibnZydrr�ier: •• • • • • • • • •• • B Y: •• • • • • • ••• •• 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass type' and area: (Label reqd. by 13- 104.4.5 if not default) a. U- factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default) 254.0 ft2 b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 254.0 ft2 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 =19.0, 2165.0 ft2 b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH(Sealed):Interior Sup. R=6.0, 170.0 ft b. N/A Addition - 12. Cooling systems Single family a. Central Unit 1 2 _ b. N/A No 2165 ft2 c. N/A R=0.0, 203.0(p) ft R =4.2, 1218.0 ft2 - 13. Heating syste a. Electric Strip b. N/A c. N/A 14. Hot water syste Cap: 47.0 kBtu/hr - SEER: 14.00 Cap: 34.0 kBtu/hr COP: 1.00 a. Electric Resistance b. N/A _ c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, _ HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 60.0 gallons - EF: 0.88 PT, Glass /Floor Area: 0.12 Total as -built points: 22372 Total base points: 24544 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that is buildi with the Florida Energy Code. OWNER/AGEN Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFF DATE: 7/ 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass outp on pages 2& EnergyGauge® (Version: FLRCSB v4.5) FORM 600A -2004R • • ••• • • • ••• EnergyGauge® 4.5 SUMMER CALCUIATIONV Residential Whole Building Performance Method A - Details • ••• •• • • • • ••• •••• • •• • IADDRESS: 9205 N.E. 4TH AVE., MIAMI SHORES, FL, 33138:,: • • • • • • #: • • • • BASE GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area .18 2165.0 30.53 11898.0 litiltitt�■ . •• • • • • • ••• •• Overhang Type /SC Ornt Len Hgt Area X SPM X SOF = Points 1.Single, Clear 2.Single, Clear 3.Single, Clear 4.Single, Clear As -Built Total: WALL TYPES Area X BSPM = Points Type N 2.0 5.0 67.0 36.46 0.88 2138.0 E 2.0 5.0 92.0 78.71 0.81 5854.0 S 2.0 5.0 30.0 66.93 0.74 1486.0 W 2.0 5.0 65.0 70.53 0.81 3727.0 254.0 13205.0 R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insul, Exterior Exterior 1218.0 2.70 3288.6 Base Total: 1218.0 3288.6 As -Built Total: 4.2 1218.0 2.28 1218.0 2777.0 2777.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent Exterior 0.0 0.00 0.0 1.Exterior Wood 64.0 6.40 409.6 Base Total: 64.0 409.6 As - Built Total: CEILING TYPES Area X BSPM = Points Type Under Attic Base Total: 64.0 64.0 9.40 601.6 601.6 R -Value Area X SPM X SCM = Points 2165.0 2.80 6062.0 1. Under Attic 2165.0 6062.0 As -Built Total: FLOOR TYPES Area X BSPM = Points Type 19.0 2165.0 3.72 X 1.00 2165.0 8053.8 8053.8 R -Value Area X SPM = Points Slab Raised Base Total: 203.0(p) -20.0 - 4060.0 1. Slab -On -Grade Edge Insulation 0.0 0.00 0.0 4060.0 As -Built Total: INFILTRATION Area X BSPM = Points 2165.0 18.79 40680.3 0.0 203.0(p -20.00 203.0 - 4060.0 - 4060.0 EnergyGauge® DCA Form 600A -2004R EnergyGauge® /FIaRES'2004 FLRCSB v4.5 Area X SPM = Points 2165.0 18.79 40680.3 FORM 600A -2004R SUMMER CALCUC]dc'TIQliS'l , EnergyGauge® 4.5 Residential Whole Building Performance Method A- Details • ••• • • • ••• • • • • • • • • • • IADDRESS: 9205 N.E. 4TH AVE., MIAMI SHORES, FL, 33138- • • •' • PE J 111 #: BASE Summer Base Points: 58278.5 4:1:11%1 $ •• .. • ••••••. Summer As -Built Points: 61257.8 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 58278.5 0.3250 18940.5 (sys 1: Central Unit 47000btuh ,SEERJEFF(14.0) Ducts: Unc(S),Con(R),Int(AH),R6.0(INS) 61258 1.00 (1.07 x 1.165 x 0.85) 0.244 0.950 15065.0 61257.8 1.00 1.063 0.244 0.950 15064.9 EnergyGaugeTM DCA Form 600A -20048 EnergyGauge® /FIaRES'2004 FLRCSB v4.5 FORM 600A -2004R • • ... . • .... EnergyGauge® 4.5 WINTER CALCU MIb • ..••: Residential Whole Building Performance Method A. Details • ... •• • • • • . . . . . . . .. • IADDRESS: 9205 N.E. 4TH AVE., MIAMI SHORES, FL, 33138-:.: • • • • • • • PE alit #: • • • • BASE • . • • .• • •• GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area •• • • • • • ..• •• • Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Point .18 2165.0 3.60 1403.0 1.Single, Clear N 2.0 5.0 67.0 6.03 0.98 397.0 2.Single, Clear E 2.0 5.0 92.0 4.77 1.04 454.0 3.Single, Clear S 2.0 5.0 30.0 4.49 1.08 145.0 4.Single, Clear W 2.0 5.0 65.0 5.49 1.00 357.0 r As - Built Total: WALL TYPES Area X BWPM = Points Type Adjacent Exterior 254.0 1353.0 0.0 0.00 0.0 1. Concrete, Int Insul, Exterior 1218.0 0.60 730.8 Base Total: 1218.0 730.8 As -Built Total: DOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points 4.2 1218.0 1218.0 1.02 1242.4 1242.4 I Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood Exterior 64.0 1.80 115.2 6 Base Total: 64.0 115.2 1 As -Built Total: CEILING TYPES Area X BWPM = Points Type 64.0 2.80 179.2 64.0 179.2 R -Value Area X WPM X WCM = Points Under Attic Base Total: 2165.0 0.10 216.5 1. Under Attic 2165.0 216.5 As -Built Total: FLOOR TYPES Area X BWPM = Points Type Slab Raised Base Total: 203.0(p) -2.1 -426.3 1. Slab -On -Grade Edge Insulation 0.0 0.00 0.0 -426.3 As - Built Total: INFILTRATION Area X BWPM = Points 2165.0 -0.06 -129.9 19.0 2165.0 0.14 X 1.00 303.1 2165.0 303.1 R -Value Area X WPM = Points 0.0 203.0(p 203.0 -2.10 -426.3 -426.3 Area X WPM = Points EnergyGauge® DCA Form 600A -2004R EnergyGauge® /FIaRES'2004 FLRCSB v4.5 2165.0 -0.06 -129.9 FORM 600A -2004R EnergyGauge® 4.5 • • ••• • • • ••• • •• • • • •• •: • i WINTER CALCU I TION ' Residential Whole Building Performance 'Method A - Details • ••• •• • • • ••• • • • • •• • IADDRESS: 9205 N.E. 4TH AVE., MIAMI SHORES, FL, 33138 : • • BASE Winter Base Points: 1909.3 PERNIII' #: • • • • • • • •• • •• • • • • • ••• •• Winter As -Built Points: 2521.5 Total Winter X System = Heating Points Multiplier Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 1909.3 0.5540 1057.8 (sys 1: Electric Strip 34000 btuh ,EFF(1.0) Ducts :Unc(S),Con(R),Int(AH),R6.0 2521.5 1.000 (1.085 x 1.137 x 0.86)1.000 0.950 2554.6 2521.5 1.00 1.066 1.000 0.950 2554.6 EnergyGauge M DCA Form 600A -2004R EnergyGauge® /FIaRES'2004 FLRCSB v4.5 FORM 600A -2004R .•.. • • .••. EnergyGauge® 4.5 WATER HEATING & CODE COMPLEANQE STATUS ....... .... Residential Whole Building Performance Method A - Details • ••• • . • • • .... • •• • •. • • • ••• • • ADDRESS: 9205 N.E. 4TH AVE., MIAMI SHORES, FL, 33138; : • : �RIV • • PII ' #: IM MA. As BASE WATER HEATING Number of X Multiplier = Total Bedrooms •'• •.•1 BUILT '•• •. • . .•. .. Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 2 2273.00 BASE 4546.0 60.0 0.88 As -Built Total: 2 1.00 2376.32 1.00 4752.6 4752.6 CODE COMPLIANCE STATUS Cooling + Heating + Hot Water = Total Points Points Points Points AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points 18941 1058 EnergyGaugeTM DCA Form 600A -2004R 4546 24544 15065 2555 4753 22372 EnergyGauge ®(FIaRES'2004 FLRCSB v4.5 FORM 600A -2004R • • ••• • • • ••• EnergyGauge® 4.5 Code Complianceieat' •• Residential Whole Building Performance Method A - Details • ••• •• • • • • • • • • • • • •• • IADDRESS: 9205 N.E. 4TH AVE., MIAMI SHORES, FL, 33138 PEPI\DI1 #: • • • • • 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRA•C'i16E • • • • • I'. • • • ••• • • • • •• • Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; 16 oimisg4t. a oorr areal • Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seat Betwwert wiRdo4404•8rfrerties, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or e CHECK • • ... • • • ... ENERGY PERFO ANA (EPL) DISPLAY CARD : • ... .... .. . •••• ••..... • ESTIMATED ENERGY PERFORMANCE SCORE.* = 884.'5 The higher the score, the more efficient the home. •• • • • •• ••• •• • • . MR. & MRS BENLLINSON, 9205 N.E. 4TH AVE.'MIA1V11'SH'ORE9, I��!33438- 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? Addition _ 12. Cooling systems Single family - a. Central Unit Cap: 47.0 kBtu/hr - 1 SEER: 14.00 - 2 b. N/A No 6. Conditioned floor area (ft2) 2165 ft2 _ c. N/A 7. Glass type' and area: (Label reqd. by 13- 104.4.5 if not default) - a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a(Sngle Default) 254.0 ft2 a. Electric Strip Cap: 34.0 kBtu/hr - b. SHGC: COP: 1.00 (or Clear or Tint DEFAULT) 7b. (Clear) 254.0 ft2 _ b. N/A 8. Floor types - a. Slab -On -Grade Edge Insulation R =0.0, 203.0(p) ft c. N/A b. NIA c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 60.0 gallons - a. Concrete, Int Insul, Exterior R=4.2, 1218.0 ft2 _ b. N/A b. N/A c. N/A d. N/A _ c. Conservation credits e. N/A - (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R =19.0, 2165.0 ft2 _ 15. HVAC credits b. N/A (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH(Sealed):Interior Sup. R�.0, 170.0 ft - MZ- C- Multizone cooling, b. N/A MZ- H- Multizone heating) 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 exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTt"designation), your home may quali& for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 2 &4. 1lnergyGauge® (Version: FLRCSI3 v4.5) EF: 0.88 PT, - • • .... • • • • • • • • • • • • • • • • • • ... • • • • • .... • • • • • • • • • • • . • • • • ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * C A R R I E R - HEATPUMP AJ D; I t; D '1 IONtNG': * • * RE S I DENT IAL LOA;D;.V S :1 f:M ';A * ************************ * * * * * * * * ** * * * * * **•* ***** * * * *** * ** PREPARED EXCLUSIVELY FOR: BELLINSON RESIDENCE 9205 NE 4TH AVE. MIAMI SHORES FLORIDA 33138 . EeST.IMA.TE..BRF.BARED BY : • : M �� I RbDRIGUEZ +�® .I(J .ASSOCIATES JOB NAME: BELLINSON ADDITION CASE NAME: ADDITION REV. DATE PREPARED: 03 -19 -2007 50807842.2 ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DESIGN CONDITIONS OUTDOOR SUMMER WINTER DRY BULB 91 40 WET BULB 79.6 REL. HUMD. 60 DAILY RANGE 12 DAILY SWING INDOOR SUMMER WINTER 75 72 64.1 55 3 LATITUDE = 26 ELEVATION = 12 ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SPECIFICATIONS WINDOW CONSTRUCTION TYPE: HORIZONTAL SLIDE WEATHERSTRIPPING: YES INTERIOR SHADING: NONE TYPE: HORIZONTAL SLIDE WEATHERSTRIPPING: YES INTERIOR SHADING: NONE TYPE: HORIZONTAL SLIDE WEATHERSTRIPPING: YES INTERIOR SHADING: NONE TYPE: WOOD WINDOW TYPE: 1 GLAZING: SINGLE PANE LEAKAGE: AVERAGE WINDOW TYPE: 2 GLAZING: SINGLE PANE LEAKAGE: AVERAGE WINDOW TYPE: 3 GLAZING: SINGLE PANE LEAKAGE: AVERAGE DOOR CONSTRUCTION STORM WINDOW: NO GLASS COATING: CLEAR OVERHANGS: 2D X 12H STORM WINDOW: NO GLASS COATING: CLEAR OVERHANGS: 2D X 18H STORM WINDOW: NO GLASS COATING: CLEAR OVERHANGS: 6.5D X 18H DOOR TYPE: 1 STORM DOOR: YES LEAKAGE: AVE WSTRIP: YES ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** BELLINSON RESIDENCE JOB NO. 4 ENTIRE HOUSE • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • BELLINSON ADDITION •• • • • ADa7IT4ON. „REV . • • • • •• • • • • **************** * * * * * * * * * * * * * * * * * * * * * * * * *o **A.* WALL CONSTRUCTION INSULATION R- FACTOR: R -4 WALL CONSTRUCTION TYPE: 2 • • • • • • • • • • •• • * **,4*****q **** ** * ***** •• • • • • • ••• •• FLOOR CONSTRUCTION FLOOR TYPE: 1 LOCATION: SLAB PERIMETER: 152 FT AREA: 2165 SQ FT EDGE INSULATION: NONE WALL U- FACTOR: 0.136 WALL CONSTRUCTION: BRICK CEILING /ROOF CONSTRUCTION CEILING /ROOF TYPE: 1 LOCATION: BELOW VENTED OR UNCONDITIONED SPACE INSULATION R- FACTOR: R -19 AREA: 2165 SQ FT IS ROOF DARK: YES DUCTWORK DUCT LOCATION: ATTIC OR OPEN CRAWL SPACE W /TWO INCH INSULATION LIGHTS / APPLIANCES SUMMER INFILTRATION 1000 WATTS MECHANICAL VENTILATION 0 CFM 0.50 AIR CHANGES /HR NUMBER OF PEOPLE 8 ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • • ••• • • • • •• • • • • •• • • • • • ••• •• BELLINSON RESIDENCE BELLINSON ADDITION JOB NO. 4 ENTIRE HOUSE ADDITION REV. ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WINDOW AND DOOR SUMMARIES GLASS AREA COOLING HEATING 1 2 3 TOTAL TOTAL LOADS BTU /HR BTU /HR NORTH 56 11 0 67 NORTH 2049 2594 NE /NW 0 0 0 0 NE /NW 0 0 EAST 70 22 0 92 EAST 7985 3562 SE /SW 0 0 0 0 SE /SW 0 0 SOUTH 10 20 0 30 SOUTH 917 1162 WEST 45 0 20 65 WEST 4760 2517 HRZNT 0 0 0 0 HRZNT 0 0 TOTAL 181 53 20 254 TOTAL 15711 9835 DOOR AREA 1 2 3 TOTAL TOTAL DOOR LOADS NORTH 10 0 0 10 NORTH 78 106 NE /NW 0 0 0 0 NE /NW 0 0 EAST 18 0 0 18 EAST 140 190 SE /SW 0 0 0 0 SE /SW 0 0 SOUTH 18 0 0 18 SOUTH 140 190 WEST 18 0 0 18 WEST 140 190 TOTAL 64 0 0 64 TOTAL 498 676 WALL SUMMARIES PERIMETER HEIGHT DEPTH NET AREA SHADED ALL DAY NORTH 55 8 0 363 NO NE /NW 0 8 0 0 NO EAST 64 8 0 402 NO SE /SW 0 8 0 0 NO SOUTH 29 8 0 184 NO WEST 44 8 0 269 NO TOTAL NET WALL AREA TOTAL WALL COOLING LOAD TOTAL WALL HEATING LOAD TOTAL BASEMENT HEATING LOAD 1218 SQ FT 2979 BTU /HR 5849 BTU /HR 0 BTU /HR COOLING HEATING COOLING HEATING FLOOR LOADS < -- TYPE 1 - -> TOTAL 0 BTUH 3,317 BTUH • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 BTUH • •.. • • • ••• 3,317 BTUH s . .. • • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • CEILING /ROOF LOADS •• • • • •• ••• •• • < -- TYPE 1 - -> TOTAL ••• OOOO•• 4,920 BTUH 4,920 BTUH •• • • • • • ••• ••• 3,578 BTUH 3,578 BTUH ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** BELLINSON RESIDENCE JOB NO. 4 ENTIRE HOUSE BELLINSON ADDITION ADDITION REV. ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** PEOPLE SEN. LOAD INFIL /VENT SEN. LOAD DUCT HEAT GAIN TOTAL SEN. LOAD * * * ** GRAND TOTAL FLOOR AREA COOLING CFM COOLING CFM /SQ FT COOLING LOAD BTUH 1980 1769 2529 31612 COOLING LOAD 2170 1597 0.74 LIGHTS & APPLIANCE LOAD COOL CFM -STD AIR HEAT PUMP COOLING CFM TOTAL LATENT LOAD 46,153 BTU /hr or 3.85 SQ FT /TON HEAT PUMP COOLING CFM HEAT PUMP COOL CFM /SQ FT BTUH 3754 1597 1916 12012 tons * * ** 564.21 1916 0.88 ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HEATING LOAD INFIL. LOAD 6008 * * * ** GRAND TOTAL HEATING LOAD FLOOR AREA 2170 HEATING CFM 442 HEAT CFM /SQ FT 0.21 DUCT HEAT LOSS 2341 31,603 BTU /hr or SQ FT /TON HEAT PUMP HEATING CFM HEAT PUMP HEAT CFM /SQ FT 2.63 tons * * ** 823.97 1183 0.550 * ** LOADS INCLUDE 10% SAFETY FACTOR * ** ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DEVELOPMENT ORDER File Number: PZ06 -1130 - 02 Property Address: 9205 NE 4th Ave. Applicant: Jennifer & Andrew Bellinson (Owner) Address: 9205 NE 4th Ave. Miami Shores FL 33138 Whereas, the applicant Jennifer & Andrew Bellinson (Owner) has filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600: Site plan approval — Addition and Second Story. Whereas, a public hearing was held on November 30, 2006 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 septic system approval for the new bathroom and bedrooms prior to the issuance of a building permit. 2) Applicant to obtain a building permit before commencing work. 3) Applicant to meet all applicable code provisions at the time of permitting. 4) Color -Thru tiles to be utilized. Page 1 of 2 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 30th day of November, 2006 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Yes Chairman Fernandez Yes Date Chairman, Planning and Zoning Board Page 2 of 2 11s DEVELOPMENT ORDER File Number: PZ -5 -07- 200727 Property Address: 9205 NE 4th Avenue Applicant: Jennifer Bellinson (Owner) Address: 9205 NE 4th Avenue Miami Shores FL Agent: Catherine Salow Address: PO Box 530671 Miami Shores FL 33153 Whereas, the applicant Jennifer Bellinson (Owner) has filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Special Approvals, Sec. 600: Sec. 523. Site plan approval, Addition. Whereas, a public hearing was held on June 28, 2007 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 obtain all required building permits before beginning work. 2) Applicant to obtain a building permit for the circular driveway. 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 Page 1 of 2 $ 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 28th day of June, 2007 by the Planning and Zoning Board as follows: Mr. Abramitis Absent Mr. Ulmer Absent Mr. Reese Yes Mr. Sastre Yes Chairman Fernandez Yes Date Chairman, Planning and Zoning Board Page 2 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. l / l 1 ST b2-1l O TAX FOLIO NO. 11'3206'O 9"02n 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 description of property and street/address: q 66I✓ 2 Pfb 10 -37 (44-S Is NV- SO LO-4 (o1/.0 r joo x 121 Of 14464 -2 %73 Of 2c Go c 2I%'4 -.2q t 12 ,2003 1 2. Description of improvement: AMI 10A 0-1- Z (i1QDie( be troom I t Q+h(covn/ -I -CN..i i i `' (QOM 61-0d, Cr d b-torcA9 . I te„nod.a l P014-ion o to 4uto( reap drnot. 3. Owner(s) name and address: AAdreUJ 3eritI4U tel 11nao q 20 S n1 e 4 kve,. 1 41cvv u 6ko r ), FL 513c( 11111 11111111111 IlilllllIl11il1111111lI CFN 2007R07336-09 OR Ek 25804 Ps 1583; (1Ps) RECORDED 07/25/2007 09 :0346 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUMT'f e FLORIDA LAST PAGE JUL 2 6 2007 f BY: i` iW‘ Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 316q 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 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 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) Og 1 VI l ®q ignature of Owner Print Owner's Name M f ti bell‘ or (-∎ Sworn to and subscribed before me this Z 'fday of Notary Public Print Notary's Name OUk•61 My commission expires: 123.01 -52 PAGE4 8/02 NOTARY 200 PUBLIC -STATE OF FLORIDA ancy Iglesias i en # DD5 535 y% MAY 1 / t 10 tic Bon Bonded • Prepared by 140(1 Address: HNC) fJ) 6 Grt, A 9- -tcam.i , FL. 3316 STATE OF FLORIDA. COUNTY OF CADE 1 HEREBY CERTIFY that this is a tame vrpy of the original filed in this office on da y.¢pt ,AD20 Official Seat, K. ofCaoc):t and County Courts D.C. WITNESS my hand an HA' Vi' C By J�_J► • • ••• •• •• • • • • • • • • • • • ••• • • • • • ••• • • • • Miami Shores Villag Building Depare> i 10050 N.E. 2"d Avenue, Miad$hores, Fl 31 8 Tel: 305- 795 -2204 * Fax: 305- 756 -8972 PY • •• • • • • ••• •• • • • • • NOTICE TO MMI SHORES 'VILLAGE B�tII�$�IrvDi+1'�R�IiQEi�fi OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER lilt FLORIDA EUILDING CODE 1 (We) have been retained by (flame of owner /agent) 3 Terrufer Oteelbriodor) to perform SpAial Insp ter services under this Florida Buildint Code at the project (address) j 2O1 hl «e « 0 , Miami Shores, as of (date). I am a registered Architect or Professional Engineer licensed in the State of Florida. PERMIT NUMBER: PC "o7 •121 Special Inspector for Reinforced Unit Masonry, FBC 2122.4 pecial Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 ❑ Special Inspector for Steel Connections, FBC 2218.2 ❑ Special Inspector for Soil Compaction, FBC 1820.3.1 ❑ Special Inspector for Precast Units & Attachments, FBC 1927.12.2 ❑ Special Inspector for Pilings, FBC 1822.1.20 ❑ Special Inspector for • • ••• •• •• • • NOTE: Please mark boxes that apply The following individuals(s) employed by this fine or me are authorized to perform inspections. 1. 3. 2. 4. NV JUL 0 BY: ------ ------- - - - - -- 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 Ito the mandatory Inspections performed by the Building De Further, upon completion of the work under each Building Permit, I will submit to the Miami Shores Building S before the anal inspection the completed inspection log form and a sealed statement indicating a r knowledge, ge time 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. igned and Sealed Date: 7.6 -07 Engineer /Architect Name 1' «t'I,OO (Print) Address 7,0 10Gt) /57; Phone No. 30c a%2 3— e7 3P Florida License No: 1,-PflawEIVEL, a, 35' 50' If SI 11 12 11 10 9 8 ALLEY 5 4 1) 3 50' 2 111 re, 55.121..\-1 30' IT2 N.C. 92frd STREET LOCATION MAP: SECTION 6 'MP. 53 S. RGE 42 E. SCALE: 1"=100. SKETCH OF SURVEY SCALE 1 INCH = 20 I- LEA A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB-273 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 CRDER No. 14041 DATE SEPTEMBER 11, FB: 523 PGS. 54-57 SCALE: AS SHOWN FILE: 2006/11X17/14041 DRWN BY: WT ORDER: 14367, UPDATED THIS 5th DAY OF JUNE, 2008 F.B. 523 PGS. 51-54 cvuri. 44344 tit MaaMiC0 NC = CONCRETE CENTERLINE CL. = CHAlir (FENCE) CLR. cLEARFEN ENC = ENCROACHMENT FD = FOUND IP • IRON PIPE = LAND SURVEYOR BUSINESS LB N&D = NAIL & DISK P/L = PROPERTY UNE • REGISTERED LAND SURVEYOR No. 2006 GRAPHIC SCALE: 0 10' 20' 40' 60' SCALE: 1 INCH = 20 FEET SURVEYORS NOTE: ELEVATIONS SHOWN REFER TO THE NATIONAL. GEODETIC VERTICAL DATUM, 1929. (N.G.V.D.) AL DESCRIPTION; LOTS 13 & 14. OF BLOCK 50, OF *MIAMI SHORES. SECTION NO. 2', ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, BEING SITUATED IN THE VILLAGE OF MIAMI SHORES. SURVEYOR'S- CERTIFICATION; WE HEREBY CERTIFY THAT THIS SKETCH .OF SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SUINVED AND PLATTED UNDER MY DIRECTION AND THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. THERE ARE NO ENCROACHMENTS UNLESS SHOWN HEREON. A.R. TOUSSAINT & ASSOCIATES, INC. ALBERT R. TOUSSAINT REGISTERED ENGINEER NO. 8939 REGISTERED IAND SURVEYOR NO. 907 STATE OF FLORIDA FLORIDA CERTIFICATE OF AUTHORIZATION LB-273 PRES. 14041/14367 15 16 17 18 19 20 21 n 22 n 2 3 50' in L'� 127.5' 1 N.C. 92frd STREET LOCATION MAP: SECTION 6 'MP. 53 S. RGE 42 E. SCALE: 1"=100. SKETCH OF SURVEY SCALE 1 INCH = 20 I- LEA A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB-273 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 CRDER No. 14041 DATE SEPTEMBER 11, FB: 523 PGS. 54-57 SCALE: AS SHOWN FILE: 2006/11X17/14041 DRWN BY: WT ORDER: 14367, UPDATED THIS 5th DAY OF JUNE, 2008 F.B. 523 PGS. 51-54 cvuri. 44344 tit MaaMiC0 NC = CONCRETE CENTERLINE CL. = CHAlir (FENCE) CLR. cLEARFEN ENC = ENCROACHMENT FD = FOUND IP • IRON PIPE = LAND SURVEYOR BUSINESS LB N&D = NAIL & DISK P/L = PROPERTY UNE • REGISTERED LAND SURVEYOR No. 2006 GRAPHIC SCALE: 0 10' 20' 40' 60' SCALE: 1 INCH = 20 FEET SURVEYORS NOTE: ELEVATIONS SHOWN REFER TO THE NATIONAL. GEODETIC VERTICAL DATUM, 1929. (N.G.V.D.) AL DESCRIPTION; LOTS 13 & 14. OF BLOCK 50, OF *MIAMI SHORES. SECTION NO. 2', ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, BEING SITUATED IN THE VILLAGE OF MIAMI SHORES. SURVEYOR'S- CERTIFICATION; WE HEREBY CERTIFY THAT THIS SKETCH .OF SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SUINVED AND PLATTED UNDER MY DIRECTION AND THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. THERE ARE NO ENCROACHMENTS UNLESS SHOWN HEREON. A.R. TOUSSAINT & ASSOCIATES, INC. ALBERT R. TOUSSAINT REGISTERED ENGINEER NO. 8939 REGISTERED IAND SURVEYOR NO. 907 STATE OF FLORIDA FLORIDA CERTIFICATE OF AUTHORIZATION LB-273 PRES. 14041/14367 11/30/2007 12:12 9549648853 JAMES KEATING SHIELD PEST CONTROL 27340 S. DIXIE HWY NARANfA, FL 33032 PHONE: (305) 247 -1771 FAX: (305) 247.8890 PERMANENT NOTICE OF TERMITE PROTECTION (As required by Florida Building Code (MC) 104.2.7 ) This structure has been treated for the prevention of subterranean termites by the above named company. An annual inspection and a renewal of the annual termite protection contract is necessary For continued protection. Call the phone number above' for inspection and contract renewal. 9 0,�y 5iy 47 ANT, MIAMI. FL. 3313 Address of treatment or lot/block of treatment PAGE 02/07 11/30/2007 12:12 9549648853 JAMES KEATING PAGE 03/07 SHIELD PEST CONTROL 27340 S. DIXIE HWY NARANJA, FL 33032 PHONE: (305) 247 -1771 FAX: (305) 247 -8890 Certificate of Compliance for. Termite Protection As required by Florida Building Code (FBC) 1.816.7) 1205 I'VE ell_AVE. MIAMI, FL, 33138 Address of treatment or lot/Blk#of treatment SOIL BARRIER Method of termite treatment - sail barrier, wood treatment, bait system., other (describe) The building has 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 Co mer Services. i Authorizixl Signature 11130/2007 12:12 9549648853 11129/07 Date JAMES KEATING SHIELD PEST CONTROT, 27340 S. DIXIE FIWY NARANIA, FL 33032 PHONE: (305) 247 -1771 FAX: (305) 247 -8890 Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 104.2.6) 9205 NE 4'i' AVE. 4I1AMI FL. 33138 Address of treatment or lot/block of treatment AFTERNOON Ti ma RAY Applicator "ROBUILD CYDER rIETHRIN 180 Product Used Chemical used (active ingredient) Number. of gallons applied 0.5 Percent Concentration 1800 0 Area treated (.square feet) linear feet HORIZONTAL Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2,6 - tf soil chemical barrier method for termite prevention is used, final exterior Treatment shall be completed prior to final building approval. The final soil barrier treatment was applied on: dare and initial • PAGE 04107 11/30/2007 12:12 9549648853 JAMES KEATING SHIELD PEST CONTROL 27340 S. [TIE HWY NARANJA, FL 33032 PHONE: (305) 247 -1771 FAX: (305) 247 -8840 Certificate of Compliance for Termite Protection As required by Florida Building Code (FRC) 1816.7) 4205 NE 4''�' AVE 1yIIAMISHORES. PL. 33138 Address of treatment or lot/Blk# of treatment SOIL BARRIER Method of term,te treatment - soil barrier, wood treatment, bait system. other (describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is itt accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. Authorized Signature PAGE 05/07 . 11/30/2007 12:12 9549648853 JAMES KEATING SHIELD PEST CONTROL 27340 S. DIXIE HWY NARANJA, FL 33032 PHONE: (305) 247 -1771 FAX: (305) 247 -8890 PERMANENT NOTICE OF TERMITE PROTECTION ( As required by Florida Building Code (FBC) 104.2.7 ) This structure has been treated for the prevention of subterranean termites by the above named company. An annual inspection and a renewal of the annual termite protection contract is necessary for continued protection. Call the phone number above for inspection and contract renewal. 9205 NE 4Th AVE. MIAIvM1 SHORES, 33138 Address of treatment or lot/block of treatment PAGE 06/07 11/3012007 12:12 9549648853 JAMES KEATING SHIELD PEST CONTROL 27340 8. DIXIE HWY NARANJA, FL 33032 PHONE: (305) 247 -1771 FAX: (305) 247 -8890 Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 9205 NE 4t AVE. MIAMI SHORES FL. 33138 Address of treatment or Ioliblock of treatment 10/19/07 AFTERNOON Date Time Applicator P?ROE UILD CYPERMFT T 180 Product Used Chemical used (active ingredient) Number of ailons g applied 00.5 1.8{ 0 0 Percent Concentration Area treated (square feet) linear feet HORIZONTAL Stage of treatment (Horizontal, Vertical. Adjoining Slab, retreat of disturbed area) As per 1,042.6 - If :;oil chemical barrier method for termite prevention is used, final exterior Treatment shall be completed prior to final building approval. The final soil barrier treatment was applied on elate and initial PAGE 07107 • DYNATECH PROCTOR COMPACTION TEST DA'Z'E: 11 -29 -07 CLIENT: ORONI CONSTRUCTION PROJECT: Proposed Residence @ ADDRESS: 9205 NE 4th Avenue, Miami Shores, FL. CONTRACTOR: Oroni Construction ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 MATERIAL DESCRIPTION: Brown sand with rock fragnents SAMPLED BY: RN TESTED BY: RN TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 101b. Hammer and an 18" drop AASHTO designation T- 180 -C. % MOISTURE DRY DENSITY 6.2 8.2 9.8 107.1 112.2 109.9 Optimum Moisture 8.4 Percent 100% Maximum Dry Density 112.4 lbs. /cu.ft. % Passing 3/4" Sieve 89 Percent As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 112 110 108 106 104 102 4 N 0 I S T U R E 8 10 12 14 Respectively submitted, Wiss•.,'. Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S I T Y YNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS 11 -29 -07 ORONI CONSTRUCTION Proposed Residence (car 9205 NE 4th Avenue, Miami Shores, FL. Oroni Construction Test No. 1 Location: West side of pad underslab Test No. 2 Location: East side of pad underslab Test No. 3 Location: Center of pad underslab Test No. 4 Location:. North side of pad underslab Test No. 5 Location: South side of pad underslab Description of Material: Brown sand vv./rock fragments PEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 110.8 111.4 110.7 111.3 110.5 MOISTURE CONTENT % 7.3 6.9 7.1 6.4 6.8 MAX. DENSITY IN THE FIELD % 98.5 99.1 98.4 99.0 98.3 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 112.4 112.4 112.4 112.4 112.4. OPTIMUM MOISTURE (%) P r P P P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: RN Respectfully submitted, Tested By: RN Checked By: RN U�- Wissam ani, P.E. DYNA'I'ECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. Required BUILDING PERMIT CARD - Containing final initials of all inspectors . / / SURVEYS (2) FINAL AS BUILT - Required. Items: Elevations of building showing all intended setbacks from property lines and other existing structures. Ingress + Egress required parking spaces, wheel stops, stripping, and all paving to exterior. 1.07/ CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM V✓ CERTIFICATE OF INSULATION (must be original) _V/ CERTIFICATE OF SOIL TREATMENT - (for termite - original) CHAPTER 2913.5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance' with the rules and laws as established by the Florida Department of Agriculture and Consumer services." Miami Shores Village Building Department CERTIFICATE OF OCCUPANCY CHECKLIST RECEIVE' JU 8 2008 HEALTH DEPT. APPROVAL LETTER - (on septic or private water) Note: If house has a septic tank, approval letter is required from the health dept. SOIL COMPACTION LETTER - (density reports required) BACKFLOW PREVENTOR CERTIFICATE - (Required on commercial projects only) * PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Emergency CO (without 24 hrs. processing) additional fee is $80.00. Temporary CO (up to 90 days maximum) $75.00. Residential CO fee is $150.00. Commercial CO is $200.00. Approved Date chc- 1/20/05 SHIELD PEST CONTROL 27340 S. DIXIE HWY NARANJA, FL 33032 PHONE: (305) 247 -1771 FAX: (305) 247 -88.0 ECEW E JUN. 1)8 2888 PERMANENT NOTICE OF TERMITE PROTECTION ( As required by Florida Building Code (F'BC) 104.2.7 ) This structure has been treated for the prevention of subterranean termites by the above named company. An annual inspection and a renewal of the annual termite protection contract is necessary for continued protection. Call the phone number above for inspection and contract renewal. 9205 NE 4TH AVE. MIAMI, FL. 33138 Address of treatment or lot/block of treatment SHIELD PEST CONTROL 27340 S. DIXIE HWY NARANJA, FL 33032 PHONE: (305) 247 -1771 FAX: (305) 247 -8890 Notice of Preventative Treatments for Termites (As required by Florida Building Code (1-BC) 104.2.6) 9205 NE 4TH AVE. MIAMI SHORES, FL. 33138 Address of treatment or lot/block of treatment 10/19/07 AFTERNOON RAY Date Time Applicator PROBUILD CYPERMETHRIN 44 Product Used Chemical used (active ingredient) Number of gallons applied 0_5 0 110 Percent Concentration Area treated (square feet) linear feet HORIZONTAL Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6 - If soil chemical barrier method for termite prevention is used, final exterior Treatment shall be completed prior to final building approval. The final soil barrier treatment was applied on: date and initial SHIELD PEST CONTROL 27340 S. DIXIE HWY NARANJA, FL 33032 PHONE: (305) 247 -1771 FAX: (305) 247 -8890 Notice of Preventative Treatments for Termites (As required by Florida Building Code (NBC) 104.2.6) 9205 NE 4Th AVE. MIAMI, FL. 33138 Address of treatment or lot/block of treatment 11/29/07 AFTERNOON RAY Date Time Applicator PROBU1LD CYPERMETHRIN 180 Product Used Chemical used (active ingredient) Number of gallons applied 0.5 1800 0 Percent Concentration Area treated (square feet) linear feet HORIZONTAL Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6 - If soil chemical barrier method for termite prevention is used, final exterior Treatment shall be completed prior to final building approval. The final soil barrier treatment was applied on: date and initial SHIELD PEST CONTROL 27340 S. DIXIE HWY NARANJA, FL 33032 PHONE: (305) 247 -1771 FAX: (305) 247 -8890 Certificate of Compliance for Termite Protection As required by Florida Building Code (FBC) 1816.7) 9205 NE 4Th AVE. MIAMI, FL. 33138 Address of treatment or lotBlk# of treatment SOIL BARRIER Method of termite treatment - soil barrier, wood treatment, bait system, other (describe) The building has 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. Authorized Signature SHIELD PEST CONTROL 27340 S. DIXIE HWY NARANJA, FL 33032 PHONE: (305) 247 -1771 FAX: (305) 247 -8890 Certificate of Compliance for Termite Protection As required by Florida Building Code (FBC) 1816.7) 9205 NE 4TH AVE. MIAMI SHORES, FL. 33138 Address of treatment or lot/B1k# of treatment SOIL BARRIER Method of termite treatment - soil barrier, wood treatment, bait system, other (describe) The building has 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. Authorized Signature INSULATION CERTIFICATE AIR & HEAT I NS UL A TI O N INC D.B.A./ ALLSTATE INSULATORS BUILDING PERMIT NUMBER RC507921 PROJECT NAME: ADDITION AT: ADDRESS: 9205 NE 4 AVE, MIAMI, FL. We the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the approved ENERGY CALCULATIONS, and PLANS, and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below (Only the applicable boxes are checked): 1. Exterior CBS walls insulation: R-4.1 (Min) Materials: FI FOIL HI PERM Thickness: inches) Density: lb/03 Manufacturer FI FOIL CO. 02. Exterior Frame/Metal stud walls: (Min) Materials: Thickness: inch(es) Density: Ib/ft3 Manufacturer. 03. Exterior solid concrete walls: (Min) Materials• Thickness: inch(es) Density: 1b/fy3 Manufacturer: []4. Interior walls seuaratina A/C from non-A/C spaces insulation: (Min) Materials: Thickness: inch(es) Density: lb/it3 Manufacturer: 05. MULTI-FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON ( PARTY) walls separating different tenants are insulated as follows: FRAME/METAL STUDS walls R-11 (Min), CBS or CONCRETE walls R -3 (Min), both sides (as required by ENERGY CODE) See ENERGY CODE, January 1993, section 602.1 ABC.1.1 on page 6-10, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculation, but shall be installed in the field. 06. Above deck type Roof Insulation: (Min) Materials: Thickness: 7. Ceiling insulation: Thickness: 6 1/4° inches) Density ib/ft3 Manufacturer: R-19 (Min) Materials: BATT FIBERGLASS inch(es) Density: ib/83 Manufacturer CERTAINTEED 08. Others: Installed by AIR & HEAT INSULATION INC D.B A /ALISTATE INSULATORS Insulation .'*!t! signature Insulation Company Name Insulation Contractor Certificate of Competency # 17735 G.C./ Builder. ORON! INC. Building Contractor Certificate of Competency # Certified on: 03/11/08 G.C./ Builder Signature Certified on: 1101 Tkosts Miami Shores Village imom-u-ktM NOV 2 1 2007, Building Department BY. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle). Permit No. Master Permit No. - 5_07- '.J Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 'L r ! >' i y� Phone # 06--% S 1°21/ 71 Owner's Address ..�} � J li 4i e , City 41 /Jowl 4% 01;) State T (s Tenant/Lessee Name Zip 351 Phone # Job Address (where the work is being done) C1■NC. L{ City Miami Shores Village County Miami -Dade Zip 69 C( FOLIO / PARCEL # 11- 310b ®01 -1 - 0 2 I. 0 Is Building Historically Designated YES NO I Contractor's Company Name OQoo 1 13 C-9 Phone # MS - . CAC - DM 1 Contractor's Address I ci0MO ',JCL) 6 C� City tsi `4-1,v7Av'°2N State -FL. Zip I3. Qualifier Name 0111 1CD a U,, Phone # WS ° EA S _ OM 12 State Certificate or Registration No. O I IS 16 S `{ Certificate of Competency No. ® WO1S1 ?5 3 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit Square / Linear Footage Of Work: Type of Work: [ddition ['Alteration [XNew Describe Work: 5Dp Drily wv. s -ryosist ❑ Repair/Replace ❑ Demolition 5-00 Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Structural Review. $ Total Fee Now Due $ 51 W Double Fee $ DEC 03 pm C� 7+3 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 Owner or Agent Contractor The foregoing instrument was acknowledged before me this q i -V. The foregoing instrument was acknowledged before me this �` � r. day of 1'�CQ , 2001, by °� r `✓ 1 d ViStf,rday of , 20 , by who is rsonally kno me or who has produced 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: APPLICATION APPROVED BY: (Revised 02/08/06) K. ALDANA ,MY COMMISSION # DD 475598 Sign: z EXPIRES: October 8, 2009 Print: h �.,,_ra rhr "r I MrYymrner8 as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC - STATE OF FLORIDA My Commission Expires: Arlenis Alicea Silvera *IM Bonded Tani At1;. Ban ;may Inc. Plans Examiner Engineer Zoning 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/29/2007 Inspector: Dacquisto, David Owner: BELLINSON, JENNIFER Job Address: 9205 4 Avenue NE Miami Shores Village, FL Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Block: Phone Number Parcel Number 1132060140230 Lot: Phone: (305)685 -0412 Building Department Comments ADDITION FAMILY ROOM EL MC BLDG OF MASTER BEDROOM, BATHROOM, STUDY AND STORAGE 1102411 Pas ° + i/»77 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, October 26, 2007 Page 1 of 2 22.40 N.E. 93-rd STREET /r�' » » n » n n n n 50' 55.12" N12 11 10 9 8 7 6 5 4 3 2 1 N N.E. 92-f -d STREET LOCATION MAP: SECTION 6 TWP. 53 S. RGE 42 E. SCALE: 1''=100' 41 20.3' 29.36' • •.•• 29.36' b 141.2' 13.1'1 r- SKETCH OF SURVEY SCALE: 1 INCH = 20 I-UJ A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB -273 620 N.E 126 ST. NORTH MIAMI, FLORIDA 33161 ORDER No. 14041 FB: 523 PGS. 54-57 FILE: 2006/11X17/14041 J'A mi Shores VtIIa• e I .f�i. ��•P� l �� '•l CONC CL IP LB N&/ D RtS = CONCRETE = CENTERLINE = CHAIN NK (FENCE) NCRO ENT = FOUND = IRON PIPE = LAND SURVEYOR BUSINESS = NAIL & DISK = PROPERTY UNE = REGISTERED LAND SURVEYOR No. GRAPHIC SCALE; 10' 20' 40' LEGAL DESCRIPTION: • • • • • LOTS 13 & 14, OF BLOCK 50, OF "MIAMI SFtaRESS SECTIMI. CIO: 2', ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT Bode 10 AT PAGE 37 OF THE PUBUC RECORDS OF MIAMI —DADE COUNTY, FLORIDA, BEING SITUATED IN THE VILLAGE OF MIAMI SHORES. SURVEYOR'S CERTIFICATION: •••• • • • •••• • WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BEUEF AS RECENTLY SURVEYED AND PLATTED UNDER MY DIRECTION AND THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. NOT VAUD WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. THERE ARE NO ENCROACHMENTS UNLESS SHOWN HEREON. A.R. TOUSSAINT & ASSOCIATES, SCALE: 1 INCH = 20 FEET ALBERT R. 'TOUSSAINT REGISTERED ENGINEER NO. 8939 REGISTERED LAND SURVEYOR NO. 907 STATE OF FLORIDA FLORIDA CER11F1CATE OF AUTHORIZATION LB -273 Sae J'A mi Shores VtIIa• e I .f�i. ��•P� l �� '•l CONC CL IP LB N&/ D RtS = CONCRETE = CENTERLINE = CHAIN NK (FENCE) NCRO ENT = FOUND = IRON PIPE = LAND SURVEYOR BUSINESS = NAIL & DISK = PROPERTY UNE = REGISTERED LAND SURVEYOR No. GRAPHIC SCALE; 10' 20' 40' LEGAL DESCRIPTION: • • • • • LOTS 13 & 14, OF BLOCK 50, OF "MIAMI SFtaRESS SECTIMI. CIO: 2', ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT Bode 10 AT PAGE 37 OF THE PUBUC RECORDS OF MIAMI —DADE COUNTY, FLORIDA, BEING SITUATED IN THE VILLAGE OF MIAMI SHORES. SURVEYOR'S CERTIFICATION: •••• • • • •••• • WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BEUEF AS RECENTLY SURVEYED AND PLATTED UNDER MY DIRECTION AND THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. NOT VAUD WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. THERE ARE NO ENCROACHMENTS UNLESS SHOWN HEREON. A.R. TOUSSAINT & ASSOCIATES, SCALE: 1 INCH = 20 FEET ALBERT R. 'TOUSSAINT REGISTERED ENGINEER NO. 8939 REGISTERED LAND SURVEYOR NO. 907 STATE OF FLORIDA FLORIDA CER11F1CATE OF AUTHORIZATION LB -273 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ;�:csx��✓w.e:::� Inspection Date: 12/20/2007 Inspector: Grande, Claudio Owner: BELLINSON, JENNIFER Job Address: 9205 4 Avenue NE Miami Shores Village, FL Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Addition Block: Phone Number Parcel Number 1132060140230 Lot: Phone: (305)685 -0412 Building Department Comments ADDITION OF MASTER BEDROOM, FAMILY ROOM STUDY AND STORAGE EL MC BLDG BATHROOM, DEC 212007 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP-48322. Truss no. H5A at bearing poin 17 is not resting in tie beam as required by the engineering. Provide a solution from the truss manufacturer engineer on a signed and sealed detail. Remainder of trusses are OK. 12/11/07 CG S..L ��2. _ S in riws 5 H ,S-' Al" ' #04 0 Z_______-- s Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, December 19, 2007 Page 2of2 Job 10 Royal -22 -07 Truss H5A Truss Type ROOF TRUSS 6.500 s Qty 1 Mar 8 PIy 2 2007 MiTek ORONI CONST. Job Reference (optional) Industries, Inc. Mon Dec 17 16:52:07 2007 Page 1 Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 1 5 -0 -12 1 8 -8 -0 1 13-7 -2 I 18-4 -8 23 -1 -14 28 -1 -0 31 -8-4 36 -9 -0 -9 -01 1 1 1 1 138 5 -0 -12 3 -7-4 4 -11 -2 4 -9 -6 4 -9-6 4 -11 -2 3-7-4 5 -0 -12 2 -0 -0 Scale = 1:65.8 3.00 F1 2 2 x 4 1 1 5x12 = 2x4 11 5x10 = 3x6 = 5x12 = 3x4 = 3 4 5 6 7 8 3x4 v 1 .'� I 9 10 �_` 1j%' ■■ • - ■• It.ci 4x5 = 20 19 18 17 16 15 14 13 12 4x5 = 2x4 11 4x5 = 4x8 = 3x6 11 5x12 = 4x5 = 2x4 11 5x12 = 4x8 = 1 5-0 -12 1 8-8 -0 1 13 -7 -2 1 18-4 -8 23 -1 -14 28-1 -0 31 -8-4 36 -9 -0 1 1 1 1 1 5 -0 -12 3-7-4 4 -11 -2 4 -9-6 4-9-6 4 -11 -2 3 -7-4 5 -0 -12 Plate Offsets (X,Y): [3:0- 6- 0,0 -2 -0], [8:0- 6- 0,0 -2 -0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in floc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.50 Vert(LL) 0.15 12 -13 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.25 12 -13 >875 240 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.02 10 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 409 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5 -0 -12 oc BOT CHORD 2 X 6 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 *Except" BOT CHORD Rigid ceiling directly applied or 6-0 -0 oc bracing. 4-17 2 X 6 SYP No.2ND, 7-15 2 X 6 SYP No.2ND REACTIONS (Ib /size) 1= 184/21 -8 -0, 20= 1410/21 -8 -0, 19= 1124/21 -8 -0, 17= 641/21 -8 -0, 16= 4694/21 -8 -0, 10=2181/0-8-0 Max Horz 1= -68(LC 2) Max Uplift/ - 105(LC 2), 20=- 783(LC 2), 19=- 596(LC 2), 17=- 434(LC 2), 16=- 2556(LC 2), 10=- 1502(LC 2) Max Grav1= 188(LC 3), 20= 1428(LC 3), 19= 1128(LC 3), 17= 705(LC 3), 16= 4696(LC 4), 10= 2181(LC 4) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 29/187, 2 -3 =- 181/520, 3-4 =- 590/1203, 4-5 =- 590/1203, 5 -6 =- 1567/996, 6-7 =- 1567/996, 7 -8 =- 1568/996, 8 -9 =- 3939/2216, 9- 10=- 5723/2992, 10 -11 =0/35 BOT CHORD 1- 20=- 139/144, 19- 20=- 139/144, 18- 19=- 476/389, 17- 18=- 476/389, 16 -17 =- 3119/1806, 15 -16 =- 3119/1806, 14 -15 =- 1993/3902, 13 -14 =- 1993/3902, 12- 13=- 2736/5427, 10- 12=- 2736/5427 WEBS 2 -20 =- 198/163, 2 -19 =- 365/252, 3 -19 =- 169/134, 3 -17 =- 801/490, 4 -17 =- 438/367, 5 -17 =- 1078/2129, 5 -16 =- 3615/2060, 5 -15 =- 2835/5191, 7 -15 =- 424/355, 8 -15 =- 2573/1367, 8 -13 =- 781/1610, 9 -13 =- 1734/844, 9 -12 =- 374/970 NOTES 1) 2 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0 -9 -0 oc. John A. liter, PE # 36205 Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9 -0 oc. 305 -s23 -7303 Webs connected as follows: 2 X 4 -1 row at 0 -9 -0 oc, 2 X 6 - 2 rows at 0-9 -0 oc. 2) All Toads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LO 'III _. CASE(S) section. section. PIy to ply connections have been provided to distribute only Toads noted as (F) or (B), unless otherwise indicated. 14337 Commerce Wa 3) Unbalanced roof live Toads have been considered for this design. Miami Lakes, FL 33016 4) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 5) Provide adequate drainage to prevent water ponding. Continued on page 2 'Job 10 -22 -07 Truss H5A Truss Type ROOF TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies Qty 1 Ply 2 ORONI CONST. Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Dec 17 16:52:07 2007 Page 2 NOTES 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 Ib uplift at joint 1, 783 Ib uplift at joint 20, 596 Ib uplift at joint 19, 434 Ib uplift at joint 17, 2556 Ib uplift at joint 16 and 1502 Ib uplift at joint 10. 8) Girder carries tie-in span(s): 8 -8 -0 from 5-0 -12 to 31 -8-4 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 813 Ib down and 481 Ib up at 5 -0 -12, and 813 Ib down and 481 Ib up at 31-8 -4 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 3 = -90, 3- 8 = -90, 8- 11 = -90, 1- 20 = -20, 12- 20=- 185(F= -165), 10- 12 = -20 Concentrated Loads (Ib) Vert: 20=- 813(F) 12=- 813(F) John A. liter, PE # 36205 305- 823 -7303 .� Ct92007 14337 Commerce Way Miami Lakes, FL 33016 NI 1_ M tED • • •• • • • • • • • • • • • ••• • • • • ••• • • • • • •• • • • • • • •• •• • • • • • • • • • • • -BUILDING CODE COMPL1Alk;iFIRC (CC ) • PRODUCT CONTROL DIStA»» .' • • • ••• • NOTICE OF ACCEPTANCE (NOA) ••• • • • • • • • • • • • • • • • • • ••• • • • • • RIIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WFST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Jell Wen • 3737 Lakeport Boulevard .• • • • •• •-•• •• Klamath Falls, OR 97601 • • • • • • • • • • • • ••. •. SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 14liami 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 AIR (m 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 AHT 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 net the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Jeld -Pen Steel, Steel Edge Door in an Adjustable Steel Frame (out- swing) APPROVAL DOCUMENT: Drawing No. S -2075, titled "3' x 7' Opaque, O. S. Steel Door in Adjust. Frame, sheets 1 through 5 of 5, prepared by PTC, LLC. dated 01/15/01 and last revised on 02/20/07, Signed on 03/13/07 by Eric S. Nielson, P. E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Nlimulle 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 and renews NOA 014122.09 and consists of this page 1, Evidence Page El, as well as approval document mentioned above. The submitted docunamtation was reviewed by Mohammed Igbal Shaikh, P. E. 3 /o3" NOA No. 07-0314.05 Expiration Date: April 25, 2012 Approval Date May 17, 2007 Page 1 Jeld -Wen • ••• • ••• . ..• NOT>!CE•OF ACCTyPT :. • EVIDENCE SUBMITTED • • • : (reA>:`!le ONLY l of part of NOA) A. DRAWINGS .... . .. ... .. 1. Manuf� c0e in• • ar�tj, sections. 2. Drawing ffo:S2(C1Sr tied ;3' x 7' Opaque, O. S. Steel Door in Adjust. Frain, sheets 1 through off5 pneared.by PSG LL'C. dated 01/15/01 and last revised on 02/20/07, signed on 03/13/07 by Eric S. Nielson, P. E., B. TEST'S 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test, SFBC PA 201 -94 5) Cyclic Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of single outswing opaque steel doors, prepared by Certified Testing Laboratories, Test Report No. CTLA641W, dated January 05, 2001, signed and scaled by Ramesh Patel, P.E. (This test report has been revisedby addendum letter dated August 23, 2001, issued by CTL and signed and sealed by Ramesh Patel, P.E.) C. CALCULATIONS 1. Anchor verification calculations, dated 02/19/07, 2001, prepared by PTC LLC, signed and sealed ON 03/05/07 by Eric S. Nielson, P. E., D. MATERIAL CERTIFICATIONS 1. None E. STATEMENTS 1. Letter of conformance to 2004 Florida Building Code an d no financial interest, dated 03/06/07 signed & sealed by Eric S. Nielson, P. E. 2. Letter of submittal dated 03/06/07 by Jeld Wen, signed by Mr. S. Saffel 3 Statement letter of compliance, as part of test report, issued by Certified Testing Laboratories, Report No. CTLA641W, signed and sealed by Ramesh Patel, P.E. 4 Addendum letter dated August 23, 2001, issued by CTL and signed and sealed by Ramesh Patel, P.E. F. OTHER 1. None E -1 Mohammed Igbal Shaikh, P. E. Sr. Sniffling Code Compliance Specialist NOA No. 07-0314.05 Expiration Date: April 25, 2012 Approval Date: May 17, 2007 JELDWEN® Steel Door AITAA/A/,�ll�BTAElESPlll STEPi, 8JPEL E�Cii 6T4 OPAOU60lllBWAIV 87PB mM E GENERAL NOTES 1. THIS PRODUCT 15 DESIGNED TO COMPLY WITH THE 2004 FLORIDA BUILDING CODE AND "HVHZ" REQUIREMENTS. 2. WOOD BUCKS SY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL SE AS LISTED MID SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 5. PRODUCT FITTED WITH BUMPiACE T14 P10 MEETS THE WATER INFILTRATION REQUIREMENTS FOR "HYHZ SEE TABLE 4 PAGE 1. 6. PRODUCT FITTED WITH Mat DAM THRE$HO.D DOES NOT MEET THE WATER INFILTRATION REQUIREMENTS FOR HVHZ ". SEE TABLE I, PAGE 1, & NOTE 1 11 R8?Ioeai L iAEMNI TEE DooR wa7EEL EDGE Siesunteimatusaind Feee sheets: 24 ga. (0.022' minimum thickness, Golvonlzed Steel A -525 commercial quality - AXDQ per ASiM 620, with minimum average yield strength Fy ■34,680 psi, per CM -641W i • Care design: Expanded polystyrene with 1.0 to • • ••• 25 lbs. /dU ft edhllty, by JQI..D- .VIEFT INC. • 226ILS11,01Tie steel face •sheets •are glued to the • • • •a r (ES). The top aid bottom rolls, • and the side es, are roll Wrn0 of60.040" min. thick steel. The famekin at the tspsoni.hbe are bent aver • onto the stir and rails to make a mechanical look At • • • Who bottani the face akin Is *W0800 ever the rail. A wood • • .tank beak 7ekWo rent Is u l..: • • • • d aide Jglil� a two p �d steel frame. Jambs . The • bpse galvanic d�jI The closure frame • • • formed Trim 1 . alvanfzed'sTell. The head Jamb • eltends pest Tye al de Jambe.• t• y4e• mbs have tabs that are Inserted Into Note In the hea and are bent • • • sorer. 90' H form a mechanfawi•Ndr s.1h the header. The • units use • bltna • face threshold. • • •• o • •••A -- •••• • • 7R@LE OF WIYEETM SHT DESCRIPTOR WHERE WRIER INFILTRATION REQUIREMENT IS NM NEEDED .3-0 WITH BUMP FACE THRESHOLD ©i :7T` r8Nntli 1,1E1 ;13=L ➢;�MAIIII■ NMI ZW;T•'-'AritiiiilgirlITN,LF,Iiiitl:. .air-T21 • +70(SSFN/OTE 1)PSF OI ►I:iF �.. •.iC11:1LS'Aira:7.[TGI 39.625" MAX 0/A UNIT WIDTH 36"" MAX. DOOR PANEL WIDTH AMNON 11. JELD -WEN STEEL EDGE DOOR IN THE KEWANEE ADJUSTA -FRAME VIEWED FROM THE EXTERIOR 39.625" MAX 0/4 UNIT WIDTH 36 "" MAX. DOOR PANEL WID THL g g • TABLE 1; DESIGN PRESSURE RATING ' UNIT TYPE WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE WRIER INFILTRATION REQUIREMENT IS NM NEEDED .3-0 WITH BUMP FACE THRESHOLD +70 PSF / -70 PSF - TWOLD • +70(SSFN/OTE 1)PSF QT 1. CAN BE USED WHERE OVERHEAD REQUIREMENTS MEET THE 204 PSC SECRON R 4410.2.3.2.1 JELD -WEN STEEL EDGE DOOR IN THE DUNBARTON REDIFLEX FRAME VIEWED FROM THE EXTERIOR PRODUCT RENE atth;:, w° nwtm n��.,.. Oz.. �3 � tSpbmt:aZa �:J7� fLOS Diftm MWW0aakhuluoCeatW 5 1 i rcl 0 p3 m 1 1 gIgh, •�•••• •• • • 0.414a0 • ‘41 •• • •• TIT. BOTH FRAMES • •• • • • • • ANCHORING LOCATIONS FOR BOTH FRAMES VIEWED FROM EXTERIOR d d0 d do III I I 1 _i h--- 8.00° 8.00° KEWANEE FRAME HINGE DUNSARTON FRAME HINGE REINFORCEMENT 7GA. H.R.S. REINFORCEMENT 7GA. C.R.S. INSTALLATION NOTES: 1. ANCHORING SCREWS IN THE HEADER AND SIDE JAMBS ARE IN THE FACE NAILING FLANGE OF THE FRAME. IF THE ANCHORING SPACING DOES NOT FALL ON ONE OF THE PRE - PUNCHED HOLES, DRILL A HOLE IN THE FACE NAILING FLANGE AT THE CORRECT DIMENSION. 2. THE CLOSURE FRAME FOR BOTH UNITS ARE ANCHORED WITH THE SAME SPACING AS THE BASE FRAME OF THE SAME UNIT. ANCHOR THE CLOSURE FRAMES WITH REM #14. SEE SHEETS 2 AND 3. PRODUE7 MEWED .,n • 0 -03/ ea' 1 e 1 1 • ° t1;241 1.88 "_L1.20 "4-1 KEWANEE ADJUSTA -FRAME EASE FRAME PROFILE 180A STEEL 000 L'7/2{ " 0.18" 0.67" gsa 0.58" I 17 FRAME WEATHERSRR1P rr 1.82" I„ VARIES W /4 WALL SIZE I(EW4NEE ADJUSTA -FRAME CLOSURE FRAME PROFILE 180A STEEL w THRESHOLD WEATHERSRTIP SCHLEGEL Q-LON QDST875 SCHLEGEL Q -LON QDS850 • •••r• ••14869 • •• grA • •2 • ••• •••• • • •••• • 2.11, • •• •• • • • • • •••• • • •••• • • 0.83" :A8° • •• BASE VIE PROFILE • • • • a•• •••• • • •••• • • [.253" rift 2.128 "_ • ••• •••• • •••• • • • 8LJN9ART0N REDIFLEX FRAME 18GA • CLOSURE FRAME PROFILE 18GA 10 TOP RAIL & STILES PROFILE 0.040" ROLL FORMED STEEL 0.28 "-1 r --T 1.22' 1--- 1.73 " ---I DOOR BOTTOM RAIL PROFILE 0.040° ROLL FORMED STEEL --j [0.38. 1.48 0.33" 0.80" " I f� DUNBARTON RE0IFLEX FRAME DUMBARTON RE01FLI X FRAME SNAP -ON STEEL TRIM PROFILE SNAP -0N ALUM TRIM PROFILE 2204. HOT- DIPPED GALV 0.045 WALL ALUM EXTRUSION -0.55" 1.56" h._ VARIES w/ WALL SIZE •• • • • • - .748" 4.883" CUTSWING BUMPFACE THRESHOLD (0.050" EXTRUDED ALUM.) (ENDURA) 0.38" r- DUNBARTON REDIFLEX FRAME SNAP -ON 058 VINYL TRIM PROFILE 0.125 MIN WALL RIGID PVC 38 t 1.047" • h-2" 3.25" 5.25" CUTSWING H1GH DAM THRESHOLD (0.051" EXTRUDED ALUM.) (IMPERIAL) 1.75" 0.27" r-1.51r1 r 0.22" r-LI.4ST KEWANEE ADJUSTA -FRAME ,SNAP -0N TRIM PROFILE 180A STEEL ITEM DESCRIPU0N MATERIAL 1 DOOR, STEEL FACE SHEET 2404. (0.022" MIN.) STEEL 2 ADJUSTA -FRAME HEAD JAMB 1804. STEEL BY KEWANWAN 3 ADJUSTA -FRAME HINGE JAMB 18CA. STEEL BY K 4 ADJUSTA -FRAME LATCH JAMB 180A. STEEL BY KEWAN 5 8 7 8 9 10 11 12 13 14 15 16 17 18 19 STEEL STEEL STEEL 4° x 4" BUTT HINGE 120A STEEL (.097" M ) (BY H4GER) X . 1" PFH WOOD SCREW (HINGE TO. DOOR) #10 x 1 1/2" PFH WOOD SCREW 3/18" ELCO TAPCON OR EQUW. W/ A 1.1 4" MIN EMBED. HIGH DAM THRESHOLD (.051" EXTRUDED M,) (IMPER COMPRESSION WEATHERSTRIP (SCHLEGEL Q -LON QD5 880) TOP RAIL (1.73" x 1.22" x 0.040" THIC.) BOTTOM RAII. (1.73" x 1.22" x 0.040" THK.) SIDE STILE (1.73" x 1.22" x 0.040" THK.) # 8 PFH WOOD SCREW W` A 1.50" MIN. EMBED. WOOD LOCI( BLOCK (1.67 x 3.0" x 11.757 STEEL STEEL STEEL STEEL ALUM. FOAM STEEL STEEL STEEL STEEL 1.18" x 1.18" x 82° F BOARD EXPANDED POLYSTYRENE (1.0 to 1.25 1b. DOWN) BY JELD -WEN WOOD MOF FOAM 20 DEUBERATLY LEFT BLANK 2x WOOD BUCK SHIM MATERAL (.25" MAX. THK. CONSTRUCTED OF MOH DENSTY PLASTIC OR GREATER) WOOD PLASTIC 21 22 23 24 25 28 KWIKSET TITAN 700 SERIES KNOB KWIKSET TITAN 700 SERIES DEADBOLT FRAME HINGE REINFORCEMENT PLATE ( KEWANEE FRAME) COMPRESSION WEATHERSTRIP (SCHLEGEL Q -LON 0D5T 875) 14 /A REDIFLEX FRAME HEAD JAMB 1800. 24 (8Y DUMBARTON) FOAM FOAM 27 28 29 REDIFLEX FRAME HINGE JAMB 18GA STEEL BY DUNBNiiON) REDIFLEX FRAME IAT JAMB 180A STEE1. BY DUN BUMPFACE THRESHOLD (.050° EXTRUDED ALUM.) Mom) THRESHOLD WOOD INSERT FILLER 30 31 FRAME HINGE STEEL STEEL th a to to STEEL ALUM. REINFORCEMENT PLATE (DUMBARTON 32 DEUBERATLY LEFT BLANK FRAME) STEEL 33 REDREW FRAME HEADER CLOSURE 1800. STEED. (BY DUMBARTON) STEEI. .34 REDIFLEX FRAME JAMB CLOSURE 18CA STEEL (8Y 35 ADJUSTA -FRAME HEADER CLOSURE 1841 STEEL (BY 38 ADJUSTA- FRAME JAMB CLOSURE 1804. STEEL (BY KEWANEE) STEEL STEEI. 37 ADJUSTA -FRAME SNAP -ON TRIM 18G4. STEEL (BY KEWANEE) STEEL' REDIFLEX STEEL TRIM 220A HOT - DIPPED GALV. (DUMBARTON) STEEL 38 REDIFLEX ALUM. TRIM .045" THK. TYP. (DUMBARTON) ALUM. REDIFLEX VINYL TRIM .125" MIN. WALL (DUNEIARTON) RIGID PVC l of PRODUCT 112NCINED oomPfAto ^fib ttio Irtiniga Otiftr t'rasn Et 0.75" MIN. EDGE DST. 1.50" MIN. EMB. TYP. 11111 q SEE NOTE 1 0.25" MAX SHIM 0.75" MIN. EDGE DIST. SEE OTE 1 0.25" MAX. SHIM 1.75" MIN. PANEL THK. 1.50" MIN. EMB. rwA 11.: Lamm • • • • [Ri .°: • 1; a.ti H1.•, Ng, LATCH JAMB TO. NOTES: • • • 1. SNAP —ON TRIM PACKAGES ARE AN OPTION • • • AND CAN BE ORDERED FOR ONE SIDE, • • BOTH SIDES, OR NOT ORDERED AT ALL • • • ••• • ••• • • ••• 1.75" MIN. iIAJEI• TMK. BUCK SEE NOTE 1 0.25" MAX. SHIM 0.75" MIN. EDGE DIST. _ 1.75" MIN. PANEL THK. •••• • • 1.50° MIN. EMB. TIP. 1 5 t: • • ragt glw 7 z !Nog mww Ecagi ., • N 0 In u, • ••• 0.45" 1.25" MIN. EMB. 1211261OR 1.25" MIN. EMB. 2.50" MIN. EDGE DIST. 1.75° MIN. 13:11 ,: :h-'!- 1 ,l[l. ENDU BUMPFACE THRESHOLD 2.50° MIN. 1.75° EDGE DIST. MIN. CROSS SECTION WITH IMPERIAL HIGH DAM THRESHOLD BUCK ram&7Cr 0102000131 file irkfida minsation t ti k -0 31 of ( Z rle Prodnat Control Division 1.50" MIN. EMB. SEE NOTE 1 38 0.75" MIN. EDGE DIST. SEE OTE 1 0.75" MIN. EDGE DIST. r-0.25" MAX. SHIM tith o m if/WriA 1.50" MIN. EMS. TYP. G HORIZONTAL CROSS SECTION( 3 LATCH JAMB TO BUCK 1.75" MIN. PANEL THK. EE NOTE 1 0.75" MIN. EDGE DIST. 0.25" MAX. SHIM 9 O • ••4•• • • • •• • ••w•• • •• • • • • • • • • • •• •• • NOTES: 1. SNAP -ON TRIM PACKAGES ARE AN OPTION AND CAN BE ORDERED FOR ONE SIDE, BOTH SIDES, OR NOT ORDERED AT ALL 1 i5" MIN. ESC THK. •••• • • •• •• • • • 1.75" MIN. PANEL MOW— mar • iD ® © L2.50" MIN. EDGE DIST. 1.75" MIN. 1JC41( ,: .at 91." r .JU. NEW ENDURA BUMPFACE THRESHOLD 2.50" MIN. 1.75" EDGE DIST. MIN. F VERTICAL CROSS SECTION WITH 3 IMPERIAL HIGH DAM THRESHOLD 1.50." MIN. EMB. 1YP. HINGE JAMB TO BUCK PRODUCT RENEWED - " `^.f.a444 Ofrisfon (eFia .l U&QC (' "✓'••n• R',t.�,26tl4 3 1 6 n E N In N 7 O g 2 Ly 6i fia A;21i1 1 • • ••• • • ••,•. • • • • •• •• ••• • • • • • • • • • • ••• • • • ••y • • • • • - • BUILDING CODE COMPLIANtIL OFFICF (B'qc ). • • • PRODUCT CONTROL DIVISION; ; • • • • • ••• • NOTICE OF ACCEPTANCE (NOA) • ••• • • • • • • • • • •' • • • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 High Velocity Hurricane Zone of the Florida Budding Code. DESCRIPTION: Series HR-S10 Mid -Rise Aluminum Horizontal Roller Window — Large Missile Impact APPROVAL DOCUMENT: Drawing No. 4121 -1, dated 04/22/02, with revision C dated 10/23/02, titled "Mid - Rise, Alum. Horizontal Roller", Sheets 1 through 5, 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: "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 this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. . •• • • • •. •.• • ••• : : : : :• • •• • • • . . • • • • • . • • ••• •• • • ••• NOA No 02-0719.07 Expiration Date: January 2, 2008 Approval Date: January 2, 2003 Page 1 PGT Industries NOTtt Off' ACadirtANt : EVIDENCE SUBMITTED : ONL'Y:Not part of NOA) DRAWINGS •. . • • •. 1. ManufacetureisEdie drdwingsantf sections. 2. Drawing` No 3112?, h�efs 1 tliptugh 5 of 5, titled "Mid-Rise, Alum. Horizontal Roller", dated 04/22/02 with revision C dated 10/23 /02, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. • • ••• • • •• • • • . • • •• •• • ••. • • • • • • • • • ••• • • • • • • ••• • • • • • • ••• B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Mr Pressure Test, Loading per SFBC PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked-up drawings and installation diagram of a series HR-810 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3259, dated February 22, 2002, signed and sealed by Luis Antonio Figueredo, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by manufacturer, dated 04/24/02, 7/12/02 and7/30/02, , revised on 11126 /02signe d and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.L DuPont DeNemours for "Sentry Glass Plus" dated 01/17/02, expiring on 01/14/07. E. STATEMENTS 1. Statement letter of dated May 21, 2002, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated May 21, 2002, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL -3259, issued by Fenestration Testing Laboratory, Inc., dated March 26, 2002, signed and sealed by Luis Figueredo, P.E. F. OTHER 1. None. E -1 a4441.01;;) M' uel P : .y, ' .E. Product Control . ner NOA No 02- 0719.07 Expiration Date: January 2, 2008 Approval Date: January 2, 2003 33 1/2" MAX. FIXED LITE - DAYUGHT OPENING 5 3/4" 12" MAX MAX. TYP. - TYP. I 74° MAX WWI 33 1/2" MAX. OPER. LRE DAYLIGHT OPENING 58 /4" MAX. FIXED LITE DAYUGHT OPENING i F• I�GTiT' • ••• • • • *00 400 •• •• • •• •• •• 0 • • • ••• • •• • • • •••• • • • • ••• • • • • • • •• • • • ••• •• •• • • X -- — 57" OPER. DA OP _•• • •••• i••ti'_- . ice. I•••i -• I 1 • • • ••i�iiiX 1 I 1 8" MAX • • a" MAX 1-- '"- 4" MAX OUTSIDE • MEETING•RAIL CENTERUNE'kam. mat 4) • •••••• •,,••. :STit•SHEET 2 FOR SECTION DETAILS • '.•6." ® SEE SHEET 4 FOR FRAME CORNER AND 0 DESIGN PRESSURE - TABLE 1, IDESIGN PRESSURE RATING 1 NEG. P08. -110 90 MAX. LITE YUGHT ENIHG 12° MAX. 5 1/2" J MAX. TYP. NOTES: LARGE MISSILE IMPACT WINDOW 1. GLAZING: 7/18" LAMINATED GLASS, PARTS UST REM 43, COMPRISED OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF SENTRY GLASS PLUS. 2. CONFIGURATIONS: OX, XO 3. DESIGN PRESSURE RATING: SEE TABLE 1. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHEET 5. HEAD & SILL; MAX. 5 3/4" FROM CORNERS. MAX. 4° & 8" 0N_EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 12° SPACING. J AYS: MAX. 5 1/2° FROM CORNERS. MAX. 12° SPACING. 5. SHUlltlt REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL 4 CORNERS OF THE FRAME. 7. REFERENCE TEST REPORT: FTL -3259 3/16" HEAT STRENGTHENED GLASS .090 SENTRY GLASS PLUS INTERLAYER 3/16° HEAT STRENGTHENED GLASS SIUCON: ITEM 41 ®DOW 899 OR DOW 983 OR DOW 995 .498° NOM. GLASS BITE TYP. GLAZING DETAIL, Rand By: Doti Ro tstenx z6,z. Robert 1,. Clark, P.E. PE #39712 Structural iZl1 11 11:7I=: F.K. Rand By: F.K. Dram 8$ F.K. rr //330/02 /22/02 ELEVATION & GLAZING DETAIL (LG MISSILE) REMOVE SM MISS appeared Date' i ■15/.!,, NOM. •rit,WY libadVids 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1525 NOKOMIS, FL 34274 MID -RISE, ALUM. HORIZONTAL ROLLER serlisAkei : HR-810 NTS 1 of 5 1Y— •a. 4121 -1 E CrE1IOR • • 2.710 a WIGHT • • •liPgNING • •• • IRAX. FIXED • LITE* EWLIGHT MAX. OPER. LITE DAYUGHT OPENING • • • • • • • • • • • • •••• • •• • • • •• •• • • • • •• • • • ••• • APPROXIMATELY 25% OF SASH HEIGHT TIP. (SEE NOTE 2) •••• • • •••• RTICAL SECTION MAX. FIXED UTE DAYLIGHT OPENING MAX. OPER. UTE DAYUGHT OPENING INTERIOR SEE NOTE 2. HORIZONTAL SECTION EXILEIQS NOTE: 1. REFERENCE TEST REPORT: FTL -3259 2. WINDOWS 42° HIGH OR LESS REQUIRE (1) ONLY, REM 25, SWEEP LATCH CENTERED VERTICALLY. Rend fly: Data Rwielarr Rend B1. F.K. Data 0/23/02 Rabbna 1:=8HC LATCH DIM /d6 Robeit'L Gunk. PL PE #38712 Structural Raved H' 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 5/02 —EXP TRLOCK E.K. 7/30/02 REMOVE SM MISSILE WM/ FF.K 42/02 VERTICAL & HORIZONTAL SECTIONS MI• D -RISE, ALUM. HORIZONTAL ROLLER 5•ta4Modek 5eWa 'st•.r tAeekp No. Rev KR -810 I NTS 2 m 5 4121-1 C ITEM DWG# DESCRIPTION VENDOR PGT# 1 4102 Flange Frame Head 8063 -T5 812237 2 _ - 4025 Sash Stop (Std.) 8083 45 612244 3 #8x3/4 PH. PAN HEAD TEK 7834PW,B 4 4103 Flange Frame Sill 6083 -75 612238 5 4381 3.500" SlII Add On 6083 -T5 64361 6 4104 Frame Sill Adapter 8063.75 612239 7 4125 W(ndloadAdapter 8083 -T8 64125 6 #6 x .375 Ph. Pn. TEK S. St S. STL 9 1094 Weep Housing NYLON 8/8 70250 10 1095 Weep Flap NYLON 618 70251 11 4002 Flange Frame Jamb 8063 -75 812225 12 1155=1 #8 x 1.000 Quad Pn. SMS S. S6. S. STL 781 PDX 13 4005 Fixed Meeting Rail 6063HS -T54 612228 14 1080 Wstp.,.187 x .230, fin seal 81080G 19 4105 Sash Top and Bottom Rall 6063 -T5 612240 20 1235 Wstp.,.170 x.270 back, fin seal 67S160 22 1092 Roller Housing & Guide NYLON 6/6 70312 23 228 Brass Roller Wheels BRASS 7BRWHL2 24 4054 Sash Meeting Rail 6083HS -T54 84054 25 1098 Sweep Latch DIE -CAST 71096 28 1018 #8 x .825 Ph. Fl. SMS STL. 7858BB 27 4007 Sash Side Rai 6083 -75 612230 28 4119 Wstp. Bulb w /closed cell foam Uitrafab 64120 30 985 Glazing Bef d7416 Land w/Grii Kit 6063 -T5 8985 31 :g glazing Bead 7 /184.ami • • • 6083 -75 84222 32 . 1224 1Znyl Bulb WWaJgpgrtrip "Thick* • • VINYL TP -247 34 • g 1 4 1 @ 4 $ g r e e n Fr • • 3105 H14 61011 36 41013 Screen Comer'ey • • • Polypropylene 49103 37 41x73 • Screen Spring. S. STL 78835 38.1I' Screen Pull lab • • • • Elastometric PVC 70409 39 •1108• Screen Spine • • • • - • 4/0 Elastametric PVC 88535 40 • • • :)creen • • • Clog 81818 41 • Silicon AdkesIva- Qiw 899, WI SOU Dow 983 42 tatting Stools (3/341&5/84x1) • ••• 71622 43• Hasa 7/16 La nlnated #3/16 Heal Strengthened, .09Q Nblty_Qlass Pins, 3/16 Heat Strengthened) • • It • • ••• Sella • • •4100 • •• • • • • • NOTE: 1. REFERENCE TEST REPORT: FTL -3259 .723" .052° WWINDLOAD ADAPTER MArL: 6063 -T8/� DWG #4125 IS. 1.451" + -.062" NOM. FRAME HEAD MAIL: 6063 -T5 DWG #4102 [10" 0 SASH STOP MAT'L• 8083 -T5 DWG #4025 1.363" .062" NOM. 2.784° 11 _FRAME JAMB MAT'L: 6063 -75 DWG #4002 2.594" .062" NOM. 2.710" 0 FRAME SILL MArL: 6063 -75 DWG #4103A -- 1.187 "-1 2.074" .062° NOM. © FRAME SILL ADAPT. MAT'L 6083 -75 DWG #4104 .7/4 Robert L Clerk, P.E. PE 02712 Sfinmewd • Z111.11:1 WWI 10 J •2FiKEG. IIWA 00 F.K. 22/02 Approval 1e;wkbth s%�.r /�• Jfr I PARTS LIST & EXTRUSION PROFILES NUN ' > TECHNOLOGY °� MID -RISE, ALUM. HORIZONTAL ROLLER Swrvi edeh Sada Shit Drawing N. R.r. HR -810 NTS 3 al 5 4121 -1 C P.O. Box 1529 NOKOMIS. R. 34274 .190 " -■ .062" NOM 3.159° TRIM TO FIT 3.500° O 3.50" SILL ADD ON MArL: 6063 —T5 DWG #4841 • • • ••• 000000 i•• • ••� ••••• •• • 000000 ••••• • • 00000 • • •..••. • • • • • • • • 000000 13 FIXED MEET. RAIL MAT1: 6063HS —T54 DWG 14005 .062" 0C) SASH TOP & BOTT. RAII, MArL 6063 —T5 DWG #4105 NOM. Q SASH SIDE RAIL MArL: 6063 -15 DWG #4007 2.326° .050° NOM. 2.279" .062° 1 NOM. 1.707" i 24 SASH MEET. RAIL MArL 6063HS —T54 DWG #4006C • •(4) gA. JAMB • • •••• • • •• • • • • ••• •••• • • •••• • • •••• ••••i. • .•••.. • •• • • • • • (2) EA. HEAD & SILL FRAME CORNER & MEETING RAIL CONSTRUCTION (4) EA. TOP & BOTTOM RAIL SASH CORNER CONSTRUCTION ® 7/16 LAMI BEAD MAT'L• 6063 —T5 DWG #4222AA NOTE; 1. REFERENCE TEST REPORT: FTL -3259 Robert L. 8lofl. P.E. PE #39712 Structural 7/16 LAMI BEAD W /GRILL KIT MArL: 6083 -15 DWG #985® T` - NO CHG NS SHT Revisions: 1`11:10.. F.K. 42/02 EXTRUSION PROFILES - CONTINUED 1070 TECHNOLOGY ORME NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 MID -RISE, ALUM. HORIZONTAL ROLLER Se aAtedek Seale: Shook moving N. Rev: HR -810 NTS 4 or 5 4121 -1 C APPROVED WOOD BUCK 1/4" TAPCON W/ $12 HD (SEE NOTE ) 1 1/4 MIN. 1/4° MAX.J SHIM TYPICAL HEAD SECTION SUBSTRATE ANCHORING •• • • • • ••••o• • ••• • •• • • •••• •e• • • •••••4 /4" T LL 12 HD • • (SSE NOTE 1) • • • • • • • s e• •••••• •• • • .•,1 • 00000 • • ••••• • • 000000 • • 000000 • • • TYPICAL HEAD SECTION WOOD ANCHORING #12 WOOD SCREW 1/4° TAPCON W/ #12 HD (SEE NOTE 1) APPROVED WOOD BUCK 1/4" MAX._ NOTES; SHIM 1/2° MIN. EMBEDMENT TYPICAL SILL SECTION SUBSTRATE ANCHORING APPROVED 2x WOOD BUCK TYPICAL SILL SECTION WOOD ANCHORING Robert 4 t7ork. P.E. PE .#38712 Structural 1 1/4" MIN. 1/4" MAX. SHIM—.{ I A TYPICAL JAMB SECTION SUBSTRATE ANCHORING #12 WOOD SCREW APPROVED 2x WOOD BUCK 1 1/2" MIN. EMBEDMENT TYPICAL JAMB SECTION .WOOD ANCHO ING 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR 17W TAPCONS. 2. REFERENCE TEST REPORT: F L -3259 A approved ooe•p6ialc911M kxk6 Babe F rr,T/tF -.%ri •., NOM •%L'ii /%7! +• 107NOK'TECHNOLOGY 27° MID -RISE, ALUM. HORIZONTAL ROLLER P.O. BOX 1829 NOKOMIS. FL 34274 F.K. 4 22/02 earlpB.x ANCHORAGE S.rks/y Scaly: S+..b Owen N0. Raw. HR -810 NTS 5 5 4121 -1 C M IA M MADE • • • • • • • • • • • ••• • • .• • ... • • • • • • • • • • • • • • • • • • • r • • • • • • • • .. • • • • .. • .... BUILDING CODE COMPLIMICT o . PRODUCT CONTROL Divisipr : • • • • • • ••• • NOTICE OF ACCEPTANCE (NOA) • • • • .. • • • • • • • • • • MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SH-800 Mid- -Rise Aluminum Single Hung Window — Large Missile Impact APPROVAL DOCUMENT: Drawing No. 4065 -1, dated 04/24/02, with revision C dated 11/5/02, titled "Mid - Rise, Alum. Single Hung Window", Sheets 1 through 5, prepared by manufacturer, signed and sealed by Robert L. Clary 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 "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 this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02 -0719.05 Expiration Date: December 13 , 2007 Approval Date: December 13 , 2002 Page 1 • • ••• • • • ••• • • • • • • • • • •• •• • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • .•. • • • • ••• PGT Industries ... 4tRANfil: .NOT . Q1 _ • EVIDENCE SUBMITTED .' : (Fcgt.Filb ONLVNIot part of NOA) A. DRAWINGS • • • • • •. . • • .. 1. Manufacht4edt cli0 itatgin,gvandNections 2. Drawingd o 401 1, Sheiets 4•th o'ugh 5 of 5, titled "Mid-Rise, Alum. Single Hung Window", dated 04/24/02 with revision C dated 11/5/02, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked-up drawings and installation diagram of a series SH 800 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3258, dated February 26, 2002, signed and sealed by Luis Antonio Figueredo, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by manufacturer, dated 05/20/02, revisal. on 11/15/02, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. DuPont DeNemours for "Sentry Glass Plus" dated 01/17/02, expiring on 01/14/07. E. STATEMENTS 1. Statement letter of conform, dated May 21, 2002, signal and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated May 21, 2002, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL -3258, issued by Fenestration Testing Laboratory, Inc., dated March 13, 2002, signed and sealed by Luis Figueredo, P.E. F. OTHER 1. None. E -1 Are Manu Perez, P . . Product Control NOA No 02 -0719. Expiration Date: December 13 , 2007 Approval Date: December 13 , 2002 ITEM DWG# MAT': PGT# DESCRIPTION 1 4002 6063 —T5 612225 Flange Frame Head 2 1155 -1 S. STL 781PQX #8 x 1" S.S. Quad Pn. SMS 3 4050A 6063 —T5 84050 Flange Frame Sill 4 1062 FIN SEAL 610620 Wstp., .187 x .270 fin seal 5 1155 -1 S. STL 781PQX #8 x 1" S.S. Quad Pn. SMS 6 4004 6063 —T5 612227 Flange Frame Jamb 9 4029 Caldwell Spiral Balance, 5/8" 10 4029 STL 7BALTBKT Balance Bottom Bracket Clip 11 1080 VINYL 6BALCVR916 12 1167 S. STL 78X34PPAX Bal. Cover, Rigid Vinyl, 5/8" 18 x .750 Ph. Pn. SMS S.S. 13 4029 -1 14 S STL Caldwell Ultra —Lift Balance, .670" #8 x 1.25 PH. Pn. SMS 15 4025 6063 —T5 612244 Sash Stop 16 4053 6063 —T5 Sash Stop Cover 17 4029 -1 STL Sash Bracket 18 ZINC PL #B x 1 PH. PN. SMS 19 1207 PVC 6WCUP Windload Adapter 20 S. STL 78X38PPTX #8 x .375 Ph. Pn. TEK S.S. 21 4054A 6063HS —T54 64054 Fixed Meeting Rail 22 1060 FIN SEAL 61060W Wetp.,.187 x .230, fin seal 23 1155 -1 S. STL 781PQX #8 x 1° S.S. Quad Pn. SMS 24 4006C 6063HS -154 64006 Sash Top Rail 25 1235 P14 SEAL 67S160 Wstp.,.170 x .270 back, fin seal 26 1096 DIE —CAST 71096 Sweep Latch 27 1175 ZINC.Pl. 7858BB #8 x 5/8" PH FH SMS 28 4051A 6063•T5• 64051 40.122C VNTL ' •b'fP249 30• 44]008n 32• i 1 T53-•1 • • 33 •1085 34.:•1066. CELLO 42505 35 1288 NYLON'S IS 42501 37••6s 7/13 Laminated 3/TBHS,. 38 •OlasIng61icone — I * 899, #983 3 4222. 6063'— . 04222 40e •986• 6063 —T5 6985 6063 -1i• FIN *AL S.STL• CELCQN • • • 612231 a'S16G 781PQX 70344 Sash Bottom Rail 1PNstp.,•8uyt Vinyl SSsh Sid9� Rail Wstp.,.1 /U x .2 /U back, tin seal ,'#8 m 1" L.5. Quad Pn. SMS ' !s}I efdb•Guide, 9/18' 41' 988• 6063 —T5• 42 • • SPA* 6063•Tb 43 '.1224 44 • 1622 SBep Tep.Guide, 11/18" raoh face Guide 090 tlitssf 1190 SGP 6988 6987 °r•#996• %pyrlp.(36ad 7/16 Laml Glazing ead 7/16 Lami w /Grill Kit •GTaZnn'lead 3/8 Lami •Ginsingead 3/8 Lami W /Grill Kit VIN!L • EPDM 4b' •'101'4• 3105 ' 46 1013 47 1073 POL S. STL •T� -247 •Vnyi iigb Weatherstrip "Thick" 716221( •Glass Setting Block 3/32 x 25/64 x 1 S>Ireen F%me ••x1011 • • 41903 48 78835M 81816 Screen Corner Key Screen Spring Screen Cloth 49 1278 50 1008 51 2740 52 1088 53 40834 54 947 Bi5ioK119C PfC 8,8101 BRIO PVC 6063 —T6 8063 -75 6061 -T6 70409K 685351( 62740 7SPRNG 64063 41722 55 78X38PPT Screen Pull Screen Spline Bottom Lock "optional" Bottom Lock Spring Meeting Rail Reinforcement Grommet #10 x 3 /4 °PH PH TEK Screw 56 610620 Wstp., .187 x .270 fin seal 1.096 --► ,525 �-- .678 39 7/16 LAMI BEAD MAT'L• 6063 —T5 DWG# 4222 .Ole •7� —� k• --.310 45 SCREEN FRAME MAT'L 105 —H14 DWG# 1014 1.500 53 MEETING RAIL REINFORCEMENT MAT': 6061 —T6 DWG# 4063A .750 857.{ t .907 .062 e BOTTOM LOCK MAT':: 6063 45 DWG# 2740 I,+ -1.115 676 7/16 LAMI BEAD W /GRILL KIT MAIL 6063 5 —T5 DWG# 98 (4) EA. SO .878 L 3/8 LAMI BEAD 063 —T5 DWG 988 CO (4 TOP ' I . IIII.I .050 I+ - 1.096 —►- .678 3/8 LAMI BEAD W /GRILL KIT MAT': 63 -75 DWG# 987 NOTE: NARROW JOINT SEALANT IS USED ON AU. 4 CORNERS OF THE FRAME, MEETING RAIL & RESPECTIVE ASSEMBLY SCREWS. (2) EA. SIDE (4) BOTTOM SASH CONSTRUCTION FRAME CONSTRUCTION ig-k/ Robert L. Clark, P.E. PE #39712 Structural F.K. Revad Sy: R F.K. : F.K. Drown 9y: F.K. oesorpeen: 11/5/02 Doter 10/29/02 6/12/02 44/02 C— DELETE ITEM 36 Revisions 8 —NO CHO THIS SH7 Revisions: A ADD CONSTRUCT. DET. PARTS LIST, EXTRUSION, CONSTRUCTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 MID -RISE, ALUM. SINGLE HUNG WINDOW Salim /Made: Scab: Sheet Drawing No. SH —BOO NTS 4 at 5 4065 -1 C • • • • • 1/4" TAPCON VI/ #12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING • • • • • • • • • 3/4" TAPC04•1 WYOE HD • (ter 1) •••• • • • • • • • • CO • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1/4" MAX. • • • • • • SHIM TYPICAL SILL SECTION SUBSTRATE ANCHORING • 1/4" MIN. TYPICAL HEAD SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK #12 WOOD SCREW 1/4" MAX. f SHIM "1,t," • • TYPICAL SILL SECTION WOOD ANCHORING 1/4" MAX. SHIM 1 1/2° MIN. #12 WOOD SCREW APPROVED 2x WOOD BUCK TYPICAL JAMB SECTION WOOD ANCHORING NOTES: 1 1/2" 1. USE ONLY MIAMI—DADE COUNTY APPROVED aco OR fTW TAPCONS. MIN. •••*-1 / 4° MAX. SHIM 1 1/4" MIN. _iL 1/4" TAPCON Vi/ # 2 HD (SEE NOTE 1) APPROVED WOOD BUCK • . • TYPICAL JAMB SECTION SUBSTRATE ANCHORING Robert L Clark, P.E. PE #39712 Structural F.K. 11/5/02 C—NO CHG THIS SHT. p=a1 Idth the Rend 0 Data: Revisions: F.K. 10 29/02 8—NO CHG THIS SHT mu° = /.1• • Roved BY: Reel:ikons: F.K. 8/12/02 A—AD RENEWAL BLOCK Pit M4/02 Deariptten: ANCHORAGE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 MID—RISE, ALUM. SINGLE HUNG WINDOW Sees/Mode Scots: Moab Drawing No. SH-800 NTS 5 5 4065-1 • • • • • • • • • .082 1.383 2.784 1 0 FLANGE FRAME HEAD MAT'L: 6063 -T5 DWG# 4002 1.451 —►{ .490 .� .082 • • ••• • • • • •SA ST-1.S TOP• • 1 WG# 4025 • • • ••• •• • • • • • • •• • • • • • ••• 1.513 . •• • • ••• • • • • T'' •� • •• •• • • • • •••• • •:' • .040 16 SASH STOP COVER MATT 6063 -T5 DWG# 4053 .082 1.342 2.155 21 FXD. MEETING RAIL MAT'L: 6063HS -T54 DWG# 4054A 2.710 1.749 © FLANGE FRAME JAMB MAT'L: 8063 -T5 DWG# 4004 44--1.349 —4H .062 5 30 SASH SIDE RAIL MAT'L: 6063 -T5 DWG# 4008 2.279 1.707 +- -.062 24 SASH TOP RAIL MATT: 6063HS -T54 DWG# 4006C 2.784 FLANGE FRAME SILL MAT'L: 6063 -T5 DWG# 4050A 2.326 2.638 28 SASH BOT. RAIL MAT'L: 6063 -T5 DWG# 4051A F.K. F.K. /AP/ 40/' Robert L Clark. P.E. PE #39712 Structural Rend Rend By- F.K. Draww B F.K. r 44/02 Description: EXTRUSION PROFILES 11/5/02 C- CORRECT TIEM 15 Sabo 1 r 29/02 • 8 12/02 Revisions: B -NO CHG THIS SHT Revisions: A-ADD RENEWAL BLOCK staved se eamplytapekk the Ararat - 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1528 NOKOMIS, FL 34274 rte: MJD -RISE, ALUM. SINGLE HUNG WINDOW Sense /Modek SH -800 NTS Sheet: 3 a 5 Drawing No. 4065 -1 Ron c 2.784° INTERIOR SEE NOTES 1 & 2 19 1111) 4 00 AAPPROXIMATELY 25% OF SASH WIDTH TYP. (SEE NOTES 1 & 2) MAX. FIXED LITE DAYUGHT OPENING 2.710° MAX. HEIGHT EXTERIOR • • • •••• • •••• • • •••• MAX. VENT DAYLIGHT OPENING MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH INTERIOR •••• • ••■ • • MAX. VENT ••i11YUGHT •• • OPENING • • • • • • •• • •••• • • • • •••• •• • • • • ••• • •••• •••• SEE NOTE 4 • • • • SEE NOTES 1 & 3 3.448° VERTICAL SECTION HORIZONTAL SECTION EXTERIOR 1. ITEM 26, SWEEP LATCH OR ITEM 61, BOTTOM LOCK MAY BE USED. A WINDOWS 38° WIDE OR LESS REQUIRE (1) ITEM 28, SWEEP LATCH CENTERED. 3. ITEM 51, OPTIONAL BOTTOM LOCK, WHEN USED REQUIRES (2) 6° FROM EACH END. 4. TWO 5/8° WEEP NOTCHES REQUIRED (ONE AT EACH END OF SILL, SCREEN RETAINER LEG). F.K. 11/5/02 C— REMOVE ITEM 36 Aia-Af" Robert PE #39712, P.E. Structural Rene R F.K. F.K. Drown Sy F.K. Dote 10/29/02 Rer7nioeee 8 —CHG NOTE 2 8/12/02 A —ADD. RENEWAL BLOCK 44/02 Approved as eempbieg wjm r!g Date NO •r'05•} //1411.: Description: SECTIONS 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1826 NOKOMIS, FL 34274 MID -RISE, ALUM. SINGLE HUNG WINDOW Smtm/MOeek SH -800 Soule: 3leest Ommkeg No. Rsr. NTS 2 a 5 4065 -1 C • 11/5/02 C— CORRECT NOTE Oats Revisions: 10/29/02 NO CHG THIS SHT Revisions: V12/02 A—ANCHOR SPACING CHG nm Bp. F.K. M4/02 5 3/4' MAX. TYP. 10 1/2" MAX. TYP. I _ MAX. FIXED LITE DAYUGHT OPENING 49 5/8" ANCHOR LOCATIONS ANCHORAGE DIMENSIONS TYPICAL (BEE NAMBS 6 3/4" MAXI QA 1' 6 3/4° 6 3/4" IIt t6 3/4" MAX. 0 MAX. FIXED —LITE DAYLIGHT OPENING 34 1/4" •� • • • • • • MEERNO RAIL CENTERLINE •• • • •••• • • 13" MAX. • • • •••• • z • ••••6 • YP. •• • • ► • • .T • • • •• • • • • • • • • • • x t MAX. VENT DAYUGHT OPENING 34 1/4" • •••• ••d •• • • • • • • ••• • • • •••• • MAX. VENT DAYLIGHT • •• OPENING 48 1/4 • • • • • MAX. WIDTH 53 1/8° •••• SEE HEET 2 OF 5 FOR SECTION DETAILS DESIGN PRESSURE - TABLE 1, NEG. DESIGN PRESSURE RA IP.SY1 -110.0 POS. 90.0 MAX. HEIGHT 76" NOTES: LARGE MISSILE IMPACT WINDOW 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF SENTRY GLASS PLUS. 2. DESIGN PRESSURE RATING: SEE TABLE 1. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSRIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. aC 3. ANCHORAGE SINGLE ROW OF FASTENERS AS FOLLOWS AND PER SHEET 5 OF 5. HEAD & SILL; MAX. 5 3/4" FROM CORNERS. MAX. SPACING 10 1/2" 0.C. MAX. 8" FROM CORNERS. MAX. SPACING 13" 0.C. MAX. 6 3/4° & 13 1/2" ON EACH SIDE OF MEETING RAIL CENTERUNE. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL 4 CORNERS OF THE FRAME, MEETING RAIL AND RESPECTIVE ASSEMBLY SCREWS. 6. REFERENCE TEST REPORT: FTL -3258 7. SEE FRAME & VENT CORNER CONSTRUCTION SHT. 4 OF 5 3/18" HEAT STRENGTHENED GLASS .090 INTERLAYER (SENTRY GLASS PLUS) 3/16" HEAT STRENGTHENED GLASS 1/2" NOM. GLASS BITE GLAZING DETAIL - 7/16" LAMINATED 4/0/4 Robert L. Clerk, P.E. PE #39712 Structural 027 F.K. Revs* R F.K. Roved * F.K. ELEVATION & GLAZING DETAIL (LG MISSILE) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS. FL 34274 mix MID —RISE, ALUM. SINGLE HUNG WINDOW Series /Model: SH -800 NTS Sheet: 1 or5 *wino No. 4065 -1 Rev: c MIAM FD :11'.• • ••• • • • ••• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • e • • •• • ••• BUILDING CDE COMPLIANCgO• 114• • BC O• ) • • • • • i Therma -Tra Corporation • ••• • ••• • •l• • NOTICi QE EVIDENCE SUBMITTED • • • : (For gileoisILY. IYfli part of NOA) DRAWINGS 1. Manufactt % c&e:dm' win s a 'seetjons. 2. Drawing No i; 2 ]�1, its "; Cbnstrue2ion Series" 6-8 Single & Double Out - swing Steel•Door, shuts 1 Magill, dated 6/12/02, with revision #1 dated 3/12/03, prepared by RW Building Consultants, Inc. B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Mr Pressure Test, Loading per SFBC PA 202-94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Forced Entry Test, per SFBC 36032 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC, PA 201 -94 6) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of a double opaque door with sidelites, prepared by ETC Laboratories, Test Report No. ETC- 01 -741- 11004.0, dated 7 /6/01, signed and sealed by Joseph Dolden, P.E. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Forced Entry Test, per SFBC 36032 (b) and PA 202-94 5) Large Missile Impact Test per SFBC, PA 201 -94 6) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of a double opaque door with sidelites, prepared by ETC Laboratories, Test Report No. ETC- 01 -741- 10622.0, dated 3/23 /01, signed and sealed by Joseph Dolden, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Lyndon Schmidt, P.E., dated 8/18/01, signed and sealed by Lyndon Schmidt, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1120.08 issued to Therms Tru Corporation for ` Therma Tru Series "BTS, TCM, PVC, SMC" Lite Frame" dated 1/18/02, expiring on 1/18/07. 2. Tensile Test of Constructon Series Steel Door Skin, prepared by ETC Laboratories, Test Report No. ETC-01-741-10622.0, dated 3/28 /01, signed and sealed by Joseph Dolden, P.E., Tensile Test of Non Foam Plastic, prepared by ETC Laboratories, Test Report No. ETC- 01741- 11075.0, dated 3/2/01, signed and sealed by Joseph Dolden, P.E., Surface Burning Characteristics of Building Materials, ASTM E84 -00a, prepared by Omega Point Report No. 15427-107362, dated 8/28/00, signed an .E. P. E. Product Control r NOA No 01-0828.10 Expiration Date: May 1, 2008 Approval Date: May 1, 2003 E -1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • •. • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• Therma-Tru Corporation • ••• • • ••• • • ••• • • • • • • • • • NOTICE DE ACCEPTANCE:: : gVIDENCE SUBMITTED • • • : (For Ito ONLY. Not pint of NOA) E. STATEMENTS •• • • • •. ••• •• 1. Statement lettgr pf fp • • cE dat• d d 8/23/01, signed and sealed by Lyndon Schmidt, P.R.' :: '.' • • . • • • •' 2. Statement letter of no financial interest, dated 8/18/01, signed and sealed by Lyndon Schmidt, P.E. 3. Statement letter naming Mr. Rick Wright as their representative and contact person, signed by Steve Kepler F. OTHER 1. Letter for San Martin Associates, Inc. E -2 Product //: Vi3t ' ' +! Control �.NIU NOA No 01 :yam :10 Expiration Date: May 1, 2008 Approval Date: May 1, 2003 THERMA -TRU ( ° CONSTRUCTION SERIES' OUTSWING 8-8 SINGLE AND DOUBLE W!8 WIOUT S&DELITES. INSULATED STEEL DOOR WITH WOOD FRAMES. GENERAL NOTE$ 1. THIS iPRODUCT E DESIGNED TO COMPLY WITH THE FLORIDA Z WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCiiY HURRICANE ZONES" AREA WITH THE USE OF THE HiGH DAM BUMP THRESHOLD. 6. WHEN THLS PRODUCT IS USED iN AREAS REQUIRING WINDBORNE DEBRIS PROTECTION, FLORIDA BUILDING CODE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR THE SLDELITES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. INSULATED STEEL DOOR (Common to all frame conditions) Door & Sidetfte Panel Construction Face sheets; Door Panel to 25 go.(0.018, minimum thickness Sidente Panel face sheets are 24 go.(0.0 1) minimum thickness Galvanized steel A -525 commercial quality - AKDQ per ASTM 820 with yield strength Fy(min.) '27,830 psi Core design; Polyurethane foam core, with 1.9 Iba. density by BASF. Door Panel Construction; Flush or embossed type. The vertical edges of the skin, roiled formed to provide a mechanical interlock with finger jointed pine stiles. Wood end rails are butt jointed and pressure fitted with contact cement to the wood stiles at the corners. Selene Pgrtef gnatructfoa erne Glazing; The vertical edges of the akin are rolled formed to provide a mechanical fnterloc with fi gar jof tad ins stiles. The end roils a butt tofned to the wboO etiiOs of the corners. The stdel e panels are sandwich glazed using o two piece lite frame. Frame Construction• The frame is constructed from finger The Joointed Ponderosa �Piine measuring 4.656° wide x 1.25 thlck. croown�xd2 long Joined Late side Jambs ld The th�resshold Is Joined tq the side Jambs witiL (2) t�pa. 1 2° crown x 2.5 long s ogles at each side. The mullions g secured together in a dente application using #8 x 2 1 2 long PFH Wood Screws 6J) screws fh per each mullion. The unit uses an Outswing umpface threshold, either Low Profile or High Water Dam. TABLE OF CONTENTS SHEET # DESCRIPTION 1 ELEVATIONS & GENERAL NOTES 2 VTYYPPIICAL, CAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 ANCHORING & 5 LOCATIONS DETAILS 8 ANCHORING LOCATIONS & GLAZING DETAILS 7 UNIT COMPONENTS 8 BILL OF MATERIALS & UNIT COMPONENTS 15.875" MAX. FRAME WIDTH g 0 3 • . of co n 105.5" MAX. OVERALL FRAME WIDTH 36.825" MAX. PANEL WIDTH, W /ASTRAGAL 13.75" MAX. SiDELITE WIDTH .1 DOUBLE W /SIDELTTES OUTSWING' UNIT 74:5° MAX. OVERALL FRAME WIDTH-1 t g g G 0 v G 0 DOUBLE OUTSWING UNiT 7.125" MAX. D.L.O. WIDTH AIL MODELS ARUM MUM= DESIGN PRESSURE RATING UNIT TYPE W/ HIGH DAM THRESHOLD . WI LOW PROFILE THRESHOLD SINGLE + 67.0 PSF - 67.0 PSF r + 55.0 PSF - 67.0 PSF SINGLE W /SIDELRES + 60.0 PSF - 60.0 PSF + 55.0 PSF - 60.0 PSF DOUBLE + 60.0 PSF - 60.0 PSF NOT APPROVED DOUBLE W /SID©JiES + 60.0 PSF - 60.0 PSF NOT APPROVED 37.5" MAX. OVERALL WIDTH 36" MAX. PANEL WIDTH 'I Q. o> ^^ p�p °rkc W 0 0. NS ts: 8 5:E oo cs -z W LUZAR • •••• 124• / •i • • • •• r SINGLE OUTSWING UNIT 88.5" MAX. •• •• SINGLE w /SIDELITES OUTSWING UNIT •• • n BUILDING Tanks, INC. 813.689.9197 Data 03/28/01 soma N.T.S. are. BY TJH cHic en RW DRONING N0.1 8 -2110 slur J 07 Lu 0 �: a •a aa_ JiSEHL0B 1.88° MIN. PANEL THK. o o • • • VERTICAL CROSS SECTION DOOR PANEL W/ LOW PROFILE THRESHOLD (SEE DESIGN PRESSURE TABLE SHEET 1) z to 1.88' MIN. PANEL THK. SEE NOTE 1 SHT. 4 S° MIN, GLASS THK. R 1 E C ER1O INTERIOR 1t 1 l 6D I mo\ N =ELITE PANEL ig 1.68° MIN. PANEL THK. INTERI ?R • ••• • ••••x • •••• • • Th • •1 • •g • • •• d foal AIM DOOR PANEL W H GH DAM (SEE DESIGN PRESSURE TABLE SHEET 1) 6W OP, Q � * co 0. O h o z ° � • 000 • o •••• ••! • aki • • ••• • • •QI N st • 2 a a DATE 03/28/01 SCAM N.T.S. OM•. Bq TJH as ere RW IMINO Nm$ S -2110 . • •• • • • • •. • • • • gg ASTRAGAL RETAINER BOLT 8.0" LG. TOP & BOTTOM (2) BOLTS AT TOP & (2) AT BOTTOM INACTIVE ACrnE SEE NOTE 2 SHT. 4 v 0 ASTRAGAL SIDEUTE TO BUCK 1•c © h: • a .. a• � 91 • c 0 HINGE JAMB TO SIDEUTE • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • o ^ a In co to co 8 Sru' • OO or • O4ioo Li Li • • • • • • • to 8 a VY BUILDING TANTS. INC. 813.689.9197 NOM •113•1:47:1110 . MO 03/28/01 sours N.T.S. MO. EIS TJH MC RW DRAM NO« S -2110 Sfrr -4— OF • • • • • • • • • • • • • • • • SEE NOTE 1 SHT. 5 .25" MAX. SHIM SPACE 1.15° MIN. EMBED. :1 5° MIN. C —SINK LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM #29 & #41 (LITE FRAME SCREWS) IS AS FOLLOWS: FROM THE TOP DOWN ON SIDES 14.75", 25.5" 38.25 °, 50.5" & 62.25 °. THERE IS (1) SCREW BOTH TOP AND BOTTOM AT 4.25" IN FROM CORNER. 2. SPACING FOR ITEM #27 #8 x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1", 3°, 5 ", 18.25", 40.5 ", 59.25°, 74.25 ", 78.25° AND 78.25 °. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS W M (3) 180A. x 1/2" CROWN x 2" STAPLES AT BOTH SIDE 4. THE THRESHOLD 19 ATTACHED TO THE SIDE JAMBS WITH (2) 160A. x 1/2° CROWN x 2.5° STAPLES AT 80TH SIDE. 5. THE SIDELTTE IS DIRECT SET INTO 174E JAMB WITH ITEM #12 #10 x 2" PH.F.H. WOOD SCREW AT 8" DOWN FROM EACH CORNER AND A MAX. OF 12° 0.C. ON THE SIDE JAMBS ONLY. 8. SPACING FOR ITEM #13, A #8 x 2 1/2" SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 8° DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" 0.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM #12 A #10 x 2" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDEUTE AT THE MULLION. USE ITEM #37 A #10 x 1 3/4" SCREW. .25" MAX. SHIM SPACE SEE NOTE 7 SHT. 4 a 0 4 2 HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK, .15° MIN. C —SINK SEE NOTE 5 SHT. 4 SEE NOTE 1 SHT. 5 1.15" MIN. EMBED. SEE N.TE 8 SHT. 4 ©.•.=fa. :• STRIKE JAMB TO SIDELITE • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • g cc ° O n 8 Svc' O cs 3wW • ••• • • • • 1 • • • • • • 2 • • • • • • • 1 • • • �' Uy BUILDING TANTS, INC 813.859.9197 mar, 03/28/01 WAD N.T.S. o•o TJH cxx. BY, RW mrANmq. N O, 9 -2110 9ua:r ar_$_ •� • • • SEE DETAIL F° SHT. 5 6" 3" A au r MI i e" " 3 ^' 38 1 s " " ■ 1111 i ■M 8" ° 13 TYP. �° _ 1 3 I a t SEE 6 SE DETAIL "G" SHT. SEE DETAIL °H" SHT. A° 3" NOTE SHT. 4 5 5 3° 4 1, SEE ♦ 'r'3" SEE DETAIL F" SHT. NOTE B SHT. 3° 4 TYP. TYP. i 5 4 Q' °A- -E t3 — ,,. — 73 . J H" " 8° M■ M " DOUBLE " DOOR I_ 3" WAIL/ELITES s° MN M ° 6" SEE NOTE 7 SHT. 4 SEE DETAIL "H" SHT. 5 DETAIL E° DETAIL "G° 3" SEE DETAIL SHT. 5 TrP. SEE NOTE 4 SHT. 4 3" N ai "4° DRILL THRU FOR A 0.357° BOLT DEEP ENOUGH FORA 2° BOLT THROW DETAIL °H° TAT THE TTHR HOLLDDTS DETAIL F° ATTACH ASTRAGAL THROW BOLT p STRIKE TO FRAME AS SHOWN. NOTE: 1. WHEN ATTACHING THE STRIKE & DEADBOLT PLATES TO THE STRIKE JAMB AND BUCK USE A #10 x 2° SCREW. WHEN ATTACHING THE STRIKE & DEADBOLT PLATES TO THE ASTRAGAL USE A #8 x 2 1/2' SCREW. WHEN ATTACHING THE STRIKE & DEADBOLT PLATES TO THE ySTRIKE JAMB AND SIDEUTE JAMB USE A #10 x 1 3/4 SCREW. ° p,141 coca X17 ci 8 Soo W W UP elz ••• • I • • bite i . • • ••• • 1 • j 0 z a 1 aleuaaHo ANTS. INC 813.6599197 CNIEs 03/28/07 swim M.T.S. DSO. en TJH atx. RW MEND tau S -2110 •1 . Z Li NZ CC z 00 W w cc 0 �. :. A- -� • SEE DETAIL "H° SH7. 5 SEE NOTE 1 SHT 4 5° INSULATED CLASS W/ STS LITE FRAME GLAZING DETAIL .478" GLOSS • BITE LASS TEMPERED 25° AIR tl SPACE 1/8" TEMPERED GLASS JNIQB 1/8" TEMPERED GLASS .25" STEEL INTERCEPT SPACER .25" AIR SPACE 1/8" TEMPERED GLASS SEE NOTE .25" STEEL INTERCEP` 1 SHT. 4 SPACER PV5° INSULATED GLASS W/ C LITE FRAME GLAZING DETAIL • •• Z BUILDING cci TAMa.INC. 813.859.9197 DTE 03/28/01 sous N.T.S. WAS. Br= TJH a% ew RW OAAWn NO S -21 10 eRezr _Lay • • • • • •• • • • 1 4.656" // 1 W000 FRAME FINGER JOINTED PONDEROSA PINE 2.203° 4.625" 19 ry LOW PROFILE OUTSWING BUMP FACE ALUMINUM/WOOD THRESHOLD .050" WALL TYP. 0 0 0 (� / 4 x 4 STEEL DOOR HINGE PLASTIC UP LITE FRAME EXTRUDED PIt QTOP RAIL FINGER JOINTED PONDEROSA PINE 1.625° Oi n 38 SIDEUTE BLANK SIDE STILE FINGER JOINTED PONDEROSA PINE WOOD LATCH SIDE STILE 39 HIGH DAM THRESHOLD MIN. ALUMINUM WALL THICKNESS 0.050° I- 1 .526° BTS PLASTIC LIP LITE FRAME EXTRUDED BT$ 1.625° • • • • •• • • •••• • • •••• ••I .•• • ••q •• •w••• • • • ^ • .I• • • WOOD HINGE SIDE STILE O • • 1.862° 635" f — O 0 � 1 BOTTOM RAIL. WOOD COMPOSITE o >� Lc) D3 tn 03 Iti cc zon ° 0 CD CC z0 •m2 = -•: 8 r • g a. 43 • °a miaow* TAMS. No 813.889.9197 zee 03/28/01 .oxE, N.T.S o•a evs TJH CHIC. en RW MOND NO S -2110 seer 2_ or j, • • • • • • • • • • • r Item J)ESCRIPTION Material STEEL 1 DOOR SKIN; CONSTRUCTION SERIES 25GA. (.018" MIN.) 1A SIDELITE SKIN; 24 G4. (.021" MIN.) STEEL 2 TOP RAIL (1.628" x .851" THERMA-TRU PONDEROSA PINE) WOOD 3 LATCH 5711E THERMA -TRU, PONDEROSA PINE 1.659° x 1.242 WOOD 4 HINGE SRLE (THERMA -TRU, PONDS PINE 1.625° x 1.2341 WOOD 5 BOTTOM RAIL (1.662" x .892" THERMA -TRU WOOD COMPOSITE) WOOD COMPOSITE 6 POLYURETHANE FOAM (BASF, 1.916e. DENSITY) FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP (THRRMA -TRU) FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP (THREMA -TRU) FOAM 9 4" 4" HINGE .097" THK. (THERMA -TRU) STEEL 10 10 x 3/4" Iq. PFH WOOD SCREW (Hinge to Frame) STEEL 11 10 x 1" LG. PFH WOOL SCREW STEEL 12 10 x 2" LG. PFH WOOD SCREW STEEL 13 8 x 2 1/2" LG. PFH WOOD SCREW STEEL 14 3/16" TAPCON ANCHOR (ELCO, 1.75" MIN. LG.) STEEL 15 NOT USED - 16 2x WOOD BUCK WOOD WOOD 17 MAX. 1/4" SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK - 19 ONE PIECE BUMP FACE THRESHOLD LOW PROFILE (THERMA -TALI) ALUM. /WOOD 20 4.656" HEADER (THERMA -TRU, PONDEROSA PINE) WOOD 21 4. 656" STRIKE JAMB `THERMA -TRU, PONDEROSA PINE) WOOD 22 4.656" HINGE JAMB (THEW-TRU, PONDEROSA PINE) WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT - 24 ASTRAGAL WINDJAMBER II WR68T (.052" WALL) AL M. 25 GLAZING, 1/2" INSULATED TEMPERED GLASS GLASS 28 3/4" THK. PRESSURE TREATED SIDELITE PAD WOOD 27 # 8 x 1" LG. PANHEAD SHEET METAL SCREW STEEL I LATEX 29 #6-18 xG 1 3/4° PHIWPS FLATHEAD SCREW (FOR ITEM #33) STEEL 30 NOT USED - 31 3/16" TAPCON ANCHOR (ELCO, 3.25" MIN. LG.) STEEL 32 1/6 THK. CELLULAR GLAZING TAPE (ST1K -II TAPE) - 33 PLASTIC UP LTfE FRAME (PVC, THERMA -TAU) PVC 34 PLASTIC LIP UTE FRAME BTS, THERMA -TRU) BTS 35 4.656" BLAN JAMB ( ERMA -TRU, PONDEROSA PINE) WOOD 36 SMITE SIDE Si1LE (THERMA -TRU, 1.625" x .719" PONDEROSA PINE) WOOD 37 #10 x 1 .3/4" LG. PFH WOOD SCREW STEEL 38 #10 X 3.0" 1.9 PFH WOOD SCREW $T5E. ALU 39 HIGH WATER DAM THRESHOLD (THERMA -TRU) 40 SILICONE CAULK SILICONE STEEL 41 #8 -10 x 1 1/2" PLASCREW (FOR ITEM #34) LONG REACH COMPRESSION_WEATHERSTRfP FOAM CELL CORE W/YINYL JACKET DRILL TRU FOR .357" DL4 ASTRAGAL DRILL TRU FOR A #8 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER 11 WR68T STRIKE PLATE 8.0" d P u0 ASTRAGAL RETAINER BOLT MATERIAL: C/R ROD ZINC & YELLOW CHROMATE 7 " COMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET • • • • • • •• • • ASTRAGAL RET�1YI 4 BOLT 8.0" L. To0pp • & BOTTOM (2 t&LSS AT TOP & (Q .r.•• BOTTOM X 03f5 • 1. 24 WINDJAMBER 11 WR68T ASTRAGAL (ALUMINUM .052° WALL TYP.1 • • • • • • • • • • •• • • Lc) co CC 8 boo iz O I+ I 1-••i• •• • •• • a eunonuo mars, wa 813.889.9197 *m 03/28/01 MIAM I•[11AL7E • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •.• BUILDING CODE COMPLIANCE O CR tliCCO1 • • • • ; PRODUCT CONTROL DIVISION . • • • • • NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 - - • • SCOPE: • ••• • • .• • • • • ••• ••• • • M AMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, Sum 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• • •• • • •• •• •••• •• ••. • • • • • •• • • • • • • • ••• •• 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 accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction: BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series FD -101 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by manufacturer, dated• 7-12 -99 and last revised on 01- 17 -03, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance expiration date by the Miami -Dade County Product Control Division. number and MISSILE IMPACT RATING: Large and Small Missile Impact 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 ofthis 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 ofthis 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 shaft be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02- 0702.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 02-0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 Page 1 PGT Industries NOTICE OF ACCEPPANCE: • EVIDENCE SUBMITTED • o'r File A1Vk-Y. Poi ire of NOA) • . ••• • • • ... .. .. • • • .. .. • • • .▪ ..... • .... A. DRAWINGS 1. Manufacturer's i13e flrawipgsAnd sections. (transferred from file# 02- 0702.01) 2. Drawing No. 972, titre': `Eiltminum trench Door w/ Sidelites", sheets 1 through 8 of 8, prepared by manufecfuurer;: l7.1 ,99 last revised on 01�- 17-03, signed and sealed . by Robert L. Clar�C, P.E. - • B. TESTS (transferred from file# 02- 0702.01) 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door w\ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2067, dated August 12, 1998, signed and sealed by Gilbert Diamond, P.E. 2. Additional test report on (submitted for hardware & glazing qualification) 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large 1VMissile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-2612, dated September 29, 2000; signed and sealed by Aldo P. Gonzales, P.E . 3. Additional reference test reports FTL -1973 & FTL-2241 per PA201, 202 &203, issued by Fenestration Testing Laboratory, Inc., dated March 19, 1998 and January 14, 1999, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Glazing capacity Calculations per ASTM -1300, dated 01- 17 -03, prepared, signed and sealed by Robert L. Clark, P.E. 2. Anchor Verification Calculations dated 07 -12-99 and revised on 1- 14 -00, prepared, signed and sealed by Robert L. Clark, P.E. (transferred from file# 02- 0702.01). E -1 15th' 1.1..4444 �l-4 Ishaq L da, P.E. Product Control Examiner Product Control Division NOA No 02- 0927.13 Expiration Date: February 13, 2008 Approval Date: Febniary 13, 2003 PGT Industries • • ••• • • • ••• •• •• - • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • ♦ • • • • • • ••• • • • • ••• ,NOTICE O5 i1C EPTANC,E:.: EV 7ENCE SUBMITTED : Min- File dNLY. Notpart of NOA) D MATERIAL CERTIFICATIONS (transferred from file# 02- 0702.01). 1. Notice of Acceptance issued to E. I. DuPont DeNemours. for "Butacite PVB (2572003, exiling on 12/11/2005. 2. Notice of Acceptance No..01 b2.05.t2 issued to Solutia, Inc. for "Saflex /Keepsafe Maximum", expiring on 05/21/06. 3. Notice of Acceptance No. 96- 0527.01 issued to Monsanto Chemical Co. for "Laminated Glass with Saflex PVBTinterlaye#", dated 01/09/97, expiring on 01/09/00. (transferred from fde#99- 0128.01) E. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance, dated July 12, 199, signed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated July 12, 199, signed by Robert L. Clark, P.E. 3. Letter of compliance, dated August 12, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 4. Addendum letter, along with marked -up drawing of reinforcement (sidelite) dated 2 -3 -2000, issued by Fenestration Testing Laboratory. 5. Letter of compliance, dated September 28, 2000, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Aldo P. Gonzales, PE 6. Revision request letter dated April 13, 2001, issued by PGT Industries, signed by Robert L. Clark, P.E. 7. Meeting Summary dated January 26, 1999, issued by BBCO 8. Revision request letter dated April, issued by PGT Industries, signed by Robert.L. Clark, P.E. • D. • OTHER 1. This NOA revises & renews NOA 02- 0702.01. 2. Manufacturer's "Quality Operation Procedure ", submitted per meeting summary dated January 26, 1999(Note: This series FD -101 dooris related to file 98- 0506.02, requiring strict manufacturing quality procedure to be followed.) 3. Prior related file NOA(s) 01- 0417.06 & 98-0506.02. Ishaq LChanda, P.E. Product Control Examiner E -2 Product Control Division NOA No 02-0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 38.125 MAX. 33 3/8 MAX.A DAYLIGHT OPENING OXXO 71.750 MAX. 25" MAX. ®. DAYUGHT OPENING 25- MAX. DAYUGHT OPENING 36.125 MAX. 33 3/8 MAX.® DAYLIGHT OPENING 13.250 8.000 TYPICAL ' 21.000 MAX. 85 1/ MAX. DAYUGHT OPENING Tr. 96 MAX. 21.000 8.500 13.50 MAX 4.000 4.000 4.000 4.000 13.50 MAX LARGE MISSILE IMPACT DOORS 13.50 �►-. :MAX. 4.000 4.000 8.500 4.000 +- 1 4.000 4.000 -+ / 4.000 MAX. 47.875 HINGE LOC. TYPICAL 13.250 HINGE LOC. 6.000 TYPICAL 4.000 -•- 4.000 Four 1/4" Tapeons or 5 sform.Screws Rp'd of this Location, Top & 1.) GLAZING OPTIONS: (SEE SHEET 3 FOR GLAZING DETAILS) OPTION 1 - .402 (3/8) LAMINATED (3/15" HEAT STRENGTHENED, .090 INNER LAYER. 1/8" ANNEALED OPTION 2 - .402 (3/8? LAMINATED (3/16" HEAT STRENGTHENER .090 INNER LAYER 1/8- HEAT STRENGTHENED OPTION 3 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED, .090 INNER LAYER 3/16" ANNEALED OPTION 4 - 7/16- LAMINATED (3/16" HEAT STRENGTHENED, .090 INNER LAYER 3/16" HEAT STRENGTHENED 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 2) 3.) ANCHORS: DOOR MAX. FROM CORNERS: 6.500 HEAD & SILL) MAX. FROM CORNERS: 6.000 (JAMBS) MAX SPACING AT HEAD & SILL 13.500 MAX SPACING AT JAMBS: 21.000 4.) SHUTTER REQUIREMENT: SHU77ERS NOT REQUIRED. 5.) REFERENCE TEST REPORT: FTL -2067 6.) SEALANT TO BE APPUED AROUND THE FRAME CORNER & PANEL CORNER SEAM. 98 MAX 85 1/8 MAX. DAYUGHT OPENING TIP. 8.500 ANCHORS ARE TYP. IN HEAD & SILL QXO 11i Rotert i- Cto*N. P.E. PE !39712 Structural Raved Om Os; F.K. Fined r 17/03 /1 RFFdK 99/02 F.K. 8/20/01 Drawn Bye D.B. 72/99 Description: Revisions: D -ADD D.O. DIM.S C-#DD 7/16 OAST &TAMS 8-PER LEIItH 8/17/01 PRODKTRENSWEV em t14/ 1Mw� wIoms Oddlagatle ApIfidern 43,641 3 Bt. CJ *wd, ELEVATIONS OXXO & OX0 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM FRENCH DOOR W/ SIDELITES Saries/ifod& 1Sceetc Shoot Ontortng No. FD -101 NTS 1 of 8 972 Raw. D COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3116" Heat Strengthened, .090 Inner Layer, 1/8" Annealed COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 3/16° Heat Strengthened, .090 Inner Layer, 1/r Heat Strengthened COMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 • 3/18" Heat Strengthened, .090 Inner Layer, 3/18" Annealed Qty. of Siam Sldelke Width Max. Doo Widths H :. hts Qty. of Slabs SIdeIte Width Max . • • Wldthe Het. Qty. of Slabs Sidelite Width Max Door Widths . Het • hte 79.750 83.750 87.750 91.750 95.750 79 .750 83.750 87.750 91.750 95.750 79.750 -75.0 1 83.750 -75.0 87.750i 91.750 1 95.750 -75.0 O X O 1 22.000 37.500 -75.0 - 75.0 -72.5 -70.2 -68.8 O X o 1 22.000 -75.0. -75.0 -75.0 - 75.0 -75.0 0 X 0 1 22.000 37.500 -75.0 -75.0 75.0 75.0 72.5 70.2 68.8 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0. 75.0 75.0 1 28.O00 37.500 -74.7 -73.2 -70.8 -68.5 -67.1 - 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 74.7 732 70.8 68.5 67.1 75.0 76.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 1 30.000 37.500 84.7 -632 61.0 59.0 -582 1 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 1 30.000 37.500 76.0 -75.0 -75.0 -75.0 -75.0 64.7 63.2 81.0 59.0 68.2 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 33.000 37.500 -55.4 -53.8 - 51.8 -50.1 -48.9 1 33.000 37.500 -75.0 -75.0 -75.0 - 75.0 75.0 1 33.000 37.500 -75.0 -75.0 -75.0 -74.7 -72.6 55.4 53.5 51.8 50.1 48.9 75.9 75.0 75.0 76.0 75.0 75.0 75.0 75.0 74.7 72.6 1 36.125 37.500 -48.9 -47.5 •45.4 - 43.4 -41.8 1 38.125 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 1 38.125 37.500 -70.0 -67.9 -65.7 -63.1 -60.4 48.9 47.6 46.4 43.4 41.8 75.0 75.0 76.0 76.0 76.0 70.0 67.9 85.7 63.1 60.4 2 22 000 71.750 -75.0 -75.0 -72.5 -702 8 .OM'XO 11 2 22000 71.750 75.0 -75.0 -75.0 75.0 -75.0 O x X 0 2 22.000 71.750 • 75.0 Z5 04 ' -j5.0 -75.0 ' -75.0 75.0 75:0 72.5 702 68.8 78.0 75.0 75.0 75.0 75.0 .75.0 7518• •75.0 '15!0" • "5.0 0 2 X 28.000 71.750 I 74.7 -73.2 -70.8 -88.6 -67.1 •. 2 28 D00 71.750 76:0 -75.0 -75.0 -75.0 -75.0 2 28.000 71.754 • -'�•0 7£vD• -15.0 76.0 . 76.0 74.7 73.2 70.8 68..5 87.1 75.0 75.0 75.0 75.0 75.0 ... ! JB.0 75.0 •0.0 • 7I>,D• •Y.0 x 2 0 30.000 71.750 I -64.7 -63.2 -61.0 -59.0 -582 2 30.000 71.750 -75.0 -75.0 75.0 -75.0 -75.0 2 30.000 71.7.56 i -75.0 -75.0 -75.0 - 4 -.0 - 5.0 84.7 83.2 61.0 59.0 68.2 76.0 75.0 75.0 75.0 75.0 • 75.0 75,0 75 0 i� o• •.O 2 33.000 71.750 - 55.4 -53.5 -51.8 -50.1 -48.9 2 33.000 71.750 -75.0 -75.0' -75.0 -75.0 -75.0 - 2 33.000 • • "7�.0 71.75$ b. -7c6.0 -74.7 -72.8 55.4 53.5 51.6 50.1 48.9 75.0 75.0 75.0 75.0 75.0 •I 76.0 75.0 •75.0 .y Mt: 42.6 2 38.125 71.750 -48.9 - 47.5 -46.4 -43.4 -41.8 2 36.125 71.750 -75.0 -75.0 -76.0 -75.0 -75.0 2 35.126 71.Q• •7p.0 BY9• 867 •'I• r•-80.4 48.9 47.5 45.4 43.4 41.8 75.0 75.0 75.0 75.0 75.0 684 • II •00.4 • • COMPARATIVE ANALYSIS TABLE 4. - GLASS OPTION 4 3118" beat Strengthened, .090 Inner Layer, 3/16" Heat Strengthened • • • • • • • • • of Slabs Sidelte Width Max. Door' Widths Heights • • •••• NOTES: 1. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND • • • 79.750 83.750 (87.750 91.750 95.750 GLASS TABLES ASTM E 1300 -98. • • • • • • • • • • -75.0 -75.0 -75.0 -75.0 -76.0 • • DESIGN LOADS BASED ON WATER • TEST PRESSURE AND 75.0 75.0 75.0 75.0 75.0 GLASS TARI FS ASTM E 1300 -98. O 1 28.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 3. GENERAL D/0 = DAYLIGHT OPENING ° 75.0. 75.0 75.0 75.0 75.0 ® 0/0 HEIGHT = DOOR HEIGHT - 10.875" X O 1 30.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 0/0 WIDTH 51051.1 E - SIDELITE WIDTH - 2.750" PSODUCTIGNEWED ■:= rattbcliodd! -C11 13 a8 r (r ja 75.0 75.0 75.0 75.0 75.0 0/0 WIDTH PANEL = PANEL WIDTH - 12.500' 1 33.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 1 36.125 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 Raved 6y: Data: 1 17/03 R,a ✓ TABLES & AM 1GTE 3� 2 22.000 7,.750 E.K. -75.0 -75.0 -75.0 -75.0 75 0 //IA 11261 Robert L merit, P.E PE #39712 Structural Raved . F.K. DaIa 99/02 RavNEW C-NEW 0!»Sl x TAKES 75.0 75.0 75.0 75.0 75.0 O X 2 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75A F.K. 8/20/01 8-PER LETTER 8/17/01 75.0 75.0 75.0 75.0 75.0 Draw„ er 7%12/99 X O 2 30.000 71.750 76.0 75.0 16.0 76.0 -76.0 75.0 -75.0 75.0 -75.0 75.0 IND F$ ` DESIGN PRESSURE TABLES, OXXO & 0X0 2 33.000 71.750 75.0 75.0 -75.0 7s.. -75.0 7s.o -75.0 7s.D -75.0 75. 10NOKO� FL 2 ALUMINUM FRENCH DOOR W/ SIDELITES 2 38.125 71.750 75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 P.0. BOK 1529 NOKOMIS, fl 34774 FD -101 Scats: NTS °t 2 of 8 Om in Na. 972 Rsr i D If3/18" HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1 /6' ANNEALED .437 vJ ! I .437 3/16' HEAT SIKET1&THENED .090 INNER LAYER (SEE NOTE) 1/8' ANNEALED DOOR sroELrTEs GLAZING OPTION 1 .402 (.V8 °) LAMINATED —IF 3/16' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8' HEAT STRENGTHENED 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/6' HEAT STRENGTHENED II 111 ,efd .437 1-1 .437 gage S1OEUTEE GLAZING OPTION 4 7/16° LAMINATEQ DOOR SIDEUTES GLAZING OPTION 2 .402 we) LAMINATED REFERENCE TEST REPORT: F L -2067 3/16' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/18' ANNEALED 1._!..41,1 3/1r HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16" ANNEALED • • • • •• • • DOQR SIOhITEE •••• •• • GLA2'1N3.6PTION .1••• 7, 1.6: EXTE !OR OUTSWINQ SEE SHEET 3 FOR ANCHORS ROUGH OPENING SIDEUTE SHEET 3 FOR ANCHORS DGU GHT Old INTERIOR 8 25° DAYLIGHT GxN MAX igjavr War .830 ROUGH EXTERIOR HORIZONTAL SECTION OXXD PMGL 2OVERALL 71.750 OUTSWINQ 250 Mox, Shim I TAP. 11.479 5.459 4.000 .SOB• • 96.000 INDU • • SEE SHEET 3 FOR ANCHORS ROUGH OPENING INTERIOR HORIZONTAL SEC ON OXO REFERENCE TEST REPORT: FTL -2067 VERTICAL SECTION EUE OOOR �••• 14a4._ ;'Sala: Ida 4 u-'. 4.000 1.489 OUTSWINQ 1- 3.000 ----I `OPT • 4V5: I/71» Robert L Clark. P.E. PE #39712 Structural ftT ES Rend Oy. Date: F.K. 1/17/03 FKC d/9/02 rimed 8 /20/01 Drawn D.B 72/99 SECTIONS D-NO CHG THIS SHT ReHemnx C —N0 CHG THIS SHT Reektlenrg PER LETTER 8/17/01 •liy eiratia)ds Exptreche a -a 27d3p k 1070 TECHNOLOGY ORNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ?TUN ALUMINUM FRENCH DOOR W/ SIDELITES Series /Nade1 Saatx Sheet Croft No. Rer. FD -tot NTS 4 of 8 972 D Et>. 0 0 0 .I� r 0 0 0 0 raTeT ffi J 0//a" Robert L park. P.E PE 712 Struateaa� Ha. Des ;rr.•. V.T. VEN• • " .A.0 OR Q l.'.;1; i'Ir�L'l ii!_ihilll tialltr1rI!k Wes, •r - r,LiK3LtlT � /IJL►A1 ry 1207,11.mft0]TL!LPI1r/ KPhltaf67ta1. - - CY O' tfxeafn•ra�ti1}sr.cc .zl -r11 ESE ry 3SN -7iF7>.77TONIU. ' rp. :lININIIIIIIMINQaIGY=EWM tam _,' � . ( . , 'a h MIN r v> ..r11■1■rw•w-mp at ri&ipAama Sri: r,;t ��• ,.. stti LiallINI sil• Qfl)tr/.Zfe i.3 WM Gutsy. Thresh„ • Gam• "d•1f=1.14f -; mIF3l�I. QOJILla 1E� i alumsrifL tm- TY;trrar .'r fi, • •. f ta•7(:IrT7 iY•n[+� ©» 13•Eff i AIN .T n •1, i Q ()» ri:7lfr�,j'.7:�"F, i•�i ,1�r pp. , - tri i- Y-! "7( -:3��y '' tj C.?nro'' M r0,� , iiViiAciti RTIPy Gii71111111[ZrWFakit 77az1111nmilkaollCYtifi' •i"•- riT %Tia�G`T.'10 r I .. ,111 r' z.: $ 11CIFOf� KEA[Irr"2•'Y�' ,F:7f lT:Ul d,r'7�ti(rI7:' x!13:1N: /rdI ,1 G7rad!iAE.wfn]— OFI�3/' r tiuir!�r: /L!trcF:r�,gt3a cyrgiL� 1�m)� lid @'yl,io • ri b7'Z?'z3ll•MIICKE11L3k2ZIMI ©CJI7 • p -i 011111 iah:FJ.. /7�LYli. Y:1w -tua CMG° MIEFc • . , r '!, p . r T:rlr x441 'r'>•r: —s _-1r`� Wan a, • !FringrInummormrStA44.J6-71U47:72MMIIIiiilltiNDNECIII ��)•rl3lt ->E i • :. t �. C; ,, 'lr:nll G Grr•QCj]�i rl� • a Y a•:7 ' GIi, !�S i'7�% -Y.:: 3 ;�Q ©j ! : r E1a•71 trw0 c3 4, -t4 ag r:agumnitaa'ammarer Ei=amts lMIC 3C• ! � r r •F rrin=cmcramircrLE:E,Asiss L..G/';- ©r7+ifi111 VIU CSil?'i[ •77171�•�Tyi.1Q3ellUaIL,IM EMI " • C TS •. CORY! r sir = •1i� 1•1•115 fe Butocite • or :iiEM= £m SIDEIJTE JAMB AOAP7ER a•7.iyz!li, +Ol♦GT..�� 3F,lr_a ir•'f>• WEN IMIti,ili•1a.�•»u.Ir Pau • ASSOC ff iLLiii i 0'a ,•<AW IEW I .402 Laminated AEMA:7■11111111•111111 tWP/I NMI Du.ont B • e PVB or Satlext, • -r111111MMM 1111•1111•1•11 p1, T.• s. 49c�, r, � ,laiTirf/r1�a,'•��.��r7�1F�'LQ +"'iT' _Q07�_ �D 16 La ated 63716 Annealed r f - _ • -- upont 8utoaite PV8 or Satiex eepsafe Maximum Inner Layer Np775. 1. OW'S IN BRACKETS ARE FOR MO CONFIGURATION 2. REFERENCE TEST REPORT.- F7L -2067 IND Rosd ey. F.K. Road 81"• F.K. Date: Ravrffianro 1/17/03 D —NO CffC THIS SNT 9 9/02 F.K 820/01 C-ADD 7/16L CLASS 8-FER LE77ER 8/17/01 Owen > D.B. 72/99 T Issid=itt weENriU + .a 2 008 > 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1528 NOKOMIS. FL 34274 BILL OF MATERIALS ALUMINUM FRENCH DOOR W/ SIDELITES Smbs/NOdek FD -101 Sooko NTS Shoob 5 ar8 Omhro No. 972 4.000 rA DOOR PANEL HEAD & SILL 1 6063 -75 ALUM. ,50J Q WEATHER STRIP CHANNEL 6063-75 ALUM. HINGE EXTRUSION 18 6063 -T5 ALUM. 4.100 DOOR PANEL JAMB 2 6063 -T5 ALUM. .125 --f F^ 1.500 —1 .750 (7;\ TRUSS CLAMP 6063 -T5 ALUM. r�7 4.100 DOOR PANEL, 3 INTERIOR ASTRAGAL 6063 -T5 ALUM. OFRAME HEAD 6063 -T5 ALUM. 4.100 DOOR PANEL, 4^A EXIER1OR ASTRAGAL 6063 -75 ALUM. • • • F. 1.480 —.j 3.000 1-.050 • 6410• •• • • • •• . f • s• •••• • JAMB . • • •x-75 ALUM. • • • *woo. • • e • •• •• • • • • • • • • • • •• • 1.489 3.000 --1 OUTSWING THRESHOLD 6063 -T5 ALUM. ••• • • • •• • • • • •••• • • ..•• • • ••• • • • • • •• Rwsd 9i- Date: Revisions F.K. 1/17/03 D -N0 CHG THIS SHT Rered 0y.' Date: Reviebns F.K. 9/9/02 C -NEW SHT Dram By F.K. 9/9/02 w3a, m larka (. CMsb. Description: EXTRUSIONS PROFILES, DOORS t0NOKO' 3427 ALUMINUM FRENCH DOOR W/ SIDELITES Smtaa /41odek Scats Sheet - Drawing No. Raw Fo -lot NTS 6 8 972 D P.O. BOX 7529 NOKO,WS R 34274 4.586 O 7 SIDELITE BOTTOM RAIL 3 6063 -T5 ALUM. .830 r_ 2.980 .050 O 0 SIDELITE JAMB ADAPTER 4 6063 -T5 ALUM. 36 OSIDEUTE HEADER 6063 -T5 ALUM. •••• • • 4100• • • ••• • • ••• • • • • • •• • •• • • • • • f• • • • • • • 35 O S/DELIiMiAk • •f41 • 6063- 7541LUA% • s • • •• •• • • • • • • • • • • •••• • • • • •••• • • • • • •• • ••• • • • • • •• raretcrazuma Wows > FX. 1 17/03 D-NO CHC THIS SHT �•r, r•++ Reivithar abler Rine Ble F.K. )°/9/02 C -NEW SHT F.K. 09%/02 044,4 Ka I: EXTRUSIONS PROFILES, SIDELITES > ' °NOKOMIS. FL TECHNOLOGY 2 DRIVE ALUMINUM FRENCH DOOR W/ SIDELITES 5, Sonic sew � N. Raw FD -tot NTS 7 or 8 972 D P.O. 80X 1529 NOKOMIS, FL 34274 a •. 1 .• ...'fl••. ::.•.:. 1.500 ` ' • ' . I1.: MIN. lx WOOD BUCK (SEE NOTE 3) 1/4` TAPCON (SEE NOTE 1) TYP. HEAD 1 • : • 1.500 MIN. 2x (SEE NOTE 2) /!4 FMTHE1D TYP. HEAD 1 • .a 1/4` TAPCON (sEE NOTE 1) T—T 1.500 • TYP. SILL. TYP. JAMB TYP. SILL --. (' - lx WOOD BUCK MAX (SEE NOTE 3) TYP. JAMB 112 FLATHEAD .IAMB SPACING (SEE NOTE 3 ON SHEET 1) TYP. JAMB / SIDELITE 2x WOOD BUCK (SEE NOTE REFERENCE It REPORT. FTL -2067 • BU 2x WOOD (SEE NOTE2) 1/4' TAPCON (SEE NOTE 1) • • • • • •• • TYP. SIDELITE HEAD • • •••7%P. S/DEUTE HE/Uf•••; •••• •• • • • • •••• • •• ••. •• ••• • • 110 PANHEAD • • • • •• • • • • • •• /14 FLATHEAD • • • • •• • • 4 I.t : ••fl ... TYP. SIDELITE SILL NOTES: 1. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO OR NW TAPCONS 2. INSTALLATION OF 2x WOOD BUCK 70 THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL 3 WSTALLATION OF lx WOOD BUCK TO THE SUBSTRATE 70 BE ENGINEERED SEPARATELY. Raved sn Data: aa..4rw,x FK 1/17/03 0-NO CHG THIS SHT Rene Sy: Data Rsvlslanx F.K. 9/9/02 C ADD NOTES ReFK. 8/20/01 B RevIsforta LETTER 07/01 TYP. SIDELITE SILL Of/ Robe I.. Cl P.E. PE Structural • • • ••• • 2x WOOD.BI (SEE NOTE 2 � 0.8. 72/99 • • • • • • • • • a t•IilitheFTot4L z . Itr2400222 /424 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34278 P.O. BOX 1528 NOKOMIS. FL 34274 ANCHORAGE ALUMINUM FRENCH DOOR W/ SIDELITES Smfea /Medea Seets: Shaeb Waft Ma R FD -101 NTS 8 or 8 972 D MIA MMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Industrial Millwork Corp. West Highway 36 Seneca, KS 66538 SCOPE: 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 This NOA is being issued under the applicable rules and regulations governing 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 (AM). 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: Direct Set Wood Fixed Window APPROVAL DOCUMENT: Drawing No. LAG- 1000, titled "Direct Set Fixed Window", sheets 1 through 3 of 3, dated 1/27/04, prepared by Bromley Cook Engineering, Inc., signed and sealed by William D Cook, 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: "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 this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 04. 0206.02 Expiration Date: July 1, 2009 Approval Date: July 1, 2004 Page 1 Industrial Millwork Corn. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAG-1000, titled "Direct Set Fixed Window ", sheets 1 through 3 of 3, dated 1/27/04, prepared by Bromley Cook Engineering, Inc., signed and sealed by William D. Cook, F.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of a rectangular fixed wood window, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0210 - 0509 -03, Specimen #1, dated 4/30/03, and addendum letter dated 5/18/04, all signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a rectangular fixed wood window, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0210 - 0509-03, Specimen #2, dated 4/30 - 5/1/03, and addendum letter dated 5/18/04, all signed and sealed by Vinu J. Abraham, P.E. 3. 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 a rectangular fixed wood window, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0210 - 0325 -03, Specimen #2, dated 3/24- 25/03, and addendum letter dated 5/18/04, all signed and sealed by Vinu J. Abraham, P.E. 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of a half round fixed wood window, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0210 - 0325 -03, Specimen #3, dated 3/26/03, and addendum letter dated 5/18/04, all signed and sealed by Vinu J. Abraham, P.E. E -1 tie `erez, .E. Product Con er NOA N " 06.02 Expiration Date: July 1, 2009 Approval Date: July 1, 2004 Industrial Millwork Corp. 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 a rectangular fixed wood window, prepared by Hurricane Test Laboratory, Inc., Test Report No. H`i'L- 0210 - 0620 -03, Specimen #1, dated 6/9/03, and addendum letter dated 5/18/04, all signed and sealed by Vinu J. Abraham, P.E. 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 marked -up drawings and installation diagram of a "springline" fixed wood window, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0210-0620 -03, Specimen #2, dated 6/9/03, and addendum letter dated 5/18/04, all signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Bromley -Cook Engineering, dated 01/27/04 and revised on 5/17/04, signed and sealed by William D. Cook, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NGI Inc. for their "Safety Plus - Laminated Glass" dated 08/07/03, expiring on 08/07/08. F. STATEMENTS 1. Statement letter of compliance, dated January 28, 2004, signed and sealed by William D. Cook, P.E. 2. Statement letter of no financial interest, dated January 28, 2004, signed and sealed by William D. Cook, P.E. 3. Laboratory compliance letter for Test Reports No. HTL- 0210 -0325 -03 Specimen #2, HTL- 0210 -0509 -03 Specimens #1 & #2 and HTL -0210- 0620 -03 Specimens #1 and 2, issued by Hurricane Test Laboratory, Inc., dated December 11, 2003, signed and sealed by Vinu J. Abraham, P.E. G. OTHER 1. None. E -2 Manuel Per Product Control NOA No Expiration Date: July , 2009 Approval Date: July 1, 2004 "LOAD TABLES" ON SHEET 3 FRAME HEIGHT (F.H.) =98.5" D.LO. = 96" MAX (D.L.O. = F.H. - 2.5") ;HER ON 2 GLASS A OR B 10" MAX. O.C. XTERIOR ELEVATION ;CTANGULAR WINDOW TYPICAL FRAME SCREW SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW REQUIREMENTS. 1) MAX O.C.(TYP.) Cm'.) .4-1- 3" MAX MP.) TENERS MUST BE PROPERLY DESIGNED & IS TO THE STRUCTURE. BE IN ACCORDANCE WITH THESE DRAWINGS 1Y MENTIONED ON THESE DRAWINGS. NN HEREIN REPRESENT THE PRODUCTS DER, IMPACT, CYCLIC & UNIFORM STATIC AIR ;E WITH DADE COUNTY PROTOCOLS TAS 201, 'ACT WINDOWS. DESIGNED IN ACCORDANCE WITH THE D WITH THESE WINDOWS. SS SPECIFIED ON THESE DRAWINGS. TERIAL SHALL BE BEYOND WALL FINISH SCHEDULE ■NCHOR REQUIREMENTS TABLE =NING I MINIMUM MINIMUM YPE I EMBEDMENT I EDGE DISTANCE o') 11 h c■ CI SEE "CORNER DETAILS" ON SHEET 2 GLAZING SCHEDULE (LARGE MISSILE IMPACT) TYPE A 7/16" LAMINATED "SAFETY -PLUS sr 3/16" ANNEALED WITH 0.1" RESIN WITH PET FILM BY GLASS LAM -N01 INC. 3/16" ANNEALED TYPE B 7/16" LAMINATED "SAFETY -PLUS sr 3/16" ANNEALED WITH 0.1" RESIN WITH PET FILM BY GLASS LAM -NGI INC. 3/16" ANNEALED 8" MAX. O.C. GLASS AORB 3" MAX -" (D.L.O. = F.H. - 2.5") CIYP.) D.L.O. = 96" MAX. SEE "LOAD TABLES" ON SHEET 3 MAX FRAME HEIGHT (F.H.) =98.5" EXTERIOR ELEVATION HALF ROUND WINDOW (OTHER RADIUS /CURVE SHAPES SIMILAR) ODOODBoo DODND ED> DDfl)fl)E 1. OTHER SHAPES MAY APPLY PROVIDING THEY • ••• ... •••■• •••• ..•■••■ ....•..... w 1,•,r nnn• Irn TYE SE RE 0 SC SEE SHEET 1 FOR REQUIREMENTS MIN. 2x4 BY OTHERS , SECTION INSTALLATION WOOD WALL. FRAME FASTENER SEE SHEET 1 FOR REQUIREMENTS 1/4° SHIM WOOD BUCK BY OTHERS SEALANT BY OTHERS $ECT1ON INSTALLATION LI,. w/ 2 x BUCK SEE TYP. GLAZING DETAIL ON SHEET 3 . JAMB HEAD & SILL SECTION INSTALLATION DETAIL AT MEIAL FRAME FRAME FASTENER SEE SHEET 1 FOR REQUIREMENTS SEALANT BY OTHERS ,$ DETAIL AT BLOCK WALL LAMINATED ° RLL.ILIRFA IM1V1\G 1 f]r*ri �01 THE JAMB SHALL BE RABE RABBIT JOINT). SET SORE' SCREWS AND GLUED yWili 1/2° RABBET 1 1/4° ALTERNATE JOINT CONDTRUCTION DETA $INGLE RABBITED JAMB INTERSECTION 0 JAMB w /FULL RADIUS HEAD JAMB (N FULLY G SURFAC & STOPS, POLYUR 3 #10 x 2 PER COI NOTE TF UNITS, T LENGTH TO OBT/ INTO J0: 2°. TYPICAL CORNER DETAIL TfP. AT ALL WROCAV SWIPES SEAL JOINT WITH VULKEM 1' POLYURETHANE SEALANT (1 TYP. _FRAME CORNER DETAIL 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 24 30 36 42 48 54 60 66 72 78 84 96 102 108 114 120 42 55 70 70 70 55 70 70 70 55 70 70 70 55 70 70 70 55 70 70 70 55 66.4 70 70 55 60.1 70 70 55 55.1 70 70 50.8 50.8 70 70 46.9 46.9 70 70 44.4 44.4 70 70 40.3 40.3 70 7 38.7 38,7 70 70 37.6 37.6 70 70 36.6 36.6 70 70 35,7 35.7 70 70 24 30 36 42 48 54 60 66 72 78 84 90 96 48 55 70 70 70 55 70 70 70 55 70 70 70 55. 70 70 70 55 66.6 70 70 55 58.9 70 70 53.3 53.3 70 70 .47.3 47.3 70 70 43.5 43.5 70 70 40,1 40.1 70 70 37.3 37.3 70 70 35.5 35.5 70 70 33.6 33.6 70 70 24 30 36 42 48 54 60 66 72 78 84 54 55 70 70 70 55 70 70 70 55 70 70 70 55 66.4 70 70 55 58.9 70 70 53.9 53.9 70 70 47.6 47.6 70 70 43.6 43.6 70 70 39.6 39.6 70 70 36.8 36.8 70 70 34 34 70 70 24 30 36 42 48 54 60 66 72 55 70 70 70 iailni 70 70 70 24 55 70 70 70 70 55 60.1 70 70 70 53.3 53.3 70 70 60 47.6 47.6 70 70 40.3 52.7 52.7 70 70 47.7 47.7 70 70 24 44.2 44.2 70 70 24 30 36 42 48 54 60 66 66 55 70 70 70 55 66. • 70 70 55 55.1 70 70 47.3 47.3 70 70 43.6 43.6 70 70 47.7 47.7 70 70 . 7! 0 24 � 70 70 70 30 0 36 62.1 70 70 42 1+ : . F.: + 0 48 7z 47 3 W► MMN 54 39.6 39.6 70 70 60 44.2 44.2 70 70 24 55 70 70 70 30 55 70 70 70 36 55 59.3 70 70 42 78 46.9 46.9 70 70 48 ��.1 54 36.8 36.8 70 70 24 55 70 70 70 30 55 70 70 70 36 ,, i 7i 42 84 70 70 48 11 0 7. 54 34 70 70 24 70 70 70 30 70 70 70 36 90 54.5 70 70 42 70 0 48 iailni 70 E 24 70 70 70 30 70 70 70 36 96 2. ' 7. 42 40.3 40.3 70 70 48 33.6 33.6. 70 70 24 55 70 70 70 30 55 70 70 70 36 102 51 51 70 70 42 38.7 38.7 70 70 24 55 70 70 70 30 55 70 70 70 36 108 49.6 49.6 70 70 42 37.6 37.6 70 70 24 55 70 70 70 36 114 55 68.9 70 70 �;;.3 0 24 55 70 70 70 STOP (STRAIGHT JAMB) STOP (RADIUS JAMB) 1 /16"x 3/8' DOUBLE FACED GLAZING TAP * WOOD USED WITH TEST WAS GRADE 2 MAHOGONY. APPLICABLE WITH THESE WINDOWS IS MIN. GRADE 2 STRONGER. PET FILM EXTENDED 1" BEYOND GLASS EDGE AND BEDDED „_-IN SEALANT - CONTINU STOP "ET DOW CO STRUCTI 4d x NAILS 3" FR 3" 0.1 GLAZING DETAIL NTS 7/16 SEE MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.uov/buitdingcode Industrial Millwork Inc. 880 W Highway 36 Seneca, KS 66538 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Stormline" 8' 0" Outswing Glazed & Opaque Wood Door — L.M.I. APPROVAL DOCUMENT: Drawing No. LAG -SL, titled "Storm Line Wood Entry Doors" sheets 1 through 10 of 10, dated 11/27/2001 with revision #7 dated 03/03/2006, prepared by Bromley - Cook Engineering, Inc. signed and sealed by William D Cook, 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 renews NOA # 06- 0411.02 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 07- 0813.06 Expiration Date: October 31, 2012 Approval Date: November 01, 2007 Page 1 Industrial Millwork Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No LAG -SL, titled "Storm Line Wood Entry Doors" Sheets 1 through 10 of 10, dated 11/27/2001 with revision #7 dated 03/03/2006, prepared by Bromley - Cook Engineering, Inc., signed and sealed by William D.Cook, P.E. "Submitted under NOA# 06-0411.02" B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Large Missile Impact Test per SFBC, PA 201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of XX and OXX wood swing doors, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0210 -0508- 01, dated 05/02/2001, with addendum letter dated 09/27/2002, all signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA# 06-0411.02" 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 2) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 3) Large Missile Impact Test per SFBC, PA 201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of XX wood swing doors, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0210 - 0809 -01, dated 08/01/2001, with addendum letter dated 09/27/2002, all signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA# 06- 0411.02" C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by Bromley - Cook Engineering, Inc., dated 03/14/2006 signed and sealed by William D.Cook, P.E. Complies with ASTM E1300 -98/02 "Submitted under NOA# 06- 0411.02" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO E -2 J eD.Gasco P.E. Chief, Product Control Division NOA No. 07- 0813.06 Expiration Date: October 31, 2012 Approval Date: November 01, 2007 Industrial Millwork Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 1117.05 issued to Surface Specialties, Inc. for their "Uvekols, a Laminate Glass Component" dated 02/05/2004, expiring on 02/08/2009. 2. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for their "SAF -GLAS Polycarbonate Laminate" dated 01/02/2003, expiring on 12/16/2007. 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for their "Saflex III Clear or colored interlayer" dated 05/04/2006, expiring on 05/21/2011. F. STATEMENTS 1. Statement letter of conformance, dated February 21, 2002, signed and sealed by William D Cook, P.E. "Submitted under NOA# 06- 0411.02" 2. Statement letter of no financial interest, dated February 21, 2002, signed and sealed by William D Cook, P.E. "Submitted under NOA# 06- 0411.02" 3. Laboratory compliance letter for Test Report no. HTL- 0210 - 0508 -01 and HTL- 0210- 0809-01, issued by Hurricane Test Laboratory, Inc., dated December 13, 2001, signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA# 06- 0411.02" G. OTHER 1. Notice of Acceptance No. 06- 0411.02, issued to Industrial Millwork, Inc. for their Series "Stormline" 8' 0" Outswing Glazed & Opaque Wood Door — Impact", approved on 12/07 /2006 and expiring on 10/31/2007. Jaime D. Gascon, P Chief, Product Control Division NOA No. 07- 0813.06 Expiration Date: October 31, 2012 Approval Date: November 01, 2007 E -2 (6) 812 SCREWS @3', 6" &9" EACH SIDE- 6 SCREWS TOTAL 148 1/4* STORMLINE WOOD ENT W DOORS IN STRIK PLATE (2)812S 11EWS 1 37 rn 11De1- FIXED LATE STYLE oi � - \ '‘.7 1G1I I G21 \ RPt • RP1 CB 123 o 1 o \\ LJ m / / p — x L `\\ MP \ \ \ \ x\� ° 30 MAx DLO 0 FIXED SIDE LTE Ste" LI SIDEUTE ANCHORAGE TYPICAL AT MULLION (2)&0 TAPCONS EACH SIDE FIXED SIDE LITE (8) 812 SCREWS G 3 ", 8 4 9" �y� IN STRIKE PLATE (2) 812 SCREWS EACH SIDE- 6 SCREWS NTAL SEE DETAIL 'A SHT 3 TYPICAL FOR ALL HINGE FASTENING 37 3/4° 112 3/4" 37 3/4° 1 1 1 1 1 1 1 1 FIXED-SOB LaE TYPICAL MULTIPLE UNIT CONFIGURATIONS GENERAL NOTES: 1. THIS DOOR SYSTEM HAS BEEN TESTED, ANALYZED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE DESIGN LOAD TABLES. 2. BUCK OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WITHSTAND WIND LOADS FOR EACH APPLICATION. 3. BUCK FASTENERS MAY NOT EXCEED 18" O.C. SPACING AROUND OPENINGS. 4. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & MAY NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. 5. THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR WATER, ASR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRFCSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA -201, 202 & 203. 6. ALL JAMB TO BUCK FASTENERS MUST PENETRATE THE BUCK MINIMUM OF 1 114 ". LF PENETRATION 15 LESS THAN 1 1/4 °, SCREW LENGTH SHALL BE INCREASED AS REQUIRED. 7. THESE GLASS DOOR SYSTEMS HAVE BEEN DESIGNED N ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE. 8. WIND LOAD INCREASE FOR STRESS HAS NOT BEEN APPLIED TO THIS PRODUCT. DOOR PANEL GLAZING G1� 7N8" LAMINATED 3/18" 13!1 "ANNEALED WITH .090 SOLUTIA SAFLEX 1 KEEP SAFE GLAZED WITH 1/8"x MP BEAD OF DOW 9995 EACH SIDE. (2) Z"0 TAPCONS EACH SIDE IN STRIKE PLATE 'TPPIM 12° I I 6° OIC TYPICAL SINGLE LEAF DOORS NOTE: FOR FIXED DOOR UNITS, (P ON-OPERABLE) ANCHOR DOOR LEAFS TO FRAME AS PER SIDELITE INSTALLATION MAX. ALLOWABLE WIND PRESSURE FOR IMPACT DOORS 7/18" LAMINATED 'SAE GLASS" 3/16° / 3118° ANNEALED WITH 0.070' POLYCARB BY SECURITY IMPT. GLASS GLAZED WITH 1/8" x 5/8" BEAD OF GE 2801 EACH SIDE WHERE THE WATER REQUIREMENTS FOR 'HIGH VELOCITY HURRICANE ZONES' ARE NEEDED 7118° LAMINATED 3/16'! 3/16' ANNEALED 1MTH .0100" tNEKOL INTERLAYER BY SMITH MOUNTAIN GLAZED WITH 1/8" x 5!8" BEAD OF DOW 995 EACH SIDE REDUCED HARDWARE DOOR SCHLAGE CYLINDRICAL LOCK & SURFACE BOLTS St TOP & BOTTOM +55 psf - 55 psf PRODUCT RENEWED as complying with dm Elands Building Code Aw m No AL Z Miami i.:., Product Control Divbioo 0 0 0 mmr STANDARD HARDWARE DOOR G-U CREMONA 5 POINT LOCK +55psf -55 ILE LARGE MISSILE IMPACT RAISED WOOD PANEL, MAHOGANY WHERE THE WATER REQUIREMENTS FOR 'HIGH VELOCITY HURRICANE ZONES' ARE NOT NEEDED GLAZING: LARGE MISSILE IMPACT RESISTANT GLASS DOOR PANEL MAX DLO 251/2° x 81 5/8' SIDE UTE MAX DLO 30" x 81 6/8° STANDARD HARDWARE DOOR G-U CREMONA 5 POINT LOCK +SSpsf -85 DOOR PANEL MAY BE RAISED WOOD PANEL OR GLAZED OR COMBINATIONS REDUCED HARDWARE POOR SCHLAGE CYLINDRICAL LOCK & SURFACE BOLTS @ TOP & BOTTOM + 55 psf - 55 paf DATE 11127/01 DRAIG NO- LAG-SL SKEET ND 1 OF10 - RPt • A al 1 r A AIM v °° CB 123 o 1 LJ -- 1 1 1 1 1 1 1 1 FIXED-SOB LaE TYPICAL MULTIPLE UNIT CONFIGURATIONS GENERAL NOTES: 1. THIS DOOR SYSTEM HAS BEEN TESTED, ANALYZED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE DESIGN LOAD TABLES. 2. BUCK OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WITHSTAND WIND LOADS FOR EACH APPLICATION. 3. BUCK FASTENERS MAY NOT EXCEED 18" O.C. SPACING AROUND OPENINGS. 4. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & MAY NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. 5. THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR WATER, ASR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRFCSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA -201, 202 & 203. 6. ALL JAMB TO BUCK FASTENERS MUST PENETRATE THE BUCK MINIMUM OF 1 114 ". LF PENETRATION 15 LESS THAN 1 1/4 °, SCREW LENGTH SHALL BE INCREASED AS REQUIRED. 7. THESE GLASS DOOR SYSTEMS HAVE BEEN DESIGNED N ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE. 8. WIND LOAD INCREASE FOR STRESS HAS NOT BEEN APPLIED TO THIS PRODUCT. DOOR PANEL GLAZING G1� 7N8" LAMINATED 3/18" 13!1 "ANNEALED WITH .090 SOLUTIA SAFLEX 1 KEEP SAFE GLAZED WITH 1/8"x MP BEAD OF DOW 9995 EACH SIDE. (2) Z"0 TAPCONS EACH SIDE IN STRIKE PLATE 'TPPIM 12° I I 6° OIC TYPICAL SINGLE LEAF DOORS NOTE: FOR FIXED DOOR UNITS, (P ON-OPERABLE) ANCHOR DOOR LEAFS TO FRAME AS PER SIDELITE INSTALLATION MAX. ALLOWABLE WIND PRESSURE FOR IMPACT DOORS 7/18" LAMINATED 'SAE GLASS" 3/16° / 3118° ANNEALED WITH 0.070' POLYCARB BY SECURITY IMPT. GLASS GLAZED WITH 1/8" x 5/8" BEAD OF GE 2801 EACH SIDE WHERE THE WATER REQUIREMENTS FOR 'HIGH VELOCITY HURRICANE ZONES' ARE NEEDED 7118° LAMINATED 3/16'! 3/16' ANNEALED 1MTH .0100" tNEKOL INTERLAYER BY SMITH MOUNTAIN GLAZED WITH 1/8" x 5!8" BEAD OF DOW 995 EACH SIDE REDUCED HARDWARE DOOR SCHLAGE CYLINDRICAL LOCK & SURFACE BOLTS St TOP & BOTTOM +55 psf - 55 psf PRODUCT RENEWED as complying with dm Elands Building Code Aw m No AL Z Miami i.:., Product Control Divbioo 0 0 0 mmr STANDARD HARDWARE DOOR G-U CREMONA 5 POINT LOCK +55psf -55 ILE LARGE MISSILE IMPACT RAISED WOOD PANEL, MAHOGANY WHERE THE WATER REQUIREMENTS FOR 'HIGH VELOCITY HURRICANE ZONES' ARE NOT NEEDED GLAZING: LARGE MISSILE IMPACT RESISTANT GLASS DOOR PANEL MAX DLO 251/2° x 81 5/8' SIDE UTE MAX DLO 30" x 81 6/8° STANDARD HARDWARE DOOR G-U CREMONA 5 POINT LOCK +SSpsf -85 DOOR PANEL MAY BE RAISED WOOD PANEL OR GLAZED OR COMBINATIONS REDUCED HARDWARE POOR SCHLAGE CYLINDRICAL LOCK & SURFACE BOLTS @ TOP & BOTTOM + 55 psf - 55 paf DATE 11127/01 DRAIG NO- LAG-SL SKEET ND 1 OF10 74 1/2° OVERALL UNIT FLUSH BOLt 74 1/2" OVERALL UNIT SEE DETAIL STRII5 KE PLATE PRODUCT RENEWED SEE DETAIL 4 '° coDlptyioswitntbeFlnfida ,? n�tR Cade No4 -0. 3 O dGq,l. ,...,, . ULL1ltstl,✓ SEE DETAIL 36" DOOR 25 1/2" MAX. DLO REDUCED HARDWARE 6" MAX 1 2 "MAXI 4" I 6 "I MAX 6" MAX 12 "MA f7.USH SOLT 311 TYP SEE DETAIL 2 -POINT THROW ROO ON INACTIVE LEAF SEE DETAIL (2ySTRIKE WO PLATE NSI 311 2AIOR MULTI POINT LOCKING HARDWARE ELEVATION OF OUTSWING WOOD DOORS DOOR ASSEMBLY DETAILS (UNIT SHOWN FROM EXTERIOR) SCALE: 314" 1b" (2) JAMB FASTENERS THRU HINGE (1) THRU FRAME 27 1 28 1 SEE DETAIL 'A' SHT 3 TYPICAL FOR ALL HINGES 29 132 1 TYP STRIKE PLATE WP (2)114"0 TAPCONS ELEVATION OF OUTSWING ARCHED TOP DOORS DOOR ASSEMBLY DETAILS (UNIT SHOWN FROM EXTERIOR) SCALE: 3l4 °" 1'47 ry& u■;c; a4.`.E.$ L'L'�S cue as Fbes413 DATE 11/27/01 DRAWDIDNQ LAGSL SHEET NO 2 OF 10 1 l J WEe C.4.Ater 5ITE DOOR WILE Of DOOR IL ZT f NTERIOR 111 FACE y lall IMP) Rd FINISH TAIL) iir.:.f• , 112 smews) ARE5 APPLIED MUNTIN —....0•01.al_aMIPIIIIIM TYPICAL H , Ea1021Caleal 0 II 0 111 2x1 I ) le* " 130,-RS 0111001.-"a___, _1•!..-...ra' SEALANT .., millatiMI 1111111 OM V. dr F..07. //4,/i9I/4/4/7./0 /41151/"..0% a ••■ Jai. Ilk 2 mi- Mir r .2„_E- EDE vi DOW OR OE wawa GEE MASS =RECUR BHT 1 flEALANT /03..< 50 HEAD EACH ROE OF OLOSS 01,12.x 1-1.R. ' . • , = Ea GLASS DETAIL FOR IMPACT DOORS "A". DECORATIVE GE IMO SURFACE APPIED MUNTINS ( 7/16" L6M1NA.TED GLASS ) DETAIL SCALE: NTS :I 31 , d .4 1 (TYPICAL AT ALL HINGES) 1 1E1 JGINEERIN 3 SERVISE itl AVIVert, MS MI 64 ORRIALIL Fk F A 47724804 if, AVM 00360812 Virii PRODUCT RENEWED 9 If 1 3/4' as tomplwag with the Ronda Bnildbig Code Acceptance No 0 -0 ,-: . Sell _ 4/8/A — . • Prolteontrol itkfi. 5° 46 1 tA [OP RI i ,...:.:.-ri"..,..4 A = .,,: ..t. _ ■,..k1 =1, = t.: , Or , A ''' ''''' 1..i, 14 11/ EXTERIOR !I INTER/OR WOOD PANEL DETAIL R D1 nrAnLN* WEEITICk OF 10 SCALE: NTS 2A Ob 1.28 tORt 3 l EMOK.FASIENO1 TRW EY OTHERS [NI :iOR BUCK FASTENERS SEE ENLARGED GLASS DETNLS PAGES €n t'IOR 114' MAX. INTERIOR IN TERIOR 61MOSANYSE4nxGMOCK t TIT TYP. THRESHOLD SECTION INSTALLATION DETAIL 0) CONCRETE SILL TYP. SILL SECTION INSTALLATION ft SIDE LIGHT DETAIL a CONCRETE SILL acme HALF SCALE DATA 1127101 SHEET MR 4 OF 10 3/18° THICK STEEL SS FLA BAR (1 1 /8" x 10°) @ TOP & BOTTOM OF EACH DOOR m 126 1- - STAGGERE ASTRAGAL HORIZONTAL iECT1ON" SCALE: HALF SI .LE (SEE SHEET 4 FC t JAMB INSTALLATION D TAILS) INTERIOR SIDE INTERIOR viii /iri /iti/ EXTERIOR (4) SCREW HOLES PER PLATE COUNTER SUNK FOR 58 FLAT HEAD WOOD SCREW (BOTTOM) BOTTOM OF DOOR P.T. BUCK -2914' MIN. SY OTHERS EXTERIOR SIDE MULLION 140 37 EMBED 1 MP MIN FIXED m JAMB )II (FIXED SIDE LITE © ` m OPERABLE PANEL ® INTERIOR SIDE ® #115101i ® INTERIOR SIDE o o , � /iiiiiiiiii�i i - -- •••,_--- �.._ ---� ,iii,. RI �►i Ji if iii r ! BEE ENLARGED 2. FOR NARROW STYLE SIDE LITE EXTERIOR SIDE I m • m EXTERIOR SID: � GAGE3 � STRUCTURAL MULLION ATTACHMENT 000R BELOW STEEL FLAT BAR DETAILS (APPLIED TO TOP AND BOTTOM OF EACH DOOR) SCALE: HALF SCALE 110c1 10C BED IN GE 2841 SILGLAZE SEALANT • PRODUCT RENEWED CCede the Florida BuildBIS Acceptance No O/ F7l£ s, Expiration By Product Control Division 5 PRODUCT RAM=EL) as comptyivrt as Mikis . r2 EA . o ^ DATE 11/27101 DR4WNG ND: LAG SHEET NO 5 OF10 GLUE WITH FRANKLIN INTERNATIONAL MULTIBOND-2000 WOOD GLUE) 0 te 0 0 t,4 GLUE WITH FRANKLIN INTERNATIO AL MULTIBOND-2000 WOO. GLUE CAULK JOINT ,-- / DURING ASSEMBLY 0,4 TYP. FRAME CORNER DETAIL (ALL MEETING JAMB MEMBERS TO BE SCREWED AT ALL CORNERS) SCALE: NTS MULTIBOND-21300 WOOD GLUE) GLUE WITH FRANKLIN INTERNATIONAL 2 1/8" TYP. THRESHOLD CORNER DETAIL IEI DOOR PANEL CORNER DETAIL SCALE: ^ /4" =1" (ALL MEETING JAMB MEMBERS TO BE SCREWED AT ALL CORNERS) SCALE NTS GLUE WITH FRANKUN INTERNATIONAL MULTIB°ND-2004 W000 71.41 121 2 1/8" TYPICAL MEETING RAIL DETAIL SCALE: ye = I 0 ARCHED DOOR PANEL CORNER DETAIL SCALE: 1/4' = 16—ODUcr RENEWED as complying with the Florida Building Code Acceptance No 2)4" Expiration rttel,itin• sa at;i1 Inttrina EMcli4rn ■Ztotit rtect:.:tt•.,:nt ®O 0-26 0-54 D-102 D-i81 0-55 0-145 0-594 D-84 0-35 P D-60 D-62 111 BBB 0 00 D-36 D-43A D-46 0-68 D-146 D-182 D-183 0-82 D2 0-88 D^�24 APPUCABII SOLID WOOD RAISED PANEL DOORS YKUUUC( RENEWED as complying with *ha Honda Building Code At Imo �I7K�lLr,: ale b9 L..... --..� r., ..,� - PmdumCawwl 0-54 0-86 db 00 0 0 .06 Division D-226 D-382 ssii;:r't D-22 NOTE: DOOR PANELS MAY BE RECTANGULAR ARCH' TOP,ORROIR4D TOP D-220 D-51 0-490 D-53 550 D-56 Emu ono nun ourf nuNI Dia APPLICABLE GLAZED PANEL DOORS NOTE: APPLIED MINIMS USED FOR DIVIDED LIGHTS rLi D-61 PRODUCT RENEWED as complying with tbe Florida Building Code DatoMaii Acceptance No PrtflIM.21' $1451.1t 1;:yedmtkv nPe iE 3 1/8° 3 V8° 10B 9 -1/4° Tom RNA— tt _Etna liOCI me 2° $IDiLIT._CiF11 p J:.— ,- --'"r- � OPT - utte7lx StIW K'EI�' I 9 L 6TIL.E ri'" VA: - J. ; --- ...1---__ ........ • loll Al 111111,........--... / JAMB r 1 I NOT TO 5 -'""- ° 2 3/S �-� •—'� III 13/4° k r d° /4 E1 OB I wwyy STORM LINE WOOD ENTRY DOORS roAiitirA LAG DESIGN INDUSTRIAL MILLWORK CORP WEST NANAY 8B SEnFHIA K8 86888 (&IO$82 sere STILES & RAILS �li �1 ( G��A�� SCALE: N.T.S. - :.-..- j It8° OAK CAN 8 SC { 8 1 ,LEN TO SCALE: NOT TO SCALE PROOOCI'RENEWED {iLUMiNUPJ CAP wu,oPl�a ° SCALE NOT TO SCALE smlr INDICATES LAMINATED (60&3 -T5} Accepienx No - °.: _ . PLYWOOD TYP. 1 ° •.rliy •: -1J YtY_•12 1 m j 1 Miami .,,,:. • . A.. P.mual E p TAIL .245. Ulvlsion 0b50 AM PLAN eaeu fa° ! ; i 2 11 1 I 2 5IS• �+ `s�'� �,` REINFORCING IG 'LPTE } 14 j f ��/ scuErT Tsca e 1 I WEATHER STRIP 1131 2 Vlb° U8° O O `4s° { I S "IG•NorTOs STRIKE PLATE 1 5 1 3/8° RmSeB x ®Ri1T GiEEP 'O� ,,/,�" i 1 ',,. 'i /„ J 7l 'I (6063 -m) SCALE NOT TO SCALE j o ."4 c ..,:._. 5t8° fi 1 T!8° + • ° ., 1r 1° � A' > }� x . V2° 3M° 3/40 2 f ,� 3ls• ui 5° ___ 1 1QLD 17 } ALUMINUM TO o ` ASTRAGAL} 12 J OT SCALES9 CA GLASS 11 SCALE NOT TO SCALE (6063 -T5) - GSS STOP 1 1 9 OF 10 SCALE NOT TO SCALE MATERIAL LIST 1. SIDE & HEAD JAMB (1 1 /4" X 514' RABBETED & KERFED MAHOGANY OR OAK NOTE: WOOD SPECIES OF EQUAL OR GREATER DENSITY MAY BE SUBSTITUTED F 2. LOCKING HARDWARE: A. SCHLAGE LOCK MODEL 580 & DEAD BOLT @ 38" & 52" ABOVE BASE OF DOOR 8' SURFACE BOL1 S AT TOP AND BOTTOM OF ACTIVE PANEL B. G.U. HARDWARE CREMONA R2 (6 POINT) DOOR BOLT SYSTEM WITH LEVER I+ NDLE & STRIKE AT 38' ABOVE BASE OF ACTIVE DOOR AND SHOOT BOLT MORTISED INTO DOOR PANEL WITH TOP AND BOTTOM STRIKES. 3. DOUBLE ACTING FLUSH BOLT BY H.T.L (HARDWARE TECHNOLOGIES LIMITED) THE INACTIVE DOOR WITH TOP AND BOTTOM STRIKES. 4. 81 EEL HINGES 4 172' X 412' X 3/32° THICK LEAFS (GENERIC) PAINTED, STAINL'E 5. STRIKES: HEAD AND SILL STRIKE PLATE. ALUMINUM BAR 0.125' THICKX 1 12" 6. GLASS: SEE GLAZING TABLE ON SHEET 1 7. 5".X 13/8° 8083 -T5 ALUMINUM BUMPER THRESHOLD. 8. MAHOGANY / OAK OR 6083 -T5 ALUMINUM THRESHOLD CAP. 9. 1.75° X 525° MAHOGANY OR OAK STILE (OPERABLE DOOR) 10. RAILS: A. 1.76* 8.25° MAHOGANY OR OAK TOP RAIL 8. 1.75' X 9.25° MAHOGANY OR OAK BOTTOM RAIL C.1.75" X 2' MAHOGANY OR OAK STILE - (FIXED LITE) 11. GLASS STOP 5/8" x 5/8 ". 12. ASTRAGAL 2 3/16" X 4118' LAMINATED LVL HARDWOOD PLYWOOD WITH 1 3/4° F 13. WEATHER STRIP 518° Q-LON ODS-850. 14. TOP / BOTTOM DOOR GUIDE REINFORCING 3/18" THK. STAINLESS STEEL x 10° L 15. PANEL. LAG BOLTS A. PANEL 3/8° x 17 STEEL LAG SCREW B. PANEL 3/8" x 5' STEEL LAG SCREW 18. SILICONE BACK BEDDING GLAZING SEALING GLASS TO PANEL O.E. OR DOW CORNING 17. 4d X 1 1/4' FINISHING NAIL 1" FROM CORNERS AND SPACED MAX. 212° O.C. FASTENING GLASS STOPS TO PANELS. 18 -SOUD MAHOGANY RAISED PANEL -1 12' THK. © CENTER, 518° THK. @EDGES 19. MIN. 2X4 P.T. BUCK BY OTHERS. 20. #10 x 212" F.H.S.M. S. (3 PER JAMB CORNER FASTENING JAMB TO JAMB). TYP. 21. NO. 8X 2" PFHSMS F ASTENING REJNF..TO DOOR RAIL 22. NO. 8 X 3/4" PFHSMS FASTENING STRIKE PLATE TO HEAD JAMB AND SILL (2 PER PLATE). 23. NO. 12 X 2 1/4' PFHSMS FASTENING STRIKE PLATE TO HEAD JAMB & BUCK (SCREWS PENETRATE THROUGH JAMB & INTO BUCK 1 12° ). 2 PER PLATE. 24. NOT USED 26. NOT USED 28. NO. 10"x2" TO INACTIVE PANEL ASTRAGAL (1° FROM END, BALANCE @ 11" 0 /C. STAGGERED. MIN.) 27. NO. 12X 1 1/2' FHSMS FASTENING HINGE TO JAMB (2 PER HINGE). 28. NO. 12 X 2° FHSMS FASTENING HINGE TO JAMB (2 PER HINGE). FASTENERS: MUST PENETRATE BUCK MIN. 1 1/4° - LENGTH AS REQ'D. 29. NO. 12X T FHSMS FASTENING HINGES TO PANELS (4 PER HINGE). 30. NO. #10 X 3" SMS FASTENING THRESHOLD TO WOOD FRAMING. POSITIONED AS SHOWN ON ELEVATION VIEWS AND SECTIONS EMBED INTO BUCK MIN 1 114'. 31.1/4° TAPCONS (LENGTH AS REQUIRED FOR MIN. 1 1/2" CONCRETE EMBED) POSITIONED AS SHOWN ON ELEVATION VIEWS AND SECTIONS. 32. NO. 12 F.H.S.M.S. FASTENING JAMB TO BUCKS. EMBED 1 1/4' MIN. 33. No.8 x 212° SMS THRU JAMBS & INTO SCREW SPLINES IN THRESHOLD (3 PER CORNER) R ALL WOOD COMPONENTS .ND IVES 363 S STEEL, OR OTHER FINISHES. 8° BBET ON INACTIVE SIDE AND 21/6` RABBET ON Al IVE SIDE x 1 118" WIDE 34. NO. #8 X 212° F.H.S. M.S. FASTENING MUW ONS TO PANELS (4" FROM CORNERS & 8° 0/0.) 35. NO. 12 X 1 12° F.H.S.M_S. (2) la 1° FROM ENDS, BALANCE @ 12' 0 /C. (SINGLE ROW FOR BALANCE) 38. NO. 12 x 3' F.H.S.M.S. -1° FROM ENDS, BALANCE @ 12" 0/0. 37. NO. 12 x 312° F.H.S.M.S. -312' FROM ENDS, BALANCE @ 171/2" 0/0.1 JAMBS EMBED 1 1/4" (MIN) INTO BUCK 38. NO. 12 x 31/2° F.H.S.M.S. - 3" FROM ENDS, BALANCE @ 12° 0/C. / HEAD EMBED 1 1/4" (MIN) INTO BUCK 39.1/4' DIA. x 212' TAP -CON w/ 1 1/4° MIN. EMBED @ SILL 40.3/4" x 51/4" STRUCTURAL MUWON COMPOSED OF 13 PLY HARDWOOD PLYWOOD i'RODUCT RENEWED as compIying with the Murk% AMvaplwxcNo O7-OBI .06 Dale ['14377'_" 12 O J w $0 R"BDaL . t..xx 141 6 U DA1 11127!01 DtiAWNUN LAG-SL SHEET NO: 10 OF 10 MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Polyglass USA Inc. 150 Lyon Drive Fernley, NY 89408 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 oftbee • applicable building code. • • •••• • • • •• • • •• This product is approved as described herein, and has been designed to comply with the4lesida Buiidiig• • Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystiek P, Basik, IR/IRX, TU, TU Plus and MU Underlaymen4 : :: • • • . •. LABELING: Each unit shall bear a permanent label with the manufactures name or krgo►,city, stale • • • and following statement "Miami Dade County Product Control Approved ", unless othgtti motes • • in. •••• • • RENEWAL of this NOA shall be considered after a renewal application has been filed agiti liere h , • • • 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 No. 06-0424.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No 06- 0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Pagelof6 ROOFING COMPONENT APPROVAL Catenorv: Roofing Sub -Cates orv: Underlayment Material: SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Stion Description Polystick P Roll: ASTM D 1970 A polyethylene top surface, self- adhering, underlayment 75' x 3' SBS polymer modified bituminous sheet 40 mils thick material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Basik Roll: ASTM D 1970 A homogeneous, rubberized asphalt underlayment 65'8" x 3'3-34" waterproofing membrane, glass fiber 60 mils thick reinforced with polyolefinic filin on the upper surface for use an underlayment for metal roofing. Polystick lR/IRX Roll: TAS 103 and A fine granular /sand top pillage self- • ,, „ • • underlayment 65'8" x 31-34" ASTM D 1970 adhering, APP polymer rilvdiTiel , . .. • • 80 mils thick fiberglass reinforced, bitamius sheet •:.. • • material for use as an underlayment in • • • sloped roof assemblies. Psbid as • ice & rain shield and as a flldtfoof tile* • • • • • underlayment • • • • • • Polystick TU Roll: TAS 103 and A heavy granuled surface sel , elhering, . • • underlayment 32' 10" x 3'3-34" ASTM D 1970 APP polymer modified, $beiss or .... • 100 mils thick polyester reinforced, bituminous sheer•... • • material for use as an- underlayment iv • •.: • • sloped roof assemblies. Designed as a a • • roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A non wicking fabric surfaced, self - underlayment 65'8" x 3'3-34" ASTM D 1970 adhering, APP polymer modified, (Facer of Membrane 80 mils thick fiberglass reinforced with a high strength Labeled in Orange polyester fabric, bituminous sheet material or Black Ink) for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. Polystick MU Roll: TAS 103 and A non wicking fabric surfaced, self - underlayment 65'8" x 3'334" ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No 06-0503.01 Expiration Date: 09/13/11 Approval Date: 11130/06 Page 2 of EVIDENCE SUBMITTED: Test Aeencv Exterior Research & Design, LLC PRI Asphalt Technologies Test Identifier Test Name/Report #11756.04.01 -1 TAS 103 #11756.08.01 -1 ASTM D 1970 #02202.08.05 TAS 103 PRI01111 ASTM D 4977 PUSA-005-02-01 ASTM D 4977 PUSA -018 -02 -01 ASTM D 2523 PUSA- 035 -02-01 TAS 103 PUSH 033 -02 -01 ASTM D 1970 INSTALLATION PROCEDURES: Deck Type 1: Base Sheet Fastening: Membrane: Surfacing Date 04/27/01 08/14/01 08/29/05 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 Wool, non-insulated, new construction One or more plies of ASTM D 226 Type 11 or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Polystick membranes self - adhered None • • •• • • 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten a j deckjng •. panels, and sweep the deck thoroughly to remove any dust and debris prior to application. • •: • • • 2. Place the underlayment over metal drip edge in accordance with RAS 111. ... .. . 3. Place the first cOmse of membrane parallel to the eave, rolling the membrane to d axim4n• .. • contact Remove the release film as the membrane is applied. . All side laps shallot aininimum • • • of 3 -%2" and end laps shall be a minimum of 6." Roll the membrane into place after removing • release strip. Vertical strapping of the roof with Polystick is acceptable. Membilfte51411 be backs nailed in accordance with applicable building code. • • • •••• • • 4. When applying the membrane in the valley, start at the low point and work to the'bigh faint, • • • • •• rolling the membrane from the center outward in both directions. • .•• S. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 3 of 6 GENERAL LIM1TATTIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basil( shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. S. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P and Basik shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IR/IRX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the proceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive sett .. and mechanically fastened roof tile applications. Polystick IRJIRX is limited to nKech#nically • • • • •' fastened roof tile applications. The maximum roof slope for use as roof tile underldyment for: •••• (direct -to-deck) tile assemblies shall be as described below: • • .•• Tile Profile Polystick IRIIRX Polystick MU PolystickTU, TUZ.)as. won: • .. Flat Tile 5:12 No limitation Profiled Tile Prohibited 5:12 Attestation • •. The above slope limitations can be exceeded only by using battens and counter battens1n accordance"• • with the Approved Tile System Notice of Acceptance and applicable Florida Building pgIV : requirements. • •••• • 9. Care should be taken during the loading procedure to keep foot traffic to a mininitnn4rel to avg4 • dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading '.: procedure. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30106 Page 4 of 6 GENERAL LIMITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/IRX, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basile, IR/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement "Miami -Dade County Product Control Approved". BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. ••.. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK 11E1RANE61• • • • 1. Polyglass does accept the direct application of Polystick underlayment membranes®. wood deck4►. ° • • Installers are cautioned to refer to applicable local building codes prior to direct •installation • • • to ensure this is acceptable. Please also refer to applicable Product Data Sheets 4f'th0 • • •. • • .... .. corresponding products. • • •••••• • ••• 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back=nailed in •.. • selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gaup:: pierstank type,. applied with a minimum 1" metal disk as required in Dade County or simplex tylle nail as • • • • • • otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick Ttj Pl 'and • • • • Polystick MU should be back nailed in designated area marked "nail area, area paca'cla$ar" ortfife, face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the "• area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass 2000 MB Plus trowel grade or other approved premium SBS modified trowel grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 'h "112 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. NOA No 06. 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 5 of 6 • • • • 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass MB 2000 Plus Trowel Grade Mastic or an approved premium SBS modified trowel grade mastic to the area in need of repair, followed by a patch of the Polystick material of hie kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 8944563. • • •• • • 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Paystict self- • • • • adhered underlayments. Warranty must be requested and registered by Polyglass tom & fora..:..' 14. Questions in regards to the application of Polyglass products should be directed tee•T•echnical • Services Department at 1(800) 8944563. • • • • •• • • • • • • • • 15. Polyglass recommends that applicators follow good roofing practices and applic jg pgiteedurel.a:.. outlined by the National Roofing Contractors Association (NRCA). • •' • •' '• • • • PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIM TAI3O1'1SPF • • • • • SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLA,SS • • •• . • • •• • • • •• REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No 064505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 6 of 6 t � t MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 148 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is Ding issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is detennined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane • • • • • • Zone of the Florida Building Code. DESCRIPTION: Polypro® AHI6O RENEWAL of this NOA shall be considered after a renewal application has been filed and Minas as been rfo 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 reiFtVor chariear ie materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endpggpt of any product, for sales, advertising or any other purposes shall automatically terminate this NOA; Fatluee to copy 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 follower 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: Roofing Sub Category: Roof tile adhesive Materials: 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® AH 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: Product Dimensions Test Specifications Polypro® AH 160 N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment • • •• • .. '....' • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current aVtA. whic'b :..' • list moment resistance values with the use of Polypro A11160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTME96 ASTM D 2126 ASTM D 2856 •••• .. • • • .... • .. .. .. • • .... .. • • Results • 1.6 Ibs. /ft.s 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% • .. • • .... • • • • .... • .. • ... • .. .. Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM tat 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 SUBMITTED: 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 5284549 -1 528454-10 -1 520109-1 TAS 101 12/28/98 520109-2 520109-3 ••••• • 520109 -6 • • • • • • • • 520109 -7 • • 520191 -1 TAS 101 • • • • • b3f02/99 • • • 520109 -2 -1 ••••• • • • • • • • • • • •••• • •• LIMITATIONS: • • •• •• • ••• • • • •• • • • • 1. Fire classification is ....t part of this acceptance. Refer dte Prepared Roof ..... . • • . • for _ • rating. 2. Polypro® AH 160 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® AH 160 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 roadie adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. / IF` w \2; MS NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polypro® A11160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® A11160. 2. Polypro® A11160 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® A11160 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 Instnrction and Maintenance Book let. 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. S. 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 the as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 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® A11160 placement and minimum patty weight shall be in accordance wish II; ;Placement.. Details' herein. Each generic tile profile requires the specific placement noted herein... •. e.. • • • Table 1: Adhesive Placement For Each Generic Tile Profile, • • • • . ;' Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two PaddrWeight• per p Mln- (g is): Flat, Low, High Profiles #1 35 /A . • , High Profile (2 Piece Barrel) #1 17 /side on cap and 34,E VA' : •+ Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 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 F.spiration Date: 05/10/11 Approval Date: 04/13/06 Page 4of7 ADHESIVE PLAcEmENT DETAn. 1 SINGLE PATFY 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- 9201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE • • • • • • • • • • • • .. • .... • • • •••• .. • • • • • • • • .... • .. • ••• • • • • •• •• .. • • • • • • • .... • . • • •••• • • • • .. • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA MBTRO -DADE FLAG BUILDING 140 WET FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Entegra Sales, Inc. 81.95. Federal Highway, Suite 300 Stuart, FL 34994 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 Mang-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 NramiDade 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 assurances 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 1Vrami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity iiawieane • • • • •• • • • •• • • • Zone of the Florida Building Code. DESCRIPTION: Skandia Ralf Tile • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1og% cityt •state arid. • • 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 ani1 :41Vhas beirtgi 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 ravisionarr chapgein jhe materials, use, and/or manufacture of the product or process. Misuse of this NOA as an of aft • • product, for sales, advertising or any other purposes shall au tomanrally terminate this NOA.'Paildre to edilipl 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. 00- 1106.03 and consists of pages 1 through 6. The submitted documentation was reviewed by J.: 1 NOA No.: 05- 04131 Expiration Date 12101/10 ApprovalDate 12/011105 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This renews a roofing system using Entegra "Skandia" concrete roof tile, as manufactured for 'integra Sales, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the pry requirements, as determined by applicable Building Code, does not exceed d the values listed in section 4 herein. The attachment calculations shall be done as a moment based system 2. PRODUCT DESCRIPTION Mangy by Skandia. Skandia ABC Durable USA "E" USA Trim Pieces 2.1 Test S t ens Length: 161/2" Width: 13" TAS 112 Length: varies Width: varies Thickness: varies TAS 112 Product BEGINEE Flat concrete roof tile for direct deck or batten nail -on. Accessory trim, concrete roof pieces for use at hips, rakes ridges and valley •... • • terminations COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Tile Nails Tile Screws Rainproof II Ice and Water Shield TU Underiaymnt !Tin. lOdx 3" #8x 2 56" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. 30"x75'roll 36" x 75' roll 60" x 75' roll 36" x 75' roll 39%" x 32'10" roll Test Einacatilla TAS 114 Appendix E TAS 114 Appendix E TAS 104 TAS 103 TAS 103 Product Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Single ply, nat-on underlayment with 2" self adhering top edge Seib adhering Underlayment Self - adhering Underlayment • • • •• • • •••• • •••• • . • • • •.•• • •• • • • • • • .• • .•• • • c •••• • Cwtth '•.•NOM ••• • • • Generic • • (With current NOA) Protect -O -Wrap, Inc. W.R. Grace Co. Polyglass USA, Inc. NOA No.: 05-0413.01 Expiration Date: 12/08/10 Approval Data 12I08/05 Page 2 of 6 Roof The Mortar (" PileTiteTM") Roof Tile Mortar ("Qaickrete® Roof Tile Mortar #1140) Roof Tile Mortar ('BONSAL® Roof Tile Mortar Mix) Roof Tile Adhesive (`Polypm® AB 160") Roof Tile Adhesive (carte Hurricane Clip & Fasteners N/A N/A N/A Various Factory premixed containers Clips him. 1/2" width Alin. 0.060" thick Clip Fasteners Min. 8d x 1 IA" TAS 123 Prepared mortar mix designed for mortar set roof tile applications TAS 123 Prepared mortar mix designed for mortar set roof tile applications TAS 123 Prepared mortar mix designed for mortar set roof tile applications See NOA Two component polyurethane adhesives designed for adhesive set roof tile applications See NOA Single component polyurethane adhesives designed for adhesive set roof tile applications TAS 114 Appendix E Corrosion resistant clips with corrosion resistant nails. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Bermuda Roof Company, Inc. Quickrete Construction Products W.R. Bonsai Co. Polyfoam Products, Inc. Flexible Products Generic (With current NOA) • • • • •••• • • • • •• • • •• • • • 3.2 For mortar or adhesive set tile applications, a static field uplift test in tiataiituce with ' RAS 106 may required, refer to applicable blinding code 3.3 Applicant shall retain the services of a Miami -Dade County Certified eigailory to; �'.' perform quarterly test in accordance with TAS 112, appendix 'A'. SurAlastigg sbail,bq,. „ 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 p e n(jic r to the reef • • slope unless stated otherwise by the underlayment material manufacduerS polblished • • literature. 3.6 This acceptance a is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 "Entegra Sales Inc. Skandia Flat and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations NOA No.: 05-0413.01 Expiration Date: 12/08/10 Approval Date 12i5 Page 3 of 6 Table 2; Restoring Moments due to Gravity - Mg (ft-Ibf) Table 1: Aerodynamic Multipliers - X (ft3) 3": 12" Tile 5":120 X ( .: greater k ( i Profile Battens Batten Application Direct Deck Application Skandia Battens 0.267 Battens 0.289 Table 2; Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 3": 12" 4 ":12" 5":120 6 ":12" .: greater Battens Direct Deck Battens Direct Deck Battens Direct Dedc Battens Direr Deck Battens Direct Deck Entegra Skandia 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7,32 6.26 N/A Table 3: Attachmmnt Resistance Expressed as a Moment - Mt (ft -lbf) For tail -On Systems Tile Probe Fastener Type Direct Deck (Min 15/32" Plywood) Direct Deck (Min. 19/32" PlYwood) Battens Skandia 2-10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 • • • • 18r$ .. 24"4 :..' ,. 24.2 • , •• • 1 #8 Screw 30.8 30,8 ;.,•.: 2 #8 Screw 51.7 51.7 ...... 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 • •.: ••• 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 -••••- 221 "• • • •404 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 • • - - • •324'e' • • • . • • •. 2 -1 Od Ring Shank Nails' 50.3 65.5 48.3 - • 1 installation with a 4- the headlap and fps are last a rnintrnum of 216" from the head of tile. Table 4: Attachment Resistance Expressed as a Moment Mt (ft -Ibi) For Two Patty Adhesive Sat Systems Tile Profile 111e Application Minimum Attachment Resistance Skandia Adhesive 31.33 2 Sae manufactures component approval for irataliation requdrements. 3 Pexibie Products Company'NeBand Average weights per patty 13.9 grams. Potyfoam Product, Inc. Average weight per patty 8 grams. NOA Na: 05- 0413.01 Expiration Date: 12108/10 Approval Data 12/05 Page 4 of 6 Table 4A: Attachment Resistance Expressed as a Moment - Mr (ft-lb f) For Single Patty Adle slue Set Systems Tile Profile Tile Application Minimum Attachment Resistance Skandla PoIyProTM 118.9'` PolyPro*" 40.45 4 Large paddy placement of 45 grams of PolyProm. 5 Medium paddy placement of 24 grams of PolyProT". Table 46: Attachment Resistance Expressed as a Moment - Ililr(ft lbf) for Mortar Set Systems Tie Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "A Dade County Product Control Approved". 5.2 Entegra Sales Inc., Skandia Roof Tile bears the following markings: Skandia, Skandia ABC, Duratile, USA "E" USA, where the E is a stylized logo. 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 appliWg jading. : „• • Code in order to properly evaluate the installation of this systenn,.. :.. MANUFACTURING LOCATIONS 7.1 Indiantown, FL • •••• •• • • • • •. • .. • ••• • • •• • .•• • • • • • •• • .•• •• • • • • • • • • • • •• • • •••• • • •••• ••• • • • •• NOA No.: 05-0413.01 won Date: 12108/10 Approval Date: 12108/05 Page 5 of 6 • • • • .•••• • • • • • PROFILE DRAWING SKANDIA FLAT CONCRETE TILE SKANDIA END OF THIS ACCEPTANCE • • •••• • • • • • •• • • •• •• • • • •••••• •••• • • • • •••• •• • • • • • • • • •••• • •• •• • ••• ••••• •. • • • .. •• .• • • • • • • • •••• • • • • •••• • • ••• ••• •••• • • • • •• NOA No.: 05- 0413.01 Expir:Mon Date: 12/08/10 Approval Date: 15 Page 6 of 6 } MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lomaneo, Inc, 2101 West main Street Jacksonville, AR 72076 MMAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUI DINC3 MO 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 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 immeliateely 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BIB -12, BEB -12, BIB -12TR, BEB -12TR Whirlybirds 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 renews NOA No. 06- 0501.E and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. &or(' NOA No.: 07.0618.411 Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 1 of 6 ROOFING SYSTEM APPROVAL Cateeorv: ,Sub- Cateeorv: (a:. Roofing Ventilation Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product 1119 bid o snecincation pescription BIB -12 WhirlyBird® BIB -12TR Whirlybird® BEB -12 WhirlyBird® BEB -12TR Whirlybird® Turbine Cap 12" wide at base 17- TAS 100(A) Turbine ventilation system for shingle 1/8" high installation. Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick 12" wide at base 20-W' TAS 10(XA) Turbine ventilation system for tile high intallation. Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick 12" wide at base 17- 1/8" high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick 12" wide at base 20-W' TAS 100(A) Turbine ventilation system for tile high intailation. Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick 12" dia. TAS 100(A) Turbine cap to be installed in the event of a Hurricane Warning. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Dimensions So#WIcadon bag& on ASTM D 4586 Asbestos -free, asphalt based roof TAS 100(A) Turbine ventilation system for shingle installation. DEW Asphalt Roof Cement Asphalt Primer Roofing Nails cement. ASTM D 41 Asphalt Primer Minimum TAS 114 Corrosion resistant annular ring #12 x 1114" shank nails Sheet Metal Screws Minimum #10x1/2" TAS 114 Sheet metal screw Menufacbcrer generic generic generic generic NOA No.: 07- 0618.01 Expiration Date: 08/16/11 Approval Date: 08(09/07 Page 2 of 6 EVIDENCE SUBMITTED: Test Aggasz Test Identifier ftiGdROM Center for Applied MDC -117 TAS 100(A) 03/35 Engineering Center for Applied MTS -257493B TAS 100(A) 12/95 Engineering 05/21J07 PRI Construction LOM -012-02-02 TAS100(A) Materials Technologies APPROVED APPLICATIONS Trade name: BIB -12 WhirlyBird®, BEB -12 WhirlyBird® System Type A: Mechanical attachment of turbine vent over composition shingles. Cutout: At chosen location (see Lomanco's instructions for proper placement) and centered between two roof rafters, cut a 12" diameter hole through shingles and sheathing boards. Seal around top and sides of hole with approved roofing cement. Installation: Determine roof pitch in compliance with Lomanco's instructions and align roof pitch number on elbow with indicator line on flashing. Place three short screws through holes that line up with pre - drilled holes in base. Place mounting base unit flat on the shingles on its flashing, and coat underside of base flashing with roofing cement. In its pitch- adjusted position, carefully slide upper half of flashing up roof beneath shingles previously rolled back until base is centered over cutout. Rolling back the shingles where necessary, and rechecking pitch setting for vertical alignment, secure dm base unit to the roof deck with a mini nium of fourteen ring shank roofing nails, equally spaced, approximately" from edge of base per detail drawing "Base ". Nails shall be of sufficient length to penetrate through roof sheathing a minimum of 1 ". Apply roofing cement to underside of shingles overlapping flashing, and press them down onto the flashing. Nail down flashing not covered by shingles VI" to 1" from outer edge with equally spared ring shank roofing nails. Rotate top of elbow to level position by turning counterclockwise. Place locking clamp across seam and tighten as shown in Lomanco's instructions with approved sheet metal screw. Seal all seams and nails with approved roofing cunt. Position whirlybird on the base. Line up the pre - drilled holes in the brackets and base and fasten with approved long sheet metal screws. After installation, verify that whirlybird turns freely. If necessary, minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. Net Free Area: Refer to manufacturers published literature Apply roofing cement to seal all exposed flashing edges and seams. NOA No.: 07- 0618.01 Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 3 of 6 Note: APPROVED APPLICATIONS Trade name: BIB -12TR Whirlybird®, BBB -12TR Whirlybird® System Type A: Mechanical attachment of turbine vent for tile or slate roofing. Cutout: At chosen location (see Lomanco's instructions for proper placement) and centered between two rafters, cut a 12" diameter hole through sheathing boards. Installation: After application of 30 lb. felt and 90 lb. roofing material (hot mopped) per Roofing Application Standards RAS 118,119,120, cut 12" diameter hole in roofing membranes to match previous hole cut in sheathing. Rotate top of elbow clockwise and level in both directions. Prime both sides of base flashing with ASTM D 41 primer, and coat underside of base flashing with ASTM D 4586 flashing cement. Center base over hole and secure the base unit to the roof deck with a minimum of fourteen ring shank roofing nails, equally spaced, approximately 34" from edge of base per detail drawing " Base ". Cut a piece of 90 lb. roofing material a minimum width of 30" x 30" and cut a 12" diameter hole in the center of the roofing material. Place the piece of roofing material over base and hot mop in place. Seal inside center hole of cap sheet with approved flashing cement. Place locking clamp across seam and tighten as shown in Lomanco's instructions with supplied fastener. Seal all seams with approved roofing cement. Position Whirlybird® on elbow and attach using three sheet metal screws provided. Check to see that Whirlybird® turns freely. If necessary, minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. Net Free Area: Refer to manufacturers published literature Note: Apply roofing cement to seal all exposed flashing edges and seams. NOA No.: 07- 0618.01 Expiration Date: 08/16/11 Approval Date: 08109/07 Page 4 of 6 LIMITATIONS: 1. Refer to applicable building codes for required ventilation. 2. BIB -12, BEB -12 Whirlybird® turbine roof ventilators shall be installed over composition shingles roofs only. 3. BIB -12, BEB -12, BIB -12TR, BEB -12TR, Whirlybird® turbine roof ventilators shall not be installed on roof mean heights greater than 33 feet. 4. In the event of a Hurricane Warning or in the event of a high wind event with expected wind speeds in excess of 70 mph, the BIB -12TR, BEB -12TR turbine head shall be removed and replaced with the approved storm cap listed herein. DETAIL DRAWINGS BASE 80.187 80.187 0.500 0.128 THRU (3 EQUAL SPACES) • —I.os0 NOA No.: 07- 0618.01 Expiration Date: 08f16/1.1 Approval Date: N/09/07 Page 5of6 DETAIL DRAWINGS (cONC'D) I t , 0 0 0 00 00 00 00 1 BIB -12, BIB-MR 1 0 0 0 0 0 00 00 00 00 1 *- f BEB -12, BEB -12TR END OF THIS ACCEPTANCE NOA No.: 07-0618.01 Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 6 of 6 MIAMI DE COUNTY BUILDING CO ! E PRODUCT NOTI PGT Indus 1070 Tee Nokomis SCOPE: 0 7-v/ VISIIN This NOA a "' n '' e . der tl appli 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 Prodi ot.4ontroi Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade 04%04 reser ; e th 0right to have this product or material tested for quality assurance purposes. If this prooltaa.matellal•fajh to perform in the accepted manner, the manufacturer will incur the expense of such t•.and the AHJ may immediately revoke, modify, or suspend the use of such product or material within theia urlsdictien.� BORA • reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cety Product Control Division that this product or material fails to meet the requirements of the applicable bbrtth:g cods. • • This product is approved as described herein, and has been designed to comply with tJ l Jprida Buildipg 7v DEC 1 1.2007. 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.buildlnucodeonline.com e rules and regulations governing the use of construction • • • • Code, including the High Velocity Hurricane Zone. • • •... • • • • DESCRIPTION: Series BR-710 Aluminum Horizontal Roller Window -LNII ; ... •••• • • APPROVAL DOCUMENT: Drawing No.4127 -1 titled 11 d "Alum. Horizontal Roller Window, Impact'e; • sheets 1 through 11 of 11, dated 02/28/06, 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 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/06, 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) 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 2411 3.2.1, TAS 202 -94 . along with marked -up drawings and installation diagram of XOY aluxeinum hokfz!dntal sliding window, prepared by Fenestration Testing Laboratory, Inc!, Test Repprt, Ng. FTL -4858 and FTL -4859, dated 03/08/06, signed and sealed by"tlndo • •' Largaespada, P.E. • • • C. CALCULATIONS • • • • • • • • • 1. Anchor Calculations and structural analysis, complying with FBCr2004, preilfdldby • PGT Engineering, dated 10/26/06, signed and sealed by Robert IpEfar, P.E. • • • Complies with ASTM E1300 -98 and 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 Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -1 Jaime D. G ' I n, P.E. Chief, Product Control Division NOA No 06-0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW 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. 516° LAMI 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 C.'5/16' LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM P /3 INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) UTES OF 3116° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLOUKEEPSAFE MAXIMUM PVB INTERLAYER F. 7/16° LAMI CONSISTING OF (2) UTES OF 3116' HEAT STRENGTHENED GLASS W TH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/18° LAMI IG: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER H. 13/16" LAMI IG: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318" AIR SPACE AND 5/18° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 1.13/16° LAMI 10: (1) UTE OF 1/8° OR 3/18° ANNEALED (MIN.) GLASS, 5116° OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13118" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 7/16° LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYEI:.. K. 13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3116" OR 1i: a IR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OFi SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/18" LAMI IG: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16° OR 113" AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: Q XQ, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) 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 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL-4859. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSVAF&PA NDS-2001 FOR WOOD CONSTRUCTION • • ••• • • • • • • • ADM -2000 ALUMINUM DESIGN MANUAL • • •• • • • • ••• • 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS WITH! FL )RI!A SUMMING CIIDE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • ••• • • • • • • • Rma"Br Rand& Cabs Reabluis F.K 10/17/06 B CHANGE TO AVM E 1300-02 lanadaac SOX 1528 FJC 5113106 A ADD AIR SPACE MK NOTE 1. TECH. REF. NOTE 7& NOTE 8. P O • Baum By Ca. Checked aa4 FK 2/28106 312106 ••• ••. •.• ... • • • • • • TE NO6Y • NOKCA418. FL 34274 Visibly Better NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS ..... . ». »...... 4 VERT. SECTIONS.„ 5 HORIZ. SECTIONS ...... »5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 FERAL NOTES ALj1M. HORIZONTAL ROLLER WINDOW, IMPACT eaeeemezr scsar NTS Sleet daft w 1 - 11 I 4127 -10 Rea B Robert L. Ciatk, P.E. PE 639112 Sauotun31 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Dead ES 1/2" NOM. GLASS BITE 118' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2' NOM. GLASS BITE 66,67,68,69,70,71 \f 3118' 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 aEXTERIOR INTERIOR (ALL SECTIONS) 1/2" NOM. GLASS BITE --1/8" ANNEALED OR HEAT STRENGTHENED GLASS -"— .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5118' LAMINATED 5118' OR 3/8" AIR SPACE 1/8" OR 3/18" ANNEALED (MIN.) GLASS 13/16" NOM. • • • • • • •• 13/16" LAMI IG GLASS W/ 5/16" LAMI Ragstaas • • ••• • • •• • • • • • • • • ••• •• • • • •• 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7118` LAMINATED 3/18° OR 1/4' AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS • • • 13/18" NOM. • • • • • • • • ;1$/1Q L:41Q id PLASS W/ 7/16" LAMI ••• ••• ••• ••• Applied asm h wYYtlr Spa I Dabs 10/17108 Dots 5/13/110 2128/08 a.rtrws B Reeds= *rawer J.J. NO CHANGE THIS SWEET ADD AIRSPACE DIM. TO LAMIIG DETAILS 3/23/06 • • • '44/°6"" • •• P.O. AOX 1328 NOKOMIS. FL 34274 • • Yaib/y Beta. GLAZING DETAILS • AL J HORIZONTAL ROLLER WINDOW, IMPACT S"r,4ame HR7IO Full sa.st 2 > 11 4127 - -10 Robert L Clack, P.E PE 039712 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••o • • • ••• • • (XOX 113.113.113) DESIGN PRESSURES WINDOW WIDTH GLASS TYPE WINDOW HEIGHT TABLE 2. WINDOW WIDTH GLASS 1 48" 505/8" 54" WINDOW HEIGHT 63" 60" TYPE 1 26" 36" 383/8" 48" 605/8" 54" 80" 63" T0867116" A,B,C,G,H,1 75.00 +75.0 -75.00 +75.0 -75.00 +75.0 +60.0 -60.0 TO 867/16" D,E,F,J,K,L +75.0 -75.00 +75.0 -75.00 +75.0 75.00 +75.0 -75.0 (OX AND XOI DESIGN PRESSURES TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38318" 48" 505/8" 54" 60" 63" 60" A,B,G,H +75.0 75.00 +75.0 -75.00 +75.0 75.00 +75.0 -75.00 +75.0 75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 C, I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 75.00 +75.0 -75.00 +75.0 75.00 +75.0 -75.00 +75.0 75.00 66" A,B,G,H +75.0 75.00 +75.0 -75.00 +75.0 -75.00 +75.0 75.00 +75.0 -75.00 +75.0 -75.00 +74.7 74.70 +70.0 -70.00 C, I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 75.00 +75.0 75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 72" A,B,G,H +75.0 75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +70.1 70.10 +85.0 -65.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +72.1 72.10 74" A,B,G,H +75.0 75.00 +75.0 75.00 +75.0 75.00 +75.0 75.00 +75.0 -75.00 +75.0 75.00 +65 -68.60 +63.5 -63.50 C, I +75.0 -75.00 +75.0 75.00 +75.0 -75.00 +75.0 75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.8 70.80 UPT074" D,E,F,J,K,L +75,0 -75.00 49 314" MAX. DLO FIXED O 111° MAX WIDTH DETAIL B - XOX (1/4-1/2-1/4) 33 9FI MAX. DLO FIXED 33 9116° MAX DLO VENT —' 573/8" MAX DLO AU. FIXED LITES C 74" MAX WIDTI 1 56" MAX 63" DLO ALL MAX VENTS HEIGHT ALL CONFIG. • •• DETAIL A - OX OR XO Radar F.K raaaetc F.K Dram Sp F.K. Ome. 10/17/06 ao 5/13/06 2/26/08 Revisions 8 ReMdac A rxawer. J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3/23/08 X 0 86 7116" MAX WIDTH DETAIL C - XOX (1/3- 1/3 -1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • • • •• • • ••• •• • • • •• ••• - •• ••• • • • • • • NO • • • P.O.111O %1529 • NOKOk9S, FL 34274 Vuibty Better • -• ELEVATIONS AL 4. HORIZONTAL ROLLER WINDOW, IMPACT e.mmo s HR710 NTS 4 > 11 4127 -10 B 0 ?�4 L Clark, PE. PE 639712 Structural ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • MAX HEIGHT MAX FIXED DLO --� MAX WIDTH SECTION B-B (HORIZONTAL SECTION - XOX) EXTERIOR ()OPTIONAL SECTION C-C (VERTICAL SECTION) INTERIOR EXTERIOR SECTION A A (HORIZONTAL SECTION - OX) _ OSEALANT OR GASKET •• OOOOOO AT HEAD AND SILL •• ••• • • • • • •• 1101 • • • �—r - VIEW D-D (FRAME CORNER CONSTRUCTION) wade,: wader F.K. Reader F.K Dela bake 10/17108 5/13106 Revisions w. S R A NO CHANGE MS SHEET NO CHANGE THIS SHEET • Own era F.K 2/28/06 Cmmeer J.J. • • S .. .. • MOW .. . • i�* 4 • • P.O.SOX ma • NOKOMIS. 71. 34274 • • ✓tstbly Better CTIONS A4AI. HORIZONTAL ROLLER WINDOW, IMPACT e n slow ram msysa * HR710 Half 5 . 11 4127 -10 B / /u/ Robert L Clark, P.E. PE 839712 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DWG# DESCRIPTION PGIYW 1 4102 A FLANGE FRAME HEAD 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 612244 3 #8 X 3/4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6 4136 FIANCE FRAME SILL 6063 -T6 AL 64136 7 4137 SILLADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 l0 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 l3 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K IS 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G l7 4054 B FIXED MEE13NGRAIL 606311D -T6 AL 64054A I9 4066 WSTP,.187X.230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSfP,.250X.270 BACK, FIN SEAL 61683G 23 225-1 ROLLER HOUSING& GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS -T6 AL 64006 33 1235 WSTP.,.170X 270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIF.-CAST 71096 36 1016 #8 X.625 PH. FL SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 WSTP.,.250X 270 BACK, FIN SEAL 616830 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFTRA1L COVER CAP 74078 "C" LORR 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYLGLAZING BEAD BULB (TfIICK) 6TP247W,K 52 1225 VINYL GLAZINGBEAD BULB (THIN) 6TP248K 53 4039 B GLAZINGBEAD - 5/16" 6063 -T5 AL 64039B 54 4044 B GLAZING BEAD -5/16" W /GRILL KIT 6063 -T5 AL 644703 55 4222 A GLAZING BEAD -7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD -7/16" W /GRIILKIT 6063 -T5 AL 6985 59 4067 GLAZINGBEAD- 13/16" 6063 -T5 AL 64067 60 CLASS 5/16" LAM' (1 /8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 " 5/16" LAMI 1/8" HS, .090 PVB, 1/8" HS) • • ••• • • • • • • • 63 7/16" LAMI (3116" A, .090 PVB, 3/16" A) • • • • • • • • 64 " 7 /16" LAMI 3 /16"A,.090 PVB, 3116 "HS) • • • • • 65 " 7 /16" LAMI (3/16" HS, .090 PVB, 3/16" HS) • • ••• • • • • • • • 66 " 13/16" LAME 1G•1/8"A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, I /8"A) 67 " 13/16" LAM[ IG•1 /8"A, 3/8" AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, l/8"HS) MATL 6063 -T6 AL 6063 -T5 AL 6063 -T5 AL ITEM DWG# REV DESCRIPTION 1 MATL 1 PGLYI 68 GLASS, 13/16" LAME IG- 1/8"A, 3/8" AIR SPACE, 5/16" IAMI (1 /8"HS,.090 PVB, 118"HS) 69 " 13/16" LAMI 10- 3/16"A, 5 /16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090PVB, U8"A) 70 " 13/16" IAMI IG•3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"HS) 71 " 13/16" LAME IG•3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB,1/8"HS) 72 " 13/16" LAMI IGd /8"A,1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16"A) 73 " 13/16" LAMI 1G•1 /8"A,1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 74 " 13/16" LAMI IG•1 /8 "A,1 /4" AIR SPACE, 7/16" LAMI (3/16 "HS, .090PVB, 3 /16 "HS) 75 " 13/16" IAMI I0- 3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16"A) 76 " 13/16" IAMI IG•3/16"A, 3/16" AIR SPACE: 7/16" IAMI (3 /16 "A, .090 PVB, 3/16 "HS) 77 " 13/16" LAMI IG.3 /16"A, 3/16" AIR SPACE, 7/16" IAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR. & VER.) 3105 -HI4 AL 91 1630 SCREEN CORNER KEYW /RING POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RING POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC SCREEN CLOTH mar ,rite,: F.K • Et( Meaner F.K. ottos Roviskor Owe 10/17/06 8 NO CHANGE THIS SHEET e» 5/1306 Rasiskres A ADD SPACE DIMENSIONS ITEMS 68 THRU 77. • • • • • • • • P.O.tOX 15528 • NOKOMO. FL 34274 27/28/05 Gne telex J.J. 3!23/08 I • pi" II al Ma AO VBtbly Better PARTS LIST AL3 M. HORIZONTAL ROLLER WINDOW, IMPACT S HR71O NTS 6 ' 11 4127 -10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Rersd at 1. L-2.710 O FLANGE FRAME HEAD #4102A,6063 -T8 —"-I1- -.062 Aso I-1.451 1 Q SASH STOP #4026, 6063-T5 78 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 1.096 ice—► ) 0 GLAZING BEAD, 5/16" #4044B, 6063.T5 (USED WI GRtLL KIT) Daft 6 FLANGE FRAME SILL #4138, 8063 -T6 1.48 O HORIZ. ROLLER TRACK #4131, 6063-T6 .061 1.187 - 1.081 }+-- 32 SASH MTG. RAIL #4006D,6083HS -T6 tXw 1.096— I"" —^I • • ••• 55 GLAZING BEAC?7•%16" •; #4222A, 6063-T5 • • •• ••• Rs • • •: FJC Rented ar F.K. F.K. a.ea 10117/06 Dale 5113/06 8 A xeutrmor NO CHANGE 77-113 SHEET Oats NO CHANGE THIS SHEET Ctit J.J. 23/06 .• 7 FRAME SILL ADAPTER #4137, 6063-T6 17 FIXED MEETING RAIL #4054B, 6063HD-T6 I� 1 9 2 91+-1 SASH SIDE RAIL #4126. 6063-T6 .050 .678 • • • • 415:1-4 jiff plan/ BEAD, 7/16" •V/ • • 118856, 606345 • • • (USSD W! GIIIIL KIT) -.- • ••• • ,�ErE •clvo5 �� • - -• darter EJCIRUSIONS • • P.O. )X 1529 NOKOMIS, FL 34274 Visibly Better 1+- 1.513-4+I 1 f r.040 .738 O SASH STOP COVER #4053, 6083 -T5 1 363 2.764 —+{ .062 13 FLANGE FRAME JAMB #4002A, 6063-T6 k5176#78 1.096 1 " --I 7 53 GLAZING BEAD, 5/16" #40398,606345 .683 59 GLAZING BEAD, 13/16" #4087,6063 -T5 1.097 • ALP. HORIZONTAL ROLLER WINDOW, IMPACT a mnusr H14710 Half ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• • • 7 m 11 I • 4127 -10 B Robert L Clark, P.E. PE #39712 Struchual ANCHOR QUANTITIES, XOX (114-112 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: A 1 -1/4° ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G6) GLASS TYPE ANCHOR TYPE) &SUBSTRATE A,B,C,G,H,I D,E,F,J,K,L 2,3, WOOD Z CONC 1, CONC Z3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W HEAD & 581 m HEAD & SILL HEAD & SILL O° HEAD & SILL gr0 HEAD & SILL ' HEAD & SILL 2. GLASS TYPES: A. 5118° LAM - (118° A,090, 1/8° A) A , . 0 9 0 , C. 5/16° LAMI HS,.090, 1/8' HS) 53.125 x 38.375 48.000 50.825 54.000 80.000 63.000 1 +02+1 +(2+1 2 1 +C2+1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +02+1+02 +1 2 1 +C2 +1 +C2+1 2 1 +02+1 +02 +1 - (118° 2 D. 7(16' LAMI- (3/16° A..090, 3/16' A) 1 +C2 +1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 E. 7/16' LAMI - (3/16' A,.090, 3/16° HS) F. 7/16° LAMI HS,.090, 3/16° HS) 1 +02+1 +02+1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +02+1 3 1+C2+1+C2+1 - (3/16" 3 G. 13/16° LAMI 10 - 1/8' OR 3/16° A, 5/16' OR 3/8° SPACE, 5/16° LAMI - (1/8° A,.090,1/8' A) 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1+C2+1+02+1 3 1+02 +1 +02+1 3 1 +02+1 +02+1 3 H. 13/16° LAMI 10.1/8° OR 3/16° A, 5/16° OR 3/8' SPACE, 5/16° LAMI - (1/8' A„090,1 /8' HS) LAMI 10 1/8° OR 3/16" 5/16° OR 3/8' SPACE, 5/16° LAMI HS,.090,1/8° HS) 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1+C2+1+02+1 3 1 +C� +1+02 +1 3 1+C2+1+C2+1 3 1+02 +1 +02 +1 3 I. 13118' - A, - (1/8° J. 13/16° LAMI 10 - 1/8' OR 3/16° A, 3116" OR 1/4° SPACE, 7/16' LAMI - (3/18° A,.090, 3116° A) 1 +C2 +1+02+1 3 1 +C2 +1+02 +1 3 1 +(2+1+02 +1 3 1+02+1+02+1 3 1 +C2 +1+02+1 3 1+02+1+02+1 3 K 13/16' LAMI IG -118° OR 3/16° A, 3/16. OR 114° SPACE, 7116' LAMI - (3/16' A,.090, 3/16' HS) HS) 60.000 x 38.375 48.E 50.825 54.000 60.000 63.000 1+02+1+02 +1 2 1+02+1+02+1 2 1 +C 2 +1+C2 +1 2 1 +02+1 +02 +1 2 1 +02+1+02+1 2 1 +C 2 +2 +C2 +1 L 13M8° LAMI IG -1t8" OR 3/16' A, 3/18° OR 114' SPACE 7116° LAMI - (3116° HS..090, 3/18' 2 1+C2+1+C2+1 3 1 +C2+1 +C2+1 3 1 +(2+1 +(2+1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2+1 3 1+02+2 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING IN TABLE. 1 +02+1 +02+1 3 1 +02+1 +t2+1 3 1 +02+1 +(2+1 3 1+(2+1 +02 +1 3 1+02+1+02+1 3 1 +Q+2 +C2 +1 3 A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW 1 +02+1 +C2 +1 3 1+02 +1 +02+1 3 1 +02+1 +(2 +1 3 1 +02+1 +(2+1 3 1+02 +1 +(2+1 3 1 +C2 +2+02 +1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1+02+1 +(2 +1 3 1+02 +1 +(x +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +(2 +1 3 1+02 +1 +C2 +1 3 1 +C3+2 +03+1 3 25 3/4' MAX. CO . JAMBS: 9° MAX. FROM ROM CORNERS NERS AN AND 22112' MAX. O.C. 1 +02 +1 +02+1 3 1 +02+1+02 +1 3 1 +02+1+(2 +1 3 1 +02+1 +C2 +1 3 1+02+1 +02+1 3 1+C3+2+C3+1 3 TABLE KEY: 74.000 x 38.375 48.000 50.625 54.E 60.000 63.000 1 +C2+2+C2+1 2 1 +(2+1+01 +1 2 1 +C2 +2 +C2 +1 2 1 +02 +2+(x+1 2 1+C2+2+C2+1 2 1 +0+2+02+1 2 ® X O X 4 i 3 1-..---ANCHOR QUANTITY PER JAMB 1 +02+2 +02+1 3 1 +C2 +1 +02+1 3 1 +(2+2 +02+1 3 1 +02+2+02 +1 3 1 +02 +2+02+1 3 1 +C2 +2+02 +1 3 11 +( +1 HEAD AND SILL ANCHOR QUANTITY. 1+02+2 +02+1 3 1+C2+1+02+1 3 1+02+2+C2+1 3 1 +C2+2 +(2+1 3 1 +02 +2+02+1 3 1 +C2 +2+02+1 3 f 1 +02 +2+(2 +1 3 1 +02 +1 +02 +1 3 1+02+2+02 +1 3 1+02 +2+02 +1 3 1 +02 +2+0:2++1 3 1 +C,2+2+02 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +02+2 +02+1 3 1 +02+1+02+1 3 1 +C2 +2+02 +1 3 1 +02+2+02+1 3 1 +(2+2+02 +1 3 1 +03+2 +03+1 3 ANCHOR AT EACH OPERABLE VENT 1 +0x+2 +02+1 3 1 +C2 +1 +C2 +1 3 1+02+2+(2 +1 3 1+03+2+03+1 3 1 +02+2 +02+1 3 1 +03+2+03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2+(2+1 2 1 +02+2 +C2 +1 2 1Kx +2+02 +1 2 1 +C2 +2+(2+1 2 1Kx +2+02 +1 2 1 +C2 +2+02 +1 2 1 +02 +2+02 +1 3 1+02+2+02+1 3 1 +(2+2+02 +1 3 1 +(x +2 +02+1 3 1 +02+2 +02 +1 3 1 +0x+2 +0x+1 3 (3' MIN. O.C. ANCHOR SPACING) 1 +02+2 +02+1 3 1 +02 +2+02 +1 3 1 +02+2+02 +1 3 1 +02+2 +02 +1 3 1 +02+2 +02+1 3 1 +02+2+02 +1 3 °rom' 1 +02 +2+(x+1 1 +02 +2 +(2+1 3 1 +02+2+02 +1 3 1 +(2 +2+02 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +02 +1 3 1 +02+2+(2+1 3 1 +03+2 +03+1 3 1 +C2 +2 +(2+1 3 1 +02+2 +C2 +1 3 1 +03+2 +03+1 3 1 +p+2 +03+1 3 3 1 25 3/4 - ..11- --3' MIN. as yye '" +'" til Nomt ,'0r °„TV� ,- .4 """ i i X i i i 1 1 l +t O 1 X 1 +02+2 +02+1 3 1 +0x+2 +(2 +1 3 1 +(3+2+03 +1 3 1 +03+2 +(3+1 3 1 +(x +2 +C2 +1 3 1 +C3+2+C3+1 3 9� 108.375x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02+2+02+1 2 1 +02+2+02 +1 2 1 +02+3+02+1 2 1 +(x +3+0:2 +1 2 1 +(2+3+02 +1 2 1 +(x+3+02+1 2 ��-, - 1 +0x+3+(2 +1 3 1 +02+2 +02+1 3 1 +03+3 +03 +1 3 1+03+3+03+1 3 1 +02+3 +C2 +1 3 1 +03+4 +03+1 3 MTG. RAIL.TYP.- ® 1 +02+3+02 +1 3 1 +02 +2 +02+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +(2+3+01+1 3 1 +C3+4 +C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +03+3+03+1 3 1 +02+2+02 +1 3 1 +03+3 +03 +1 3 1 +03+3+(3+1 3 1 +02 +3+02 +1 3 1+04 +4+04 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +03+3+03+1 3 1 +02+2 +02+1 3 1+04 +3+04 +1 3 1 +04 +3 +04 +1 3 1+02 +3+02 +1 3 1 +04+4 +04+1 3 1 +03+3 +03+1 3 1 +02+2 +02+1 3 1 +Cr4+3+04 +1 3 1 +01+3 +04 +1 3 1 +03+3+03+1 3 1+04 +4 +C4 +1 3 - 25 3/4° MAX 111.ODOx 38.375 48.000 50.626 54.t 60.000 63 000 1 +C2 +3 +(2+1 2 1 +(2+2 +C2 +1 2 1 +02 +3 +02 +1 2 1 +(x+3+(2+1 2 1 +3*( 1 4 1 +j2+4 +&2+1 i• 1• I -�1 (+- 1 112° N. 1+3• MIN. 1 +0x+3+02 +1 3 1 +02+2 +C2 +1 3 1+03+3+03+1 3 1 +03+3+03+1 3 :1+02 +3 +0211 * t r1 +:3+i +C +1 :� • •• 9• /E. F. 14 0 i X 6 L. , P.E. P8 639112 Structural 1+02 +3+02 +1 3 1Kx+2+C2 +1 3 1 +03+3+(3 +1 3 1 +03+3+03+1 3140.2 +3+t>J �1 1441:31+C:+1 1 +03+3+03+1 3 1 +C2 +2 +02+1 3 1 +03+3 +03+1 3 1 +0:3+3+(3+1 31+1•C2+34,611201 3 t4/04 +4404 +1 % • • .-= �'�-�'---'�� - - -� 1 +03+3 +(3 +1 3 1 +C2 +2 +C2+1 3 1 +C4 +3 +0.4 +1 3 1 +C4 +3+C4+1 3 1 +C2 +3+Cx +1 3 1 +04+4 +C4+1 3 MTG., RAIL, TYP. Q 1 +03+3+03+1 3 1 +02+2 +C2 +1 3 1 +04 +3+04 +1 3 1 +04+3+04+1 3 1 +03+3+(3+1 3 1 +05+4 +0.5+1 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ana aex aaa rmmm, • • • • WA! HORAGE SPACING, XOX (1/41/2 -1/4) „ Et, F4 10/17/06 Ratio= 8 REVISE ANCHORAGE FORMAT. HEAD & SILL CLUSTERS ,0l6�� • 3 75 • • P.O. •oz leas � tJOKOdAIe. FL 34274 • Rag ALM. HORIZONTAL ROLLER WINDOW, IMPACT m F.IG� r • FK 3l08 2128/08 A J.J. SPACE 323/06 DIMENSIONS GLASS TYPES C3 THRU L 1 Visibly Herter HR710 8O°r NTS �tleC 8 a 11 °raii #k∎ 4127 -10 a 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • ••• • • ANCHOR QUANTITIES, XOX (113- 113 -113) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 - 1/4" ELCO S54 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) GLASS TYPE, ANCHOR TYPE, $ SUBSTRATE A,B,G.H C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CON( ZONES ZONES ZONES ZONES ZONES ZONES WINDOW 5128 11_Y v Zi HEAD & SILL a HEAD $ SOJ. -, HEAD $SILL HEAD $SILL > HEAD $ SILL > g HEAD & SILL > 2. GLASS TYPES: co g A. 5/16" LAMI - (1/8"A-0130, 1/8° A) <> B. 5/16° LAMI - (1/8' A,.090,1/8' HS) 48.000x 38.375 48.000 50.825 54.000 60.000 63.000 1+32 +1 +32 +1 2 1 +32+1 +132 +1 2 1+32+1+32+1 2 1 +32+1 +132 +1 2 1+32+1 +32 +1 2 1+32+1 +32+1 2 C. 5/18' LAMI - (1/8° HS ,.090,18' HS) "LAMI- 1 +132 +1 +32 +1 3 1 +32+1 +32+1 3 1 +32 +1 +02+1 3 1+02+1 +32+1 3 1 +02+1+32 +1 3 1+02+1 +32+1 3 D.7 /18 (3/16°A .090,3H8°A) E. 7/16° LAMI - (3/18" A,.090, 3118' HS) 1 +32 +1 +32 +1 3 1+32 +1 +32+1 3 1 +32 +1 +32 +1 3 1 +32+1+32 +1 3 1 +32 +1 +32 +1 3 1 +32+1+32 +1 3 F. 7/16 " LAMI - (3/16' HS „090, 3/16" HS) 1+C2+1+32+1 3 1 +02 +1 +32+1 3 1 +32 +1 +132 +1 3 1+32+1+32+1 3 1+32+1+32+1 2 +1 3 1 +32+1 +32+1 3 6.13/16° LAMI IG -1/8" OR 3/16° A, 5/16" OR 318" SPACE, 5116° LAM( - (118° A„090,1/8" A) 1 +132 +1 +32+1 3 1 +32+1 +132 +1 3 1 +C2 +1 +132 +1 3 1 +C2+1Kx +1 3 1 +32 +1 +32 +1 3 1+32 +1 +32 +1 3 H. 13116' LAMI 10 -118° OR 3116' A 5116' OR 3/8" SPACE 5116' LAMI - (118' A,.090,118" HS) I. 13/16° LAMI 13 118' OR 3/16' A, 5/16' OR 3/Ir SPACE. 5/16" LAMI - (118" HS,.090,118" HS) 1+32 +1 +02+1 3 1 +32 +1+32 +1 3 1 +32 +1 +32 +1 3 1 +C2+1432+1 3 1+32+1+32+1 3 1 +32+1 +32+1 - 3 J. 13/16° LAMI 13 - 1/8" OR 3/16' A, 3/16' OR 114' SPACE, 7/16' LAMI - (3116' A,.090, 3/16° A) 53.125x 38.375 48.000 50.825 54.000 60.000 63000 1 +02+1+C2 +1 2 1+02+1+32+1 2 1 +32+1 +132 +1 2 1 +32 +1 +32 +1 2 1 +32+1 +32 +1 2 1 +32+1 +32 +1 2 K.13116" LAMI IG -118' OR 3/16' A, 3116" OR 1/4' SPACE, 7/16° LAMI - (3/16' A„090, 3/16' HS) 1 +32+1 +32 +1 3 1 +32+1+32 +1 3 1 +32 +1 +32 +1 3 1+32+1+32+1 3 1 +32 +1++32 +1 3 1 +C2+1 +32+1 3 L. 13/16° LAMI IG -1/8' OR 3/16° A, 3/16' OR 1/4" SPACE, 7/16' LAMI - (3/16' HS,.090, 3/16" HS) 1 +132 +1 +32+1 3 1+32+1+31+1 3 1 +32 +1 +32+1 3 1+32+1 +32+1 3 1 +32+1 +32 +1 3 1+32+1 +12+1 3 3. WINDOW ANCHOR QUANTMES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +32+1 +32+1 3 1 +32+1+32++1 3 1 +32 +1+32 +1 3 1 +32+1 +32+1 3 1 +32+1 +32+1 3 1 +02+1 +C2 +1 3 ® DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+32 +1 +32+1 3 1 +32 +1+32 +1 3 1 +32 +1 +32 +1 3 1 +32+1 +132 +1 3 1+32 +1 +32 +1 3 1 +33+1 +33+1 3 1 +132 +1 +C2 +1 3 1 +C2+1 +132 +1 3 1+32+1+32+1 3 1 +132 +1 +32 +1 3 1 +32 +1 +132 +1 3 1+33+1 +33+1 3 HEAD & SILL 10 1/2' MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 25 ° FR CORNERS 60.000x 38.375 48.000 50.625 54.000 60.000 83.000 1+32 +1+32 +1 2 1+32 +1 +32+1 2 1 +32 +1 +132 +1 2 1+32+1 +32+1 2 1+32 +1 +32 +1 2 1 +32+1 +32 +1 2 MAX. FROM CM JAMBS: 9 °M FROM CORNERS AND Tl 1!2' MAX O.C. 1 +32 +1 +32 +1 3 1 +(2+1 +32 +1 3 1 +32 +1 +32+1 3 1+32 +1 +32 +1 _ 3 1 +32+1+32 +1 3 1 +32+1 +32 +1 3 TABLE KEY: 1+32 +1+32 +1 1 +32 +1 +32 +1 3 1 +32+1 +32 +1 3 1+32 +1 +32+1 3 1+32 +1+32 +1 3 1 +32 +1 +32+1 3. 1 +32+1+32 +1 3 1 +32+1 +32 +1 3 1 +32+1 +132 +1 3 1+32 +1 +32 +1 3 1 +32 +1 +32 +1 3 1+32 +1 +32 +1 3 X O X ® 3 I1+C3 +1+33 +11 3r- ANCHOR QUANTITY PER JAMB 1+32 +1 +32 +1 3 1 +32 +1 +32+1 3 1 +32 +1 +32+1 3 1 +32+1 +32 +1 3 1 +32+1+32 +1 3 1+33+1+33+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +32+1+32 +1 3 1 +32+1+32+1 3 1 +32 +1 +32 +1 3 1 +33+1+33+1 3 1+32 +1 +32 +1 3 1+33+1 +03+1 3 68.650x 38.375 48.000 50.825 54.000 60.000 83.000 1 +32 +1 +32 +1 2 1 +C2+1 +32 +1 2 1+32 +1 +32+1 2 1 +32+1 +32+1 2 1 +32+1 +32 +1 2 1 +32+1 +132 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 1 1+32 +1+32 +1 3 1 +32+1 +32+1 3 1 +32 +1 +32 +1 3 1+32 +1 +02 +1 3 1+02+1 +C2 +1 3 1+32+1+32 +1 3 1 +132 +1 +C2 +1 3 1 +32 +1+32 +1 3 1 +32 +1 +32+1 3 1 +32 +1 +32+1 3 1 +32+1 +32 +1 3 1 +32+1 +32+1 3 1 +32 +1 +32+1 3 1 +C2 +1+32 +1 3 1+32+1+02+1 3 1+32+1+32+1 3 1 +32 +1 +02 +1 3 1 +33+1 +33+1 3 1+32+1 +32+1 3 1 +02 +1+32 +1 3 1 +32 +1 +32 +1 3 1 +33+1 +33+1 3 1 +32+1 +32 +1 3 1 +33+1 +33+1 3 1+32 +1+02+1 3 1 +32 +1 +32+1 3 1+33+1+33+1 3 1 +33+1 +33+1 3 1 +132 +1+12+1 3 1 +33+1+33+1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+32+1 +32+1 2 1 +32+1+32+1 2 1 +32+1+32+1 2 1+32+1 +132 +1 2 1+32 +1 +32 +1 2 1 +132 +1 +C2 +1 2 1+(x +1 +32 +1 3 1 +32+1+32 +1 3 1 +32 +1 +132 +1 3 1 +31+1 +32 +1.3 1 +132 +1 +32+1 3 1+32+1+32+1 3 1 I 25 3/4' MAX - -.-3" MIN O°� � � l#imid! " " FCC+" : l�.c "ra'•� --x: t 1 +32 +1 +32 +1 3 1+02+1 +32+1 3 1 +32 +1 +32+1 3 1+132 +1 +32+1 3 1 +32+1 +32 +1 3 1 +33+1 +33+1 3 1 1 1 1 I O I C X 1 +32 +1 +32+1 3 1 +32+1+32 +1 3 1 +32 +1 +32+1 3 1+152+1+32+1 3 1 +132 +1 +32 +1 3 1 +33+1 +33 +1 3 6' REF' 1+C2 +1 +32 +1 3 1 +32+1 +32+1 3 1 +33 +1 +33+1 3 1 +33+1 +33+1 3 1 +32+1 +132 +1 3 1 +33+1+133+1 3 �\ 1 +02+1+02 +1 3 1 +32+1 +32 +1 3 1 +33+1 +33 +1 3 1+33 +1 +33+1 3 1 +3x+1 +(2 +1 3 1 +33+1 +33+1 3 OF (3) ANCHORS 84.000x 38.375 48.000 50.825 54.000 60.000 63.000 1 +32 +1 +32+1 2 1+32 +1 +32+1 2 1 +32 +1 +32+1 2 1 +32 +1+32+1 2 1 +32 +1 +32 +1 2 1 +32+1 +32 +1 MTG. RAIL. TYP. 2 1+02+1 +02 +1 1 +32+1 +32 +1 3 1 +32 +1 +(2+1 3 1 +32+1 +32+1 3 1 +32 +iK3 +1 3 1 +32 +1 +32 +1 3 1 +32 +1+1x+1 3 1 +32 +1 +32 +1 3 1 +(2 +1 +32+1 3 1 +32+1+02 +1 3 1+33+1 +33+1 3 1 +33+1 +33+1 3 EXAMPLE CLUSTER W/ QTY. 3 (SHOWN IN TABLE KEY ABOVE) 1 +132 +1 +32 +1 3 1 +32+1+32 +1 3 1 +33+1 +33+1 3 1 +33+1 +33+1 3 1 +02+1 +02 +1 3 1 +03+1 +C3+1 3 1+02 +1+32 +1 3 1 +Cx +1+32 +1 3 1 +133 +1+33 +1 3 1+33 +1 +(3+1 3 1 +02 +1+2+1 3 1 +33+1 +3x+1 3 -1 -- 253/4 °MAX 1 +33+1 +33+1 3 1+32 +1 +32+1 3 1 +33+1 +33+1 3 1 +33+1 +33 +1 3 1 +33+1 +33+1 3 1 +34 +1 +34 +1 3 -.-1-.-1 1/2'TYP. 88.4372 38.375 48.000 50.625 54.300 - 60.000 63.000 1+32 +1 +32+1 2 1 +32 +1 +32 +1 2 1 +32 +1+32+1 2 1+32 +1+(x+1 M ••• 2 1.32 +1 +32 +1.2 • • gr1+,(�2+6 ! • •• + 2 • • . :• i •• 9' REF. 3! • • 1-..-3* MIN. O . ` �y L/ Robert L. Clark, RE PE 839712 u� 1 +(2 +1 +(2+1 3 1 +32 +1 +3 2 +1 3 1 +32+1 +32+1 3 1 +02 +1 +32 +1 3 1�1�, +1 +0221:3 l+t 1 ++'3+ :3 1 +32 +1 +132 +1 3 1 +32+1 +02 +1 3 1 +02+1 +32 +1 3 1 +32 +1 +32 +1 3 1 +32•1 +132 +1•3 401-31"1-4-4+0 401-31"1-4-4+0 C3.1+S 1 +32+1 +32 +1 3 1+32+1+32+1 3 1 +03+1 +33+1 3 1 +03+1 +33+1 3 11-(T2+1+&1°3 +'1.3 1 ++1 +03• +1 3 1 0•• 1+32 +1 +C2 +1 3 1 +32 +1 +32 +1 3 1 +33+1 +33+1 3 1 +33+1 +33+1 3 1 +33 +1 +03+1 3 1+03+1+03+1 3 MTG. RAIL, TYP. ® 1 +33+1+33+1 3 1 +32 +1+32 +1 3 1+33+1+33+1 3 1+33 +1 +33+1 3 1 +33+1 +C3 +1 3 1 +134 +1 +134 +1 3 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS waver rwrm,; - a . • • • •a-• • •/• f�' ••7 HORAGE SPACING, XOX (1/3-1/3-1/3) *o. • AlIthy. HORIZONTAL ROLLER WINDOW. IMPACT _ FJG� 10/17/05. ° B 4 REVISE ANCHORAGE FORMAT, HEAD S SEL CLUSTERS TE%HN L 52775 • • • • • • P.o.�Ox 1329 • NOKOM!3. FL 34274 • - *War F.K toga. 5/13/06 A • ADD SPACE DIMENSIONS GLASS TYPES G THRUL. 0 c m,* F.K am: 3/25/(15 a m+mdas J.J. n•, I 3/23!06 Visibly Bette. HR710 NTS 9 > 11 4127 -10 18 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 3 -912 STEEL SCREWS (G5) 2. GLASS TYPES: a 5/16° LAM! - {1/8° A,.090, 1/6' A} B. 5116' LAMI - (1!8° A,.060,1/8" HS) C. 51188 LAMI - (1/8' HS,.090.1/8" HS) E. 7/16° LAMI - (3/16° A,.090, 3118° A) E. 7116" LAMI - (3118' A„090, 3/18° HS) F. 7/16' LAMI - (3/16" HS,.090, 3/16' HS) G.13/18° LAM) 1G - 1/8' OR 3/16° A. 5/18" OR 3/8" SPACE, 5/16° LAMI -(1/8' A,.090, 1/8" A) H.13/16° LAMI IG -118' OR 3/16" A, 5/16" OR 3/8° SPACE, 5116° LAMI - (1/8' A,.090,118' HS) I. 13/18° LAMI 10 -1/8' OR 3/18' A, 5/16' OR 3/8" SPACE, 5118° LAMI - (1/8° HS,.090,118° HS) J.13116' IAMI 10 -1/8" OR 3/16" A, 3/18" OR 114° SPACE, 7N6' LAMI - (3(18' A„�, 3118' A) K. 13/16' LAMI 13 - 1/8" OR 3/16' A, 3/16' OR 1/4' SPACE, 7/16° LAMI - (3/16' A,.090, 3/16° HS) L 13/16' LAMI IG -118° OR 3/16' A, 3716' OR 114° SPACE, 7/16' LAMI - (3116' HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL 101/2' MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3(4' MAX FROM CORNERS. JAMBS: 9" MAX FROM CORNERS AND 2212' MAX O.C. TABLE KEY: 0 X GLASS TYPES ANCHOR TYPE a & SUBSTRATE A,B,G,H C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H O w y X '8 2 ' o n' y S °a m ' o 6 °a m ' y Lad X ,a m ' 9 T y ,a m g ' y 2 '6 2 ' 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2+1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +( +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02+1 3 1 +02 +1 3 1+C3+1 3 9 +C2 +1 3 1 +( +1 3 1 +( +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1+C2 +1 2 1 +C2 +1 2 1 +(+1 2 1 +C2 +1 2 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1+C2 +1 3 1 +02+1 3 1 +02 +1 3 1 +03+1 3 1 +02+1 3 1 +02 +1 3 1 +03+1 3 1 +C2 +1 3 1 +q +1 3 1 +03+1 3 1 +C2+1 3 1+C2 +1 3 1+C3 +1 3 1 +03+1 3 1 +C2 +1 3 1 +C3+1 3 1 +03+1 3 1 +C2 +1 3 1 +03+1 3 1 +03 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C3+1 3 1 +02+1 3 1 +C3 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1+C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 ® 12+03+21 3 1-.-- ANCHOR QUANTITY PER JAMB 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 j 1 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 3 1 +02 +1 3 1+C3+1 3 1 +C2+1 3 1 +C2 +1 3 1 +C3+1 3 A CENTERED OF (H MEETING CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. 0.C. ANCHOR SPACING) 1 +C3+1 3 1 +C2 +1 3 1 +03+1 3 1 +C3 +1 3 1 +C2+1 3 1 +03+1 3 1+03+1 3 1 +02 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 3 1+03 +1 3 1 +C3 +1 3 1 +03+1 3 1 +C3+1 3 1 +03+1 3 1 +03 +1 3 1+03 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +02 +1 2 2 +02 +2 2 1 +02 +1 2 1 +02+1 2 2 +02 +2 2 1 +C2 +1 3 1 +C2 +1 3 2+C3 +2 3 1 +C2+1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3+1 3 1 +C2 +1 3 2 +C3+2 3 1 +C3+1 3 1 +C2 +1 3 2 +C3+2 3 1 +C3+1 3 1 +C2 +1 3 2 +03 +2 3 1 +C3+1 3 1+C2 +1 3 2 +03+2 3 L IP REF. x-18 3(4" MAX --11-0-3" MIN. ga ' " "'®" 'r .i. F>� 't at r 1 +03+1 3 1 +03 +1 3 2+04 +2 3 1 +03+1 3 1 +03+1 3 2 +04 +2 3 I O 1 +C3+1 3 1 +C3 +1 3 2+C4 +2 3 1 +03 +1 3 1+03 +1 3 2 +C4 +2 3 X 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2 +2 2 1 +C2 +1 2 2+C2 +2 2 2 +C2 +2 2 1 +C2 +1 2 2+C2 +2 2 7 2+C2 +2 3 1 +C2 +1 3 2 +C3+2 3 2 +C2 +2 3 1 +02 +1 3 2 +03 +2 3 MTG. RAIL ® EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 2 +03 +2 3 1+02 +1 3 2 +C3+2 3 2 +C3+2 3 1 +02 +1 3 2+03+2 3 2 +C3 +2 3 1 +C2 +1 3 2 +C3+2 3 2 +03+2 3 1 +02 +1 3 2 +03+2 3 (SHOWN IN TABLE KEY ABOVE) 2 +03+2 3 1 +03+1 3 2+04 +2 3 2 +03+2 3 1 +03 +1 3 2 +04 +2 3 1 +03+1 3 1 +03 +1 3 2+04 +2 3 2 +03 +2 3 1 +03 +1 3 2+04 +2 3 -18 3/4" MAX 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2+2 • Z • 24102-12 26 • • • • 12°TYP I�--3° MIN. 2+C3+2 3 2 +C2 +2 3 2 +03 +2 3 2 +03+2 3 402 +2 3.2 +ta 'r`i A e•' O (J � L. , PE. PE 839712 SWctural 2 +C3+2 3 2 +C2 +2 3 2 +03 +2 3 2 +C3+2 3 2 +� +2 ! t 2$3 p. • . •• X 2 +03+2 3 2 +03 +2 3 2 +03 +2 3 2 +C3+2 3 2903 +2 • S• 2 +p#1 30 •••• 1 2 +03 +2 3 1 +03+1 3 2 +C4 +2 3 2 +03 +2 3 2 +03+2 3 2+04+2 3 MTG. RAIL ® 2+03+2 3 1 +03 +1 3 2 +04 +2 3 2 +C4 +2 4 2 +C3 +2 3 2 +C4 +2 3 EXAMPLE CLUSTER ER W! QTY. OF (4) ANCHORS sex ow: 'N�'L ''' ..• w• �• •• AAICHORAGE SPACING, OX AND XO WINDOWS AVM. HORIZONTAL ROLLER WINDOW, IMPACT R F.K. 10/17/06 B REVISE ANCHORAGEFORAIAT, HEAD 8 SILL CLUSTERS 1AO • PL 278 • • P.a•soX 1529 : NOKOWB. EL 34274 • • .i 13/OB A • SPACE TO GLASS TYPES G 7HRU L Wsibly Better $°8mpp1' ' B 0... Sr PA 226106 J.J. w� 323106 I HR710 NTS 10 d 11 4127 -10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 100411 • • • ••• 0 • 3KSI CONC. 1x WOOD BUC (SEE NOTE 3) 3KSI CONC. Roved F.K CIA F.K Dewlap F.K A CONCRETE ANCHOR W /#12 HEAD SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1 3/81 MIN. DETAIL A 1/1V-73- SHIM 2x WOOD BUC (SEE NOTE 3) A WOOD ANCHOR W /#12HEAD SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 1318. MIN. TYPICAL HEAD SECTIONS G] EXTERIOR INTERIOR [t> (HEAD & SILL DETAILS) CONCRETE ANCHOR W/#12 HEAD (SEE OTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4' 1—SHIM j MAX. 4 13/8° MIN A DETAIL C 2x WOOD BU (SEE NOTE 3) DETAIL B MAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY A APPROVED 1/4° ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2°. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR A 1/4° 584 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'. 1x 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 8063 -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. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 000 ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4' HIM MAX. 3/81m. TYPICAL SILL SECTIONS Daft • .GPgI. • • • • •• • • • • • • • •• ••• •• • • • • • 8 A ADD NOTE 5. theermar. 0811E J.J. 323/06 H OMIT FL 74276 • • • • P.O .3OX 1529 • NOKOMIS, R. 34274 DETAIL E 1/4° MAX. SHIM-1 1 — CONCRETE ANCHOR W/ #12 HEAD (SE NOTE 1 THIS SHT. AND • • NI TE 3NTS. 8-10) • • • • 2x WOOD BUCK (SEE NOTE 3) INTERIOR (BOTH JAMB DETAILS) EXTERIOR 1 1/4° MIN. (1.5K51 CMU) OR 1 318° MIN. • (31(31 CONCRETE) • • • • • • • • • • •• ••• ••• • • Ix WOOD BUCK (SEE NOTE 3) DETAIL F TYPICAL JAMB SECTIONS ••• ••• • T AANCHORAGE DETAILS AVM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Visibly Better H81f Shea 11 m 11 4127 -10 B ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • CITY COPY Engineering Cover Sheet joM TOMEWEI NOV 2 1. 2007 ID 3Y: This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs is attached which is numbered and with the identification and date of each drawing. Engineer of Truss Design Package John A. Ilter, P.E. EL Reb. Eng. No 36205 3320 Paddock Road Weston, Fl. 33331 (954) 600- 7123 Project Name: ORONI CONSTRUCTION # 10 -22 -07 9205 N.E. 4TH. AVENUE MIAMI SHORES,FLORIDA Building Authority : MIAMI SHORES,FLORIDA Design Load: 30 + 15 + 0 + 10 PSF Building Code: FBC2004/TPI2002 /ASCE7 -02 Software Used: MiTek @20/20 2000 Ver. 6.4. John A. Mar, PE,4362p5 50b-623-7303 303 • 2'002 4337 Comrnerce Way Miami Lakes, FL 33016 • • • • • .. • • • • • • • • • •••• .. • • • • • • • .. • • • . .... • • .. • • •• ® ,...401184 ERS, PE: CONSULTING ENGINEERS This submittal has been reviewed for conformance with design, rcncept and information given in contract documents. Accuracy mpleteness, dimensions quantities, safety precautions ' ,,vistruction means and methods, sequence of coordnation witr ctner Tikwes and performance of systems rer; •314 the responsibility of the contractor. 6.No exceptions taken ❑ Rejected ❑ Make correc s no,ed 0 Revise and Resubmit • • • • .... • . .... • ... • • • .. .. $®4wer Subrr !tt.! No. Date ROYAL TRUSS CORP. 9550 NW 79 AVE #5 ' HIALEAH, FL 33016 Phone: 305-822-0020/21 Fax: 305-822-0029 To: ORONI CONST. - Reaction Summary Job Number: Page: I Date: 11-05-2007 - 8:53:25 AM Project ID: 10-22-07 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer: Eddie Davis Salesperson: Quote Number: Name: Phone? Fax Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 5 CJ6 31 lbs. each 7 - 0 - 14 ROOF TRUSS - 2 - 5 2.12 0.00 Joint 7 Joint 2 Joint 6 0 lbs. 547 Ibs. 379 lbs. -376 lbs. -204 lbs. . 1 CJ7A 22 lbs. each 7 - 0 - 14 ROOF TRUSS 127.12 8- 14 0.00 Joint 1 Joint 5 219 Ibs. 449 lbs. -108 Ibs. -262 lbs. --:-..:------ d 2 ggs2=111:. (1) 2-Ply GR1 175 lbs. each 32 -2 - 0 2X4/2X6 ROOF TRUSS r - 6 - 10 3.00 0.00 Joint 1 Joint 10 3512 lb& 3738 lbs. -2070 lbs. -2480 Ibs. 1 111 150 lbs. each 32 -2 - 0 HIP - 0 - 10 3.00 0.00 Joint 1 Joint 9 1724 Ibs. 195 lbs. . -942 lbs. -1352 lbs. 1 H2 150 lbs. each 32 -2 - 0 HIP 3 - 0 - 10 3.00 0.00 Joint 1 Joint 9 1724 lbs. 1950 lbs. -942 lbs. -1352 lbs. MS:1z,,,, 1-.WIIZ:,„ 1 113 150 lbs. each 32 -2 - 0 HIP - 0 - 10 3.00 0.00 Joint 1 Joint 9 1724 lbs. 1950 lbs. -942 Ibs. -1352 Ibs. 1 H4 150 l bs. each 32 -2 - 0 HIP 3 - 0 - 10 3.00 0.00 Joint 1 - Joint 9 03)tir 1724 lbs. 1950 lbs. -942 lbs. -1352 lbs. 4* (') 0 Aro =E 2 (1) 2-Ply 115 201 lbs. each 36 -9 - 0 2X4/2X6 ROOF TRUSS - 11 - 10 3.00 0.00 Joint 2 Joint 20 Joint 11 Q. ji■ o 01 0 0, 1201 lbs. 9137 Ibs. 3789 Ibs. 1eiti7 o -3009 lbs. -5044 Ibs. -2115 Ibs. 2 (1) 2-Ply H5A 201 lbs. each 36 - 9 - 0 2X4/2X6 ROOF TRUSS - 11 - 10 3.00 0.00 Joint 2 Joint 17 Joint 11 Nr.r.) : • •N• •,f,,' 974 lbs. 6771 lbs: 24 NU, . I'll 04 • -800 Ibs. -3767 Ibs. • •-139 . - : •A j • • ___ --7.-.-..--4112111*,--...... 2 116 175 lbs. each 36 - 9 - 0 HIP -5-10 3.00 0.00 -4- Joint2 Joint 10 , 100) 2211 lbs. 1988 lbs. • r..4. • • -1492 lbs. -1085 lbs. • • • • •• • • • .aweijI tin IMIIII_Ilt.-lat...__ _ 2 117 175 lbs. each 36 -9 - 0 HIP 3 - 5 - 10 3.00 0.00 Joint2 Joint 10 • • • • • • • 4,... 2211 lbs. 1988 lbs., • • • • -1492 lbs. -1085 lbs • • ••••••• ...,...1- IMIliSIIIMIIII!:7•,-. 2 118 175 lbs. each 36-9 - 0 HIP t -5-10 3.00 0.00 se .r# • Joint 2 Joint 10 • • • 2211 Ibs. 19881bs.• • • • -1492 lbs. -1085 lbe • • •••• • =1„, 2 H9 175 lbs. each 36- 9 - 0 HIP -5-10 3.00 0.00 ••• Joint 2 Joint 10 : • • • • * 22111bs. 1988 lbs. • • • •• • , : • • -1492 lbs. -1085 lbs. e• ...-gs 11111 30 Ibs. each 7 - 0 - 0 MONO HT 2 - 0 - 10 3.00 0.00 Joint 2 Joint 5 709 Ibs. 674 lbs. -715 lbs. -402 lbs. __--__!-- -..=5"----- "` 2 r ____, L 11112 37 Ils. each 8 - 8 - 0 ROOF TRUSS - 0 - 10 3.00 0.00 Joint 2 Joint 5 878 lbs. 813 lbs. 409 lbs. -493 lbs. Mil 3 1 HH2B 34 Ibs. each 8 - 8 - 0 ROOF TRUSS 1 - 8 - 14 3.00 0.00 Joint 1 Joint 4 638 lbs. 843 lbs. -373 lbs. -549 lbs. 11111111 -------- -- ----- - ----- - ___... \ \ , I 1-1113 113 37 lbs. each - 8 - 0 ROOF TRUSS - 6 - 10 3.00 ' 0.00 Joint 2 Joint 5 690 lbs. 420 lbs. -672 lbs. -228 Ibs. :----------& --c- __-_-:-----_--:z' . HH3B 34 lbs. each 8 - 8 - 0 ROOF TRUSS -2-14 3.00 0.00 Joint 1 Joint 4 450 Ibs. 450 lbs. -236 lbs. -284 Ibs. _-- - _ 10 J1 6 lbs. each 1 - 0 -0 ROOF TRUSS 1 - 0 - 10 3.00 0.00 Joint 2 Joint 3 J nt 4 448 lbs. 351 lbs. lbs. -753 lbs. -172 lbs. I--_JLJ r IL 2 JIA 3 lbs. each 1 - 0 - 0 ROOF TRUSS - 8 - 14 3.00 0.00 Joint 1 Joint 2 Joint 3 49 lbs. 40 lbs. 9 lbs. -21 lbs. -43 lbs. ROYAL TRUSS CORP. 9550 NW 79 AVE #5 HIALEAH, FL 33016 Phone: 305-822-0020/21 Fax: 305422 -0029 e y To: ORONI CONST. Reaction Summary Job Number: Page: 2 Date: 11-05 -2007 - 8:53:25 AM Project ID: 10 -22 -07 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer: Eddie Davis Salesperson: Quote Number: Name: Phones Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: ■ 10 J3 12 Ibs. each 3 - 0 - 0 ROOF TRUSS 1- 6 -10 3.00 0.00 Joint 2 Joint 3 Joint 4 445 Ibs. 71 lbs. 25 lbs. -629 lbs. s• • J3A 9 lbs. each 3 - 0 - 0 ROOF TRUSS 1-2- 14 3.00 0.00 Joint 1 Joint 2 Joint 3 138 lbs. 113 Ibs. 25 lbs. -69 Ibs. -109 lbs. moi • 1 J5 15 lbs. each 5 -1 -1 ROOF TRUSS 1- 9- 2 3.00 0.00 Joint 1 Joint 2 Joint 3 253 lbs. 207 Ibs. 46 lbs. - 1311bs. - 1921bs. dJ - �� 10 J7 24 Ibs. each 7 - 0 - 0 ROOF TRUSS 2 - 6 -10 3.00 0.00 Joint 2 Joint 3 Joint.4 606 lbs. 255$1bs. 65 Ibs. -634 lbs. -194 lbs. L d 11 M1 38 lbs. each 8 - 8 - 0 ROOF TRUSS 2 -11 -10 3.00 0.00 Joint Joint? 683 lbs. 426 lbs. • -661 lbs. -215 1bs. ------ 11 MIB 35 lbs. each 8 - 8 - 0 ROOF TRUSS 2 - 7 -14 3.00 0.00 Joint 1 Joint 6 443 lbs. 4571bs. -2231bs. -271 lbs. O' • 6 M2A 18 lbs. each 5 - 0 - 0 ROOF TRUSS 2 - 0 -10 3.00 0.00 Joint 2 John 3 Joint 4 40 512 lbs. 149 lbs. 45 lbs. (PM -610 lbs. -89 Ibs. jj ■ d ■ 3 M2C 15 Ibs. each 5 - 0 - 0 ROOF TRUSS 1 - 8 -14 3.00 0.00 Q10,0O Joint 1 John 2 Joint 3 `, �mcj 255 lbs. 209 lbs. 46 1b *0cv ., eVe - 1331bs. -193 lbs. 49 % \` F� J --....-411114,11111110 ii► ,_ 5 (I) 5 -Ply T1 191 lbs. each 32 - 2 - 0 2X4/2X6 ROOF TRUSS COMMON 4 - 6 - 2 3.00 0.00 4 - 9 -14 3.00 0.00 Joint 24 Joint 13 . • a, 18247 Ibs. 15421 4. "c r; • • �G: -8763 lbs - 7539lbs.** • €h3' • • Joint 2 Joint 10 • 1960 lbs. 1735 ibsr • • • • -1302 lbs. -892 lbs. • • • • • • • • • It 1 143 lbs. each 32 - 2 - 0 4 T3 166 Ibs. each 36 - 9 - 0 ROOF TRUSS 5 -4 -12 3.00 0.00 Joint2 Joint 10•••••i • •..• 2211 Ibs. 19881bs• • • • • • • • • -1431 lbs. -1025 lbs. • • • • r ... -...11111111...- 3 V11 34 lbs. each 12 - 0 - 0 ROOF TRUSS 1- 6 - 0 3.00 0.00 Joint 1 Joint 4 • • Jo z 3 • • 219 lbs. 6521bs.: • •7i1 '; Ls. . • - 1141bs. •- 3481bs • -11 lbs. • • • • • • • V15 49 lbs. each 16 - 0 - 0 COMMON 2 - 0 - 0 3.00 0.00 Joint 1 Joint 9 : J9 7 Jolt". • Joint I • 179 lbs. 471 lbs. • •204 :. -. 47i lbi. : 1791119. • -94 lbs. -266 lbs. -691 s. -266 Ibs• • -94 Ibs. ,----- 1 V19 62 lbs. each 20 - 0 - 0 ROOF TRUSS 2- 6- 0 3.00 0.00 Joint 1 Joint 9 Joint ' Joint 6 Joint 5 2141bs. 586 Ibs. 3551... 586 lbs. . 2141bs. -111 Ibs. -326 lbs. -138 . -326 Ibs. -111 lbs. - - -- 1 V23 76 lks. each 24 - 0 - 0 ROOF TRUSS 3- 0- 0 3.00 0.00 Joint 1 Joint 9 John John 6 Joint 5 304 lbs. 7941bs. 1821.. 794 Ibs. 304 lbs. -158 lbs. 448 lbs. -28 I, •( -448 lbs. -158 lbs. 3 1 V27 9316s. each 28 - 0 - 0 ROOF TRUSS 3- 6- 0 3.00 0,00 John 1 Joint 11 Joint 9 John 8 Joint 7 216 lbs. 455 lbs. 4141,... 568 lbs. 216 lbs. -106 lbs. -166 lbs. -224 .�. -321 lbs. - 1061bs. .._ 3 3 V3 6 lbs. each V8 21 lbs. each 4 - 0 - 0 8 - 0 - 0 ROOF TRUSS COMMON 0- 6- 0 3.00 0.00 1 0 3.00 0.00 Joint 1 Joint 2 Joi 62 Ibs. 125 Ibs. 62 s. -57 lbs. -98 lbs. -5 /ibs. J 149 lbs. 320 lbs. 49 lbs. -97 lbs. -159 Ibs. -97 lbs. Job Truss Truss Type Qty PIy ORONI CONST. 10 -22 -07 CJ6 ROOF TRUSS 5 1 Job Reference (optional) - 2 -9 -15 2 -9 -15 500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:11 2007 Page 3-8-1 3-8-1 7-0-14 3-4-13 Scale= 1:17.0 3-8-1 3-8-1 7 -0-14 3-4-13 1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TP12002 CSI TC 0.81 BC 0.20 WB 0.07 (Matrix) DEFL in (Ioc) l/defl Ud Vert(LL) 0.00 2 *--- 240 Vert(TL) -0.14 2-6 >565 240 Horz(TL) 0.07 7 n/a n/a LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.2ND REACTIONS (Ib /size) 2= 547/0 -11 -5, 6= 379/0 -3-8, 7= 0/0 -1-8 Max Horz2= 129(LC 2) Max Uplift2=-375(LC 2), 6=- 204(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-8 =0/25, 2 -8 =0/25, 2 -3=- 64/36, 3 -4 =5/0 BOT CHORD 2- 6 =0/0, 5 -6 =0/0 WEBS 3-6= 294/246, 1 -7 =0/0 PLATES GRIP MT20 244/190 •Weight: 31 lb BRACING • • • • • TOP CHORD Structural wooctsheaihing • disecitp 'Applied or 6-(f4 oc purlins. . • BOT CHORD Rigid ceiling dfrtett$applied • or 1010 -0 oc br cigq.•; •••• •• • • • • • • • • •••• • •• • • • • • • •• •• • • • •• • • •••• • • • • •••• • • • •• • ••• • • • • •• NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 Ib uplift at joint 2 and 204 Ib uplift at joint 6. 5) 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 =1.00 Uniform Loads (plf) Vert: 1 -8 = -90 Trapezoidal Loads (plf) John A. i .8 PE # 36205 Vert: 8= 0(F =45, B= 45)- to- 3=- 153(F = -31, B = -31), 3 =- 93(F =-31, B =- 31)- to- 4 =- 99(F = -35, B = -35), 2= 2(F =9, 305- 823 -7303 B =9)- to-5=- 35(F = -8, B =-8) NOV 0 6 2007 14337 Commerce Way Miami Lakes, FL 33Q-j Job 10 -22-07 Royal T 3-8-1 5Q0 s Mar 8 2007 MTek Industries, Inc. Mon Nov 05 08:51:11 2007 Page 1 1 3-8-1 2.12 12 7 -0-14 3-4-13 Scale = 1:11.7 2x4 11 2 3x4 = 3-8 -1 7-0-14 2x4 11 3-8-1 3-4-13 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incl. NO Code FBC2004/TPI2002 CSI TC 0.92 BC 0.20 WB 0.09 (Matrix) DEFL in (loc) I/defl Vert(LL) 0.00 1 Vert(TL) -0.14 1 -5 >564 Horz(TL) 0.00 n/a L/d 240 240 n/a PLATES GRIP MT20 244/190 •Weigtlt: 23 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 219/0 -11 -5, 5= 449/0 -3-8 Max Horz 1= 106(LC 2) Max Uplift1= 108(LC 2), 5=- 261(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 76/51, 2- 3 = -5/0 BOT CHORD 1- 5 =0/0, 4 -5 =0 /0 WEBS 2-5=-364/304 BRACING TOP CHORD • • • • • • • Structural woocistheaihing directly applied or 64-9 oc purlins. • BOT CHORD Rigid ceiling dfreetf•applied or 10P -0-0 oc •••• •• • • • • • • • •••• • •• • • •• •• •••••• • • • • • • • • • • •• • NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 Ib uplift at joint 1 and 261 Ib uplift at joint 5. r 4) 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 =1.00 Trapezoidal Loads (plf) Vert: 1=-7(F=41, B=41)-to-2=-153(F=-31, B = -31), 2=- 93(F = -31, B=- 31)- to- 3=- 99(F =-35, B = -35), 1=- 2(F =9, B= 9)- to- 4=- 35(F =8 B = -8) • • • •••• • • ••.• ••• • • • •• John A. liter, PE # 36205 305 - 823 -7303 NOV 0 6 2007 14337 Commerce Way Warn/ Lakes, FL 33018 • • • • • - • • • • Truss Truss Type Qty Ply ORONI CONST. CJ7A ROOF TRUSS 1 1 co r,,:.,, uosieeti n.,..4,..... �� ,.,& r..,.4:- ., -_�__ Job Reference (optional) 3-8-1 5Q0 s Mar 8 2007 MTek Industries, Inc. Mon Nov 05 08:51:11 2007 Page 1 1 3-8-1 2.12 12 7 -0-14 3-4-13 Scale = 1:11.7 2x4 11 2 3x4 = 3-8 -1 7-0-14 2x4 11 3-8-1 3-4-13 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incl. NO Code FBC2004/TPI2002 CSI TC 0.92 BC 0.20 WB 0.09 (Matrix) DEFL in (loc) I/defl Vert(LL) 0.00 1 Vert(TL) -0.14 1 -5 >564 Horz(TL) 0.00 n/a L/d 240 240 n/a PLATES GRIP MT20 244/190 •Weigtlt: 23 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 219/0 -11 -5, 5= 449/0 -3-8 Max Horz 1= 106(LC 2) Max Uplift1= 108(LC 2), 5=- 261(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 76/51, 2- 3 = -5/0 BOT CHORD 1- 5 =0/0, 4 -5 =0 /0 WEBS 2-5=-364/304 BRACING TOP CHORD • • • • • • • Structural woocistheaihing directly applied or 64-9 oc purlins. • BOT CHORD Rigid ceiling dfreetf•applied or 10P -0-0 oc •••• •• • • • • • • • •••• • •• • • •• •• •••••• • • • • • • • • • • •• • NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 Ib uplift at joint 1 and 261 Ib uplift at joint 5. r 4) 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 =1.00 Trapezoidal Loads (plf) Vert: 1=-7(F=41, B=41)-to-2=-153(F=-31, B = -31), 2=- 93(F = -31, B=- 31)- to- 3=- 99(F =-35, B = -35), 1=- 2(F =9, B= 9)- to- 4=- 35(F =8 B = -8) • • • •••• • • ••.• ••• • • • •• John A. liter, PE # 36205 305 - 823 -7303 NOV 0 6 2007 14337 Commerce Way Warn/ Lakes, FL 33018 • • • • • - • • • • Job Truss Truss Type Qty Ply ORONI CONST. 10 -22 -07 GR1 ROOF TRUSS 1 Job Reference (optional) 3-8-8 3-8-8 3.00 12 7-0 -0 3-3-8 3x4 11 -7 -6 4x10 = 3 4 -7 -6 16-1 -0 3x5 = 4 4 -5-10 500 s Mar 8 2007 MiTek Industries, Inc. on Nov 0508:51:12 2007 Page 1 20 -6-10 4-5-10 3x5 = 3x8 =5x12 MT2OH WB= 5 6 7 25-2 -0 1 28-5 -8 4 -7-6 3-3-8 4x10 = 8 3x4 32 -2-0 134 -2 -0 3-8-8 2-0-0 Scale = 1:58.2 10 4x10 = 3-8-8 3 -8-8 20 19 2x4 II 3x10 = 1 7-0-0 1 11-7 -6 3-3-8 4-7-6 18 17 16 6x12 MT2OH= 3x4 = 2x4 II 6x12 MT2OH= 15 14 3x4 = 16-1 -0 20 -6-10 - 4-5-10 4 -5-10 Plate Offsets (X,Y): [3:0- 5- 0,0 -2-4], [6:0- 6- 0,Edge], [8:0- 5- 0,0 -2-4] 13 3x10 = 12 2x4 II' 4x10 = 25-2 -0 28-5 -8 32 -2-0 4-7-6 3-3-8 3-8-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/ TP12002 CSI TC 0.83 BC 0.64 WB 0.46 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2ND *Except* 3- 62X4 SYP SS, 6- 82X4SYPSS BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 3513/0-8 -0, 10= 3739/0 -8-0 Max Horz 1= -68(LC 2) Max Uplift1= 2069(LC 2), 10=-2479(LC 2) DEFL in (Ioc) l/defl Ud PLATES GRIP Vert(LL) 0.91 16 >416 240 MT20 244/190 Vert(TL) -1.42 16 >266 240 MT2OH 187/143 Horz(TL) 0.20 10 n/a n/a • • • • • • • •• • • • • BRACING • • • • • • • • TOP CHORD Structural wogct §thing directly applied q13 -3-1§ oc purlins. BOT CHORD Rigid ceiling darecuy applied cr 5- 9 -5•oc bracing. • •••• • •• •• •• • • • • *Weight 352 Ib • • • •• •• • • • • • • FORCES (Ib) - Maximum Compression/Maximum Tension • • TOP CHORD 1-2=-10325/6106, 2 -3= 11677/6995, 3-4= 11323/6830, 4-5 =- 14955/9055, 5-6=- 14917/8985, • • • 6-7=- 14917/8985, 7- 8=- 11251/6696, 8- 9=- 11603/6855, 9-10 =- 10108/5702, 10-11 =0/35 BOT CHORD 1- 20=- 5714/9809, 19 -20= 5714/9809, 18- 19=- 8843/14955, 17- 18=- 9632/16271, 16- 17=- 9632/16271, 15- 16=- 9632/16271, 14-15= 9632/16271, 13 -14 =- 8774/14917, 12- 13=- 5320/9599, 10 -12 =- 5320/9599 WEBS 2- 20=- 438/309, 2- 19=- 949/1820, 3-19 =- 1154/2155, 4-19 =- 4053/2399, 4- 18=- 150/657, 5-18 =- 1527 /855, 5-16= 0/278, 5-14 =- 1554/931, 7- 14=- 176/667, 7- 13=- 4078/2469, 8- 13=- 1116/2135, 9-13 =- 1221/1872, 9-127- 513/450 • ••••• • •••• • • ••• • • • • • •• • • • NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 706 Ib down and 419 Ib up at 25-2 -0, and 706 Ib down and 419 Ib up at 7-0-0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 2) 2 -ply truss to be connected together with 10d (0.148 "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. John A. liter, PE # 36205 Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 706 Ib down 305 - 823-7303 and 419 Ib up at 25 -2 -0, and 706 Ib down and 419 Ib up at 7 -0 -0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 3) All Toads 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 (6), unless337 Commerce Way otherwise indicated. Miami Lakes, FL 33016 NOV 0 6 2007 4) Unbalanced roof live loads have been considered for this design. Continued on page 2_ _ cZ Truss Type ROOF TRUSS Job 10 -22 -07 Truss GR1 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies Qty 1 ., Ply ORONI CONST. Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:12 2007 Page 2 NOTES 5) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 1I; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2069 Ib uplift at joint 1 and 2479 lb uplift at joint 10. 10) Girder carries hip end with 7 -0-0 end setback. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 706 Ib down and 419 Ib up at 25 -2 -0, and 706 Ib down and 419 Ib up at 7 -0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Verb 1- 3 = -90, 3-8=-187(F=-97), 8-11=-90, 1-19=-20, 13- 19=- 42(F = -22), 10-13=-20 Concentrated Loads (Ib) Vert: 19---706(F) 13=-706(F) • • • • • • • • • •• • • • • • • • • • • •••• •• • • • • • • • • •••• • •a • • • • • • •• •• • • •••••• • • • •• •• •• • • •••• • • • • •••• • • • • • John A. liter, PE # 36205 305- 823 -7303 NOV 0 6 2007 14337 Miami Lakes FL 33016 Job Truss Truss Type Qty Ply ORONI CONST. 10 -22 -07 H1 HIP 1 1 Job Reference (optional) oyal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 4-8-7 4 -8 -7 3.00 12 9 -0-0 4-3-9 13-9 -4 5x8 = 3 4-9-4 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:13 2007 Page 1 18 -4-12 3x4 = 4 4-7 -8 23-2 -0 27 -5-9 2x4 11 4x5 = 5 6 4 -9-4 5x8 = 7 4-3-9 3x4 —u 3x4 m.—..■01111011■1■_.101. ._'00•—•Ibbb■ 32 -2 -0 34-2 -0 1 4-8 -7 4x10 = 18 17 16 2x4 II 5x8 WB= 3x4 = 4-8-7 9-1 -12 13-9 -4 4-8-7 4-5-5 4-7 -8 15 3x5 = 14 3x10 13 12 3x4 = 5x8 WB= 18 -4 -12 23-0 -4 4 -7-8 4-7 -8 11 2x4 I I 27 -5-9 32 -2 -0 2 -0 -0 Scale = 1:58.4 4x10 = 4-5-5 4-8-7 Plate Offsets (X,Y): [1:0- 0- 3,0- 0 -14], [3:0- 5- 4,0- 2 -12], [5:0- 2- 8,Edge], [7 0- 5- 4,0- 2 -12], [9 :0 -0-3,0 -0-14] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.86 BC 0.51 WB 0.38 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 1725/0-8-0, 9= 1950/0 -8-0 Max Horz 1= -53(LC 2) Max Uplift1- 942(LC 2), 9= 1352(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2- 5012/2737, 2- 3=- 4674 / 2637, 3-4 =- 5459/3151, 4-5=- 5435/3115, 5-6 =- 5435/3115, 6-7=- 5435/3115, 7- 8=- 4636/2564, 8-9=- 4842/2426, 9 -10 =0/27 1 -18 =- 2500/4726, 17- 18=- 2500/4726, 16 -17 =- 2357/4506, 15-16= 2357/4506, 14-15- 2909/5459, 13 -14=- 2286/4469, 12 -13- 2286/4469, 11 -12- 2187/4556, 9-11= 2187/4556 3-17 =- 17/204, 7- 12= 0/178, 2- 18= 0/64, 4-15 =-487 /332, 6- 14=- 425/342, 8-11= 0/144, 2 -17= 274/163, 3-15 =- 620/1257, 4 -14 =- 160/118, 7- 14=- 659/1266, 8 -12= 136/214 DEFL in (Ioc) I/defl Lid Vert(LL) 0.7214 -15 >527 240 Vert(TL) - 1.2114 -15 >312 240 Horz(TL) 0.23 9 n/a n/a • • • • • •• • BRACING TOP CHORD PLATES MT20 �IVeight 150 Ib• . • GRIP 244/190 •• • • Structural woofl•srlttring directly0applied oe2 -3-1 cjc purlins. BOT CHORD Rigid ceiling dij& II'applied cy1'3s1 f-1 oc bracing. •••• • •• ••••• • • • • ••••• BOT CHORD WEBS • • •• •• • •••••• • • • • • • ••• • • • • • •••• • • • • • •• • ••• • • • • • •• • • • NOTES 1) Unbalanced roof live Toads have beer).considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 942 Ib uplift at joint 11ohn A. liter, PE # 36205 and 1352 Ib uplift at joint 9. 305-823 -7303 LOAD CASE(S) Standard Nov 0 6 2007 Miami Lakes, FL 33016 Job 10 -22 -07 Truss H2 Truss Type HIP Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 1 4 -8 -7 4-8-7 3.00 •2 3x4 9-0 -0 4-3-9 1 5x8 = 3 13 -9-4 4-9-4 1 Qty 1 Ply 1 ORONI CONST. Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:13 2007 Page 1 18 -4 -12 3x4 = 4 4 -7-8 2x4 11 4x5 = 5 6 23-2 -0 27 -5-9 32 -2-0 1 34 -2 -0 1 4 -9-4 4 -3-9 5x8 = 7 4-8-7 2-0-0 Scale = 1:58/ 8 4x10 = 4-8-7 4-8-7 18 17 16 2x4 II 5x8 WB= 3x4 _m_`ii+.`10I =' 15 14 13 12 11 3x5 = 3x10 = 3x4 = • • 2x4 I:* 5x8 WB =s '••'- • •••••• • •••• • • •••• • ••• •••••• • •• • • • • • •• • • I I 9-1 -12 13-9 -4 1 18-4 -12 I 23-0 -4 1 24146-96• • I • 32 -2-0 1 4 -5 -5 4-7-8 4 -7-8 4-7 -8 Plate Offsets (X,Y): [1:0- 0- 3,0- 0-14], [3:0- 5- 4,0- 2 -12], [5:0- 2- 8,Edge], [7 0- 5- 4,0- 2 -12], [9:0 -0-3,0 -0-14] 4x10 = • • • • • • • • • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.86 BC 0.51 WB 0.38 (Matrix) • • • O • • DEFL in (loc) I/defl • • •Ud• Vert(LL) 0.7214 -15 >527 240 Vert(TL) - 1.2114 -15 >312 240 Horz(TL) 0.23 9 n/a n/a • •PEATE:S ' GRIP' MT2© • 2441190 Weight 150 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2 -3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11 -1 oc bracing. REACTIONS (Ib/size) 1= 1725/0 -8-0, 9= 1950/0 -8-0 Max Horz 1= -53(LC 2) Max Uplift1- 942(LC 2), 9=- 1352(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2- 5012/2737, 2- 3=- 4674/2637, 3- 4- 5459/3151,'4 -5 =- 5435/3115, 5-6- 5435/3115, 6-7- 5435/3115, 7-8=- 4636/2564, 8-9=- 4842/2426, 9-10 =0/27 BOT CHORD 1-18=-2500/4726, 17-18=-2500/4726, 16- 17=- 2357/4506, 15 -16 =- 2357/4506, 14-15=-2909/5459, 13-14=-2286/4469, 12- 13=- 228614469, 11 -12 =- 2187/4556, 9-11- 2187/4556 WEBS 3- 17=- 17/204, 7- 12= 0/178, 2 -18= 0/64, 4-15 =-487 /332, 6-14 =- 425/342, 8-11= 0/144, 2 -17 =- 274/163, 3- 15=- 620/1257, 4 -14- 160/118, 7- 14=- 659/1266, 8 -12 =- 136/214 NOTES 1) Unbalanced roof live loads have beep considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 942 Ib uplift at joint 1 and 1352 Ib uplift at joint 9. LOAD CASE(S) Standard John A. liter, PE # 36205 305- 823 -7303 NOV 0 6 1007 14337 Commerce Way Miami Lakes, FL 33016 1 )b 0 -22 -07 ?oval Tniss Corp Hialeah Truss H3 Gardens FL 33016 Truss Type HIP Ca-'°- ^ -•• °-- Qty 1 Ply 1 ORONI CONST. Job Reference (optional) 4-8-7 9-0-0 4 -8-7 4-3 -9 3.00 12 3x4 13-9 -4 5x8 = 3 4 -9-4 500 s Mar 8 2007 MTek Industnes, Inc. on Nov 05 08:51:14 2007 Page 1 18 -4-12 3x4 = 4 4-7-8 { 23-2 -0 2x4 II 4x5 = 5 6 4-9-4 27 -5 -9 5x8 = 7 4-3-9 3x4 2 x � � 32 -2-0 134 -2 -01 4-8 -7 2 -0-0 Scale = 1:58., 4x10 = 4-8-7 4-8-7 18 2 x 4 I I 17 16 5x8 WB= 3x4 = 9-1 -12 4 -5-5 Plate Offsets (X,Y): [1:0 -0-3,0 -0-14] 13-9 -4 4-7-8 15 14 13 12 3x5 = 3x10 = 3x4 = 5x8 WB= o 18 -4-12 4-7-8 { 23-0 -4 4-7-8 11 • • • • 2x4 1I :1•••• • • • •• -r •••••• • • • 4x10 = • • • • • •••• •• • • • • • • • • •••• • •• • 2i#-9• • • • • •••••• • 32 -2-0 4-13-7 • • • • • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 [3:0- 5- 4,0- 2 -12], [5:0- 2- 8,Edge], [7 0- 5- 4,0- 2 -12], [9:0 -0-3,0 -0-14] SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TP12002 CSI TC 0.86 BC 0.51 WB 0.38 (Matrix) • • Ala AI • • DEFL in (loc) I/defl • • • •L/d• Vert(LL) 0.7214 -15 >527 240 Vert(TL) - 1.2114 -15 >312 240 Horz(TL) 0.23 9 n/a n/a • • •PL'q,TPD ' GRIP' MT20 • 244/190 Weight 150 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -3-1 oc BOT CHORD 2 X 4 SYP SS purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 3-11 -1 oc bracing. REACTIONS (lb/size) 1= 1725/0 -8-0, 9= 1950/0 -8-0 Max Horz 1=-53(LC 2) Max Upliftl=- 942(LC 2), 9- 1352(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-5012/2737, 2- 3=- 4674/2637, 3-4=- 5459/3151, 4- 5=- 5435/3115, 5-6=- 5435/3115, 6-7- 5435/3115, 7- 8=- 4636/2564, 8-9=4842/2426, 9 -10 =0/27 BOT CHORD 1 -18=- 2500/4726, 17- 18=- 2500/4726, 16-17- 2357/4506, 15- 16=- 2357/4506, 14 -15 =- 2909/5459, 13- 14=- 2286/4469, 12- 13=- 2286/4469, 11 -12- 2187/4556, 9-11 =- 2187/4556 WEBS 3-17- 17/204, 7- 12= 0/178, 2 -18= 0/64, 4-15 =- 487 /332, 6-14 =- 425/342, 8-11= 0/144, 2 -17- 274/163, 3-15 =- 620/1257, 4-14= 160/118, 7- 14=- 659/1266, 8-12- 136/214 NOTES 1) Unbalanced roof live loads have beer] considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 942 Ib uplift at joint 1 and 1352 Ib uplift at joint 9. LOAD CASE(S) Standard John A. Ifter, PE dS 36205 305- 823 -7303 NOV. 0 6 1007 Miami Lakes, FL 3 016 J 1 Ruyd� runs Corp, rna�ean uaraens, ru s3u16, Eddie Davies 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:15 2007 Page 1 4-8-7 4x10 = 1 4-8 -7 1 9 -0 -0 4 -3-9 3.00171-2- 3x4 13 -9-4 4 -9-4 5x8 = 3 3x4 = 4 18 -4 -12 4-7-8 23-2 -0 2x4 11 4x5 = 5 6 4-9-4 27 -5-9 5x8 = 7 4 -3 -9 3x4 2 n /11011MINNE 18 17 16 5x8 WB= 3x4 = 2x4 11 4 -8 -7 9-1 -12 1 13-9 -4 4-8-7 4-5-5 4-7 -8 . 15 14 13 12 3x5 = 3x10 = 3x4 = 5x8 WB= I. 18 -4-12 4-7-8 1 23-0 -4 4-7-8 Plate Offsets X, : 1:0 -0-3,0 -0-14 3:0- 5- 4,0 -2 -12 5:0- 2- 8,Ed•e , :0- 5- 4,0 -2 -12 , 9:0 -0-3,0 -0-14 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TP12002 CSI TC 0.86 BC 0.51 WB 0.38 (Matrix) 11 • • 2x4 11, • • • •• -S' • -, • •••••• ••••'•• • • •••••• • 32 -2 -0 1 34 -2 -0 1 4-8-7 2 -0-0 Scale = 1:58.4 • •••• •• • • • • • • •••• • •• • • 2i-e9• • • • 32 -2-0 4:" :•: 4-8 -7 • 10 V"- 6 4x10 ••••■• • • • • • • • • • 1 • • • •••• • DEFL in (Ioc) I/defl • •L/d • Vert(LL) 0.7214 -15 >527 240 Vert(TL) - 1.2114 -15 >312 240 Horz(TL) 0.23 9 n/a n/a • • GRIP' MMTT2� 244/190 Weight 150 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -3-1 oc BOT CHORD 2 X 4 SYP SS purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 3 -11 -1 oc bracing. REACTIONS (Ib /size) 1= 1725/0 -8-0, 9= 1950/0 -8-0 Max Horz 1 -53(LC 2) Max Uplift1= 942(LC 2), 9=- 1352(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 5012/2737, 2- 3=- 4674/2637, 3-4= 5459/3151, 4-5=- 5435/3115, 5-6 =- 5435/3115, 6-7= 5435/3115, 7- 8=- 4636/2564, 8-9=- 4842/2426, 9-10 =0/27 BOT CHORD 1-18=-2500/4726, 17-18=-2500/4726, 16-17= 2357/4506, 15 -16 =- 2357/4506, 14- 15=- 2909/5459, 13- 14=- 2286/4469, 12- 13=- 2286/4469, 11 -12 =- 2187/4556, 9 -11 =- 2187/4556 WEBS 3- 17=- 17/204, 7- 12= 0/178, 2 -18= 0/64, 4-15 =- 487/332, 6-14= 425/342, 8-11= 0/144, 2 -17 =- 274/163, 3-15 =- 620/1257, 4-14= 160/118, 7 -14=- 659/1266, 8 -12 =- 136/214 NOTES 1) Unbalanced roof live Toads have beer. ,. considered for this design. 2) Wind: ASCE 7 -02; 146mph (3-second gust); h=15ft TCDL= 5.0psf; BCDL= 5.0psf; Category I1; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 942 Ib uplift at joirgan and 1352 Ib uplift at joint 9. 305-82 A liter, PE E # 36205 LOAD CASE(S) Standard NOV 0 6 2007 14337 Commerce Way Miami L:1, in3z, FL 330'13 Truss Truss Type Qty Ply ORONI CONST. 22 -07 H4 HIP >, -- 1 Job Reference (optional) 4-8-7 4x10 = 1 4-8 -7 1 9 -0 -0 4 -3-9 3.00171-2- 3x4 13 -9-4 4 -9-4 5x8 = 3 3x4 = 4 18 -4 -12 4-7-8 23-2 -0 2x4 11 4x5 = 5 6 4-9-4 27 -5-9 5x8 = 7 4 -3 -9 3x4 2 n /11011MINNE 18 17 16 5x8 WB= 3x4 = 2x4 11 4 -8 -7 9-1 -12 1 13-9 -4 4-8-7 4-5-5 4-7 -8 . 15 14 13 12 3x5 = 3x10 = 3x4 = 5x8 WB= I. 18 -4-12 4-7-8 1 23-0 -4 4-7-8 Plate Offsets X, : 1:0 -0-3,0 -0-14 3:0- 5- 4,0 -2 -12 5:0- 2- 8,Ed•e , :0- 5- 4,0 -2 -12 , 9:0 -0-3,0 -0-14 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TP12002 CSI TC 0.86 BC 0.51 WB 0.38 (Matrix) 11 • • 2x4 11, • • • •• -S' • -, • •••••• ••••'•• • • •••••• • 32 -2 -0 1 34 -2 -0 1 4-8-7 2 -0-0 Scale = 1:58.4 • •••• •• • • • • • • •••• • •• • • 2i-e9• • • • 32 -2-0 4:" :•: 4-8 -7 • 10 V"- 6 4x10 ••••■• • • • • • • • • • 1 • • • •••• • DEFL in (Ioc) I/defl • •L/d • Vert(LL) 0.7214 -15 >527 240 Vert(TL) - 1.2114 -15 >312 240 Horz(TL) 0.23 9 n/a n/a • • GRIP' MMTT2� 244/190 Weight 150 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -3-1 oc BOT CHORD 2 X 4 SYP SS purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 3 -11 -1 oc bracing. REACTIONS (Ib /size) 1= 1725/0 -8-0, 9= 1950/0 -8-0 Max Horz 1 -53(LC 2) Max Uplift1= 942(LC 2), 9=- 1352(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 5012/2737, 2- 3=- 4674/2637, 3-4= 5459/3151, 4-5=- 5435/3115, 5-6 =- 5435/3115, 6-7= 5435/3115, 7- 8=- 4636/2564, 8-9=- 4842/2426, 9-10 =0/27 BOT CHORD 1-18=-2500/4726, 17-18=-2500/4726, 16-17= 2357/4506, 15 -16 =- 2357/4506, 14- 15=- 2909/5459, 13- 14=- 2286/4469, 12- 13=- 2286/4469, 11 -12 =- 2187/4556, 9 -11 =- 2187/4556 WEBS 3- 17=- 17/204, 7- 12= 0/178, 2 -18= 0/64, 4-15 =- 487/332, 6-14= 425/342, 8-11= 0/144, 2 -17 =- 274/163, 3-15 =- 620/1257, 4-14= 160/118, 7 -14=- 659/1266, 8 -12 =- 136/214 NOTES 1) Unbalanced roof live Toads have beer. ,. considered for this design. 2) Wind: ASCE 7 -02; 146mph (3-second gust); h=15ft TCDL= 5.0psf; BCDL= 5.0psf; Category I1; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 942 Ib uplift at joirgan and 1352 Ib uplift at joint 9. 305-82 A liter, PE E # 36205 LOAD CASE(S) Standard NOV 0 6 2007 14337 Commerce Way Miami L:1, in3z, FL 330'13 Job 10 -22 -07 Truss H5 Truss Type ROOF TRUSS Qty 1 Mar 8 Ply 2007 MiTek ORONI CONST. Job Reference (optional) Industries, Inc. Mon Nov 05 08:51:15 2007 Page 1 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s I -2 -0 -0 I 5-0-12 I 8-8 -0 I 13-7 -2 I 18-4 -8 23 -1 -14 28-1 -0 31-8 -4 36 -9-0 2 -0 -0 5 -0-12 3 -7-4 4 -11 -2 4 -9-6 4-9-6 4-11 -2 I I I 3 -7-4 5 -0-12 Scale = 1 :67. 3.00 12 2x4 11 5x8 =4 11 3x10 = 4x6 = 5x8 = 6x10 r 4 5 6 7 8 9 3x4 1 �'illhIIIIIIMIMI"Mgtll _' .. � 10 ta , 08,0 : 4x10 = -� __ °_' d 20 19 18 17 16 15 14 13 12 4x10 = 3x10 II 5x10 = 4x8 = 2x4 I I 4x8 = 4x5 = 2»Q• W ••• 10x12 = 7x8 WB= • ••a • ••••• t •• - .- • - . • • •••••• • • • • • • •••• •• • • • • • • • • •••• • •• • • • • 5-0-0 5012 • I 8-8-0 I 13-7-2 I 18-4-8 23 -1 -14 28-1-0 •.••3184 36-9-0 ••� •�• 5 -0-0 0-0 -12 3-7-4 I I 4-11 -2 4-9-6 4 -9-6 - 4-11 -2 r :••:8,7-4 •5 -0-12 • • Plate Offsets (X,Y): [7:0- 3- 0,Edge], [19:0- 3- 8,0 -2-8] • • • • • • • LOADING (psf) TCLL SPACING 2 -0-0 CSI DEFL in (loc) I/defl • •Ud • 'K V* • GRIP • 30.0 TCDL 15.0 Plates Increase Lumber Increase 1.00 1.33 TC 0.78 BC 1.00 Vert(LL) 0.73 15-16 >515 Vert(TL) -1.16 15-16 >323 240 240 MT20• • 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight 403 Ib TOP CHORD 2 X 4 SYP No.2ND *Except* 1- 42X4 SYP SS BOT CHORD 2 X 6 SYP SS *Except* 14-18 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 *Except 3 -19 2 X 4 SYP No.2ND, 4-17 2 X 4 SYP No.2ND 9-15 2 X 4 SYP No.2ND, 10-13 2 X 4 SYP No.2ND BRACING TOP CHORD Structural wood sheathing directly applied or 3 -0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. REACTIONS (Ib /size) 11= 3790/0 -8-0, 2=-2729/0-8-0, 20= 9138/0-8-0 Max Horz 2 =68(LC 2) Max Upliftl1=- 2114(LC 2), 2=-3009(LC 4), 20=-5044(LC 2) Max Grav 11= 3790(LC 1), 2= 1201(LC 2), 20= 9138(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/35, 2- 3=- 5826/10387, 3-4 =- 190/104, 4-5=-7169/4124, 5-6=-7169/4124, 6-7 =- 12106/6888, 7-8 =- 12106/6888, 8-9=-12106/6888, 9-10= 11065/6240, 10- 11=- 11952/6677 BOT CHORD 2-20=-9907/5641, 19- 20=- 9907/5641, 18- 19=- 77/346, 17 -18= 77/346, 16- 17=- 6167/11109, 15 -16=- 6167/11109, 1415 =- 5867/10620, 13 -14 =- 5867/10620, 12- 13=- 6345/11408, 11 -12=- 6345/11408 WEBS 3- 20=- 7332/4184, 3-19 =- 6014/10697, 4-19 =- 3505 /2043, 4-17 =- 4265/7640, 5-17 =- 438/364, 6 -17 =-4379 /2458, 6-16 =- 433/958, 6-15 =- 604/1122, 8- 15=- 407/346, 9- 15=- 930/1853, 9-13 =- 774/1529 , 10 -13 =- 747/461, 10- 12=- 300/653 NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 813 Ib down and 481 Ib up at 5 -0 -12, and 813 Ib down and 481 Ib up at 31 -8-4 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. John A. liter PE # 36205 2) 2 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: 305 -s23 -7303 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. NOV 0 6 2007 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) 813 Ib down14337 Commerce Way and 481 Ib up at 5 -0-12, and 813 Ib down and 481 Ib up at 31-8 -4 on bottom chord. The design /selection of s&f^mi Lakes, FL .:so•ls connection device(s) is the responsibility of others. Continued on page 2� _ Job T Truss T Truss Type Q Qty M MY O ORONI CONST. Hialeah Gardens, FL 33016, Eddie Davi .s Mar 8 2007 MTek Industries, Inc. Mon Nov 05 08:51:16 2007 Page 2 NOTES 3) 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. 4) Unbalanced roof live Toads have been considered for this design. 5) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 6) Provide adequate drainage to prevent water ponding. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2114 b uplift at joint 11, 3009 Ib uplift at joint 2 and 5044 Ib uplift at joint 20. 9) Girder carries tie-in span(s): 8-8 -0 from 5-0 -12 to 31 -8-4 10) Uplift for first LC exceeds limits 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 813 Ib down and 481 Ib up at 5 -0-12, and 813 Ib down and 481 Ib up at 31-8 -4 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert 1-4=-90, 49 =-90, 9- 11 = -90, 2-20=-20, 12-20=-185(F=-165), 11- 12=-20 Concentrated Loads (Ib) Vert: 20=- 813(F) 12=- 813(F) • • •:• •••••.. • •••■•• •••• • • •••• • • ■ • • • • •••••• • • ••••O• • • • •• • • • • • • • •• •■•■•• • • • • •• ••• • •••••• • • •, • • • • • • • •• • • • • • •••• • • •••• • • ••• • • • • • •• John A. liter, PE # 36205 305 - 823 -7303 NOV 0 6 2007 14337 Commerce Way Miami Lakes, FL 33016 Job 10 -22 -07 Truss H5A Truss Type ROOF TRUSS Qty 1 PIy 2 ORONI CONST. Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:17 2007 Page 1 1-2-0-0 5-0 -12 2 -0 -0 5 -0-12 3.00 TIT 3x4 8-8-0 13-7 -2 3-7-4 4 -11 -2 5x12 = 4 2x4 II 5 18-4-8 23-1-14 I 28 -1 -0 I 31-8 -4 I 36-9-0 4-9-6 4-9-6 4 -11 -2 3 -7-4 5 -0-12 Scale = 1:67.4 2x4 II 4x10 = 3x6 = 6 7 8 5x12 = 9 3x4 4x8 = 20 19 2 x 4 1 1 4x5 = 18 17 4x8 = 8x8 = 16 2x4 I I 15 14 8x8 = 4x8 = 13 4x5 = • • • • a •• ••- • 12 • 11 4x8 = • -* • • • • • • • •••• •• • • • • • • • • • •••• • •• ••••• • • • • 1 5-0-12 8-8-0 I 13-7-2 13r 18-4-8 I 23-1-14 I 28-1-0 •• • 41-8-4 •1 36-9 -0 I• 5-0-12 3-7-4 4-11 -2 0-1 -1 4-8-5 4-9-6 4-11 -2 • • -7-4 • 5 -0-12 • • Plate Offsets (X,Y): [4:0- 6- 0,0- 2- 0],[9:0- 6- 0,0 -2-0] • •••• • • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.85 BC 0.77 WB 0.83 (Matrix) • • • DEFL in (loc) I/defl • •L/d • Vert(LL) 0.2513 -15 >999 240 Vert(TL) - 0.4113 -15 >665 240 Horz(TL) 0.07 11 n/a n/a MT26• • GRIP • 244/190 Weight 403 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-2 -5 oc BOT CHORD 2 X 6 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib /size) 11= 2499/0 -8 -0, 2= 928/0 -8 -0, 17= 6772/0 -8-0 Max Horz 2=68(LC 2) Max Upliftl1=- 1391(LC 2), 2=- 799(LC 2), 17 .3766(LC 2) Max Grav11= 2516(LC 4), 2= 974(LC 3), 17=6772(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/35, 2- 3=- 1695/644, 3-4= 504/1154, 4-5 =- 2857 / 5298, 5-6=-2857/5298, 6-7 =- 4851/2771, 7-8=-4851/2771, 8-9=-4851/2771, 9 -10 =- 6097/3427, 10 -11=- 7775/4304 BOT CHORD 2- 20=- 550/1564, 19-20= 550/1564, 18-19= 1013/577, 17 -18= 1013/577, 16 -17 =- 443/1024, 15- 16=- 443/1024, 14-15= 3236/5994, 13 -14= 3236/5994, 12- 13=- 4068/7399, 11- 12=- 4068/7399 WEBS 3-20 =- 490/1173, 3-19=-2463/1250, 4-19=-732/1521, 4-17 =- 4956/2707, 5-17=-534/418, 6-17= 6854/3852, 6- 16=- 300/728, 6-15 =- 2384/4283, 8-15= - 444/368, 9-15 =- 1298/707, 9 -13=- 800/1577, 10 -13= 1612/940, 10 -12=- 459/938 NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 813 Ib down and 481 Ib up at 5 -0-12, and 813 Ib down and 481 Ib up at 31 -8-4 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 2) 2 -ply truss to be connected together with 10d (0.148"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) 813 Ib down and 481 Ib up at 5 -0-12, and 813 Ib down and 481 Ib up at 31 -8-4 on bottom chord. The design /selection aliP liter, PE # 36205 connection device(s) is the responsibility of others. 05- 823 -7303 3) 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. PIy to ply connections have been provided to distribute only loads noted as (F) or (B), unless NOV 0 6 2007 otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 14337 Commerce Way 5) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclos'Imi Lakes, FL 33016 C-C Interior(1); Lumber DOL =1.33 plate grip DOL= 1.00. LContinue on pagge_ _ -_ Job Truss Truss Type Qty Ply ORONI CONST. 10 -22 -07 H5A ROOF TRUSS 1 ; ;, Job Reference (optional) .500 s Mar 8 2007 MITek Industries, Inc. Mon Nov 05 08:51:17 2007 Page NOTES 6) Provide adequate drainage to prevent water ponding. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1391 Ib uplift at joint 11, 799 Ib uplift at joint 2 and 3766 Ib uplift at joint 17. 9) Girder carries tie-in span(s): 8-8-0 from 5 -0-12 to 31-8 -4 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 813 Ib down and 481 Ib up at 5 -0 -12, and 813 Ib down and 481 Ib up at 31-8 -4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pif) Vert 1-4=-90, 4-9=-90, 9-11=-90, 2- 20 = -20, 12- 20= 185(F= -165), 11- 12=-20 Concentrated Loads (Ib) Vert 20=- 813(F) 12=- 813(F) • ...• • ;''• • •••••• ••'• •••••• • •••••• . • • • •••• •• • • • • • - • •,' • 04 Of • • •• •• • • • • • • •••••• • • • • •••• • • • • •••• • • • • • •• • •S0 - • • • • • •• John A. liter, PE # 36205 305- 823 -7303 NOV 0 6 2007 143337 Commerce Way cos, 33015 Job Truss Truss Type Qty Ply ORONI CONST. 10 -22 -07 H6 HIP 2 1 Job Reference (optional) I -2-0 -0 I 5-6-8 2-0-0 5-6-8 3.00 12 10-8 -0 5-1 -8 15-9 -1 5x8 = 4 5-1 -1 500 s Mar 8 2007 Mt t ek Industries, Inc. Mon Nov 05 08:51:18 2007 Page 20 -11 -15 3x4 = 5 5 -2 -13 26 -1 -0 2 x 4 I I 4x6 = 6 7 5-1 -1 5x8 = 8 31 -2-8 5-1 -8 36-9 -0 5-6 -8 Scale = 1:68.0 3x4 = 3x4 2 • ' ` � � ++ 10 5x10 = 18 2 x 4 I I 17 16 15 3x4 = 5x12 MT2OH WB= 3x6 = 14 13 12 11 • ■ 3x10 = 3x4 = 2x4.11••••• 5x12 MT2OH WB= 4_ ••.•,.. i. • • •■•••• • • •••■•• • • • •••• •• ■ • • • • • •. •. •••• ■ •• • 5-6-8 I 10-6 -4 I 15-9 -1 I 20 -11 -15 I 26 -2 -12 •31. 7,°°"4-13-0 2 -3 • 5-6-8 4 -11 -12 5-2 -13 5-2 -13 5-2 -13 .4.1�1.1� . .5-6 -8 • • • • • • • •••• • 5x10 = •• • • • • Plate Offsets (X,Y): [2:Edge,0- 1 -10], [6:0- 3- 0,Edge], [10:Edge,0 -1 -10] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.90 BC 0.62 WB 0.42 (Matrix) • • DEFL in (loc) Udefl • • •I /d: Vert(LL) 0.9714 -15 >447 240 Vert(TL) - 1.6414 -15 >266 240 Horz(TL) 0.32 10 n/a n/a c) •RLATBS :Man MT2Q ; 244/190 MT2OH 187/143 Weight 176 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 1 -9-11 oc BOT CHORD 2 X 4 SYP SS purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 3-7 -14 oc bracing. WEDGE Left 2 X 4 SYP No.3, Right 2 X 4 SYP No.3 REACTIONS (lb /size) 10= 1988/0 -3-8, 2= 2212/0 -8-0 Max Horz2 =53(LC 2) Max Upliftl0=- 1085(LC 2), 2=-1491(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/27, 2 -3 =- 5835/2997, 3- 4=- 5400/2996, 4-5 =- 6185 / 3556, 5-6=- 6211/3587, 6-7=- 6211/3587, 7- 8= -6211/ 3587 ,8 -9=- 5496/3094,9 -10=- 6142/3356 BOT CHORD 2 -18= 2789/5514, 17 -18 =- 2789/5514, 16- 17=- 2733/5176, 15 -16 =- 2733/5176, 14 -15 =- 3335/6185, 13 -14= 2822/5264, 12 -13 =- 2822/5264, 11 -12=- 3154/5832, 10-11= 3154/5832 WEBS 4-17= 1/253, 8-12= 71/315, 3-18= 0/133, 5-15 =- 572/399, 7- 14=- 475/383, 9-11= 0/93, 3-17 =- 378/90, 4-15 =- 69111369, 5-14- 151/194, 8-14 =- 625/1309, 9-12 =- 608/344 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1085 Ib uplift at-j91M A. liter, PE # 36205 10 and 1491 Ib uplift at joint 2. 305 -823 -7303 LOAD CASE(S) Standard NOV 0 6 200? 14337 Commerce Way Miami Lakes, FL 3301 a J�Ob T Truss T Truss Type Q Qty P Ply O ORONI CONST. Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:18 2007 Page 1 -2 -0 -0 I 5 -6 -7 I 10-8 -0 I 15-9 -1 20 -11 -15 I I 2 .z i�- - - /�'' � �10 v s. LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3, Right 2 X 4 SYP No.3 REACTIONS (Ib /size) 10= 1988/0 -3-8, 2= 2212/0 -8-0 Max Horz2 =53(LC 2) Max UpIift10=- 1085(LC 2), 2=-1491(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/27, 2 -3 =- 5830/2995, 3- 4=- 5397/2994, 4-5= -6182/ 3554, 5-6=- 6208/3586, 6-7 =- 6208/3586, 7- 8=- 6208 / 3586, 8-9=- 5493/3093, 9-10 =- 6137/3353 BOT CHORD 2 -18= 2786/5509, 17 -18= 2786/5509, 16 -17 =- 2731/5174, 15-16= 2731/5174, 14- 15=- 3333/6182, 13 -14 =- 2820/5261, 12 -13=- 2820/5261, 11-12=-3151/5826, 10-11=-3151/5826 WEBS 4-17= 1/252, 8-12 =- 70/314, 3- 18= 0/133, 5- 15572/399, 7- 14=- 475/383, 9-11= 0/93, 3-17 =- 376/92, 4-15 =- 691/1368, 5- 14=- 151/194, 8-14 =- 624/1309, 9- 12=- 606/343 BRACING TOP CHORD Structural wood sheathing directly applied or 1 -9 -12 oc puffins. BOT CHORD Rigid ceiling directly applied or 3-7 -14 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. John A. liter, PE # 36205 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1085 Ib uplift at joint 305- 823_7303 10 and 1491 Ib uplift at joint 2. LOAD CASE(S) Standard NOV 0 6 2007 14337 ii Lakes, FL 33016 Job 10 -22 -07 Truss H8 Truss Type HIP 1Qty 2 Ply <r 1 ORONI CONST. Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:19 2007 Page 1 1- 2 -0 -01 5-6-7 1 10-8-0 1 15-9 -1 20 -11 -15 26-1 -0 31 -2 -9 36-9 -0 -1 1 I 1 2 -0-0 5-6-7 5-1 -9 5-1 -1 5-2 -13 5-1 -1 5-1 -9 5-6-7 Scale = 1:68J 2x4 11 3.00 Fir 5x8 = 3x4 = 4x6 = 5x8 = 5 6 7 x4_' 3x` i , I 1=1110111111• � 10 v -_. a 5x10 = 18 17 16 15 14 13 12 11 5x10 = 2 x 4 1 1 3x4 = 5x12 MT2OH WB= 3x10 = 3 x 4 = 2x4 I I 3x6 = 5x12 MT2OH WB= g - • • • • " • • • • ••. • •. • •• •••.•• • • • • • • ••V• •• • • • • • • • • 20-11-15 26 2 -12 3;-.21. I 5-6-7 I 10-6 -4 r9 -0 • 1 15-9-1 • I I 1 •. 1• • .Z••• 5-6-7 4 -11 -13 5-2 -13 5-2 -13 5-2 -13 4-,01,14 • :811607 Plate Offsets (X Y). [2:0- 0- 3,0- 1 -10], [6:0- 3- 0,Edge], [10:0- 0- 3,0 -1 -10] • • • • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.90 BC 0.62 WB 0.42 (Matrix) • " • DEFL in (Ioc) 1/defl • Ucj, • Vert(LL) 0.97 14-15 >447 • 240 • Vert(TL) - 1.63 14-15 >266 °X40 • Horz(TL) 0.32 10 n/a n/a • PLATES 'al ' 012). : w z0 • MI' P} • 187/143 •• Weight 176 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3, Right 2 X 4 SYP No.3 REACTIONS (Ib /size) 10= 1988/0 -3-8, 2= 2212/0 -8-0 Max Horz2 =53(LC 2) Max Uplift10= 1085(LC 2), 2=-1491(LC 2) FORCES (Ib) Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/27, 2- 3=- 5830/2995, 3-4=-5397/2994, 4-5 =- 6182 / 3554, 5-6=- 6208/3586, 6-7 =- 6208/3586, 7- 8=- 6208/3586, 8-9=- 5493/3093, 9-10 =- 6137/3353 BOT CHORD 2 -18 =- 2786/5509, 17- 182786/5509, 16 -17 =- 2731/5174, 15-16= 2731/5174, 14 -15 =- 3333/6182, 13 -14=- 2820/5261, 12 -13 =- 2820/5261, 11-12=-3151/5826, 10-11=-3151/5826 WEBS 4-17 =- 1/252, 8-12 =- 70/314, 3-18= 0/133, 5-15 =- 572/399, 7- 14=- 475/383, 9-11= 0/93, 3-17 =- 376/92, 4- 15= -691/1368, 5-14 =- 151/194, 8-14 =- 624/1309, 9- 12=- 606/343 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h=15ft TCDL= 5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1085 Ib uplift at8/ahrb A. liter, PE # 36,205 10 and 1491 Ib uplift at joint 2. 306-823 -7303 BRACING TOP CHORD Structural wood sheathing directly applied or 1 -9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7 -14 oc bracing. LOAD CASE(S) Standard NOV 0 6 2007 14337 Commerce Wa Miami Lakes, FL 33016 Job T Truss T Truss Type Q Qty P Ply O ORONI CONST. Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:20 2007 Page 1 -2 -0-0 , 5-6-7 I 10-8 -0 1 15 -9-1 1 1 2 3 ' ''�` 9 9 — - ■ LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 WEDGE Left 2 X 4 SYP No.3, Right 2 X 4 SYP No.3 REACTIONS (Ib /size) 10= 1988/0 -3-8, 2= 2212/0 -8-0 Max Horz2 =53(LC 2) Max Uplift10=- 1085(LC 2), 2=-1491(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/27, 2- 3=- 5830 / 2995, 3-4=-5397/2994, 4-5=- 6182/3554, 5-6 =- 6208/3586, 6-7 =- 6208/3586, 7- 8= -6208/ 3586, 8-9= 549313093, 9-10 =- 6137/3353 BOT CHORD 2- 18=- 2786/5509, 17 -18= 2786/5509, 16- 17~2731/5174, 15- 16=- 2731/5174, 14 -15 =- 3333/6182, 13 -14 =- 2820/5261, 12 -13= 2820/5261, 11 -12= 3151/5826, 10 -11=- 3151/5826 WEBS 4 -17 =1/ 252, 8-12= 70/314, 3-18= 0/133, 5-15 =- 572/399, 7- 14=- 475/383, 9-11= 0/93, 3-17 =- 376/92, 4-15 =- 691/1368, 5-14= 151/194, 8- 14=- 624/1309, 9 -12 =- 606/343 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. John .A, liter PE # 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1085 Ib uplift at .e3_7303 6205 10 and 1491 Ib uplift at joint 2. BRACING TOP CHORD Structural wood sheathing directly applied or 1 -9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7 -14 oc bracing. LOAD CASE(S) Standard NOV 0 6 2007 14337 Commerce Way Miami Lakes, FL 33016 Job Truss Truss Type Qty Ply ORONI CONST. 10 -22 -07 HH1 MONO HIP 2 1 Job Reference (optional) oyal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies -2 -0 -0 2-0-0 2 3.00 nT 5-0-0 5-0-0 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:20 2007 Page 1 7-0-0 4x10 = 3 2 -0-0 Scale =1:15.6 2x4 II 4 3x4 = 5-1 -12 5-1 -12 •6 • II:' •••••• • •••• • • • -• • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Ina NO Code FBC2004/TPI2002 CSI TC 0.99 BC 0.22 WB 0.14 (Matrix) DEFL in (Ioc) I/defl : •%<t•: Vert(LL) -0.01 2-6 >999 • 240 • Vert(TL) -0.05 2-6 >999 • 240• Horz(TL) 0.01 5 n/a � • eta •. -•_•. • • •. • • •• • • • • •7�• PLATES • •••• 3x4 = • • • • • • • I• • GRIP• • • • • Weiig11t 30Ib • • LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 2= 709/0 -8-0, 5= 675/0 -3-8 Max Horz2 =174(LC 2) Max Uplift2=- 715(LC 2), 5=- 402(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/27, 2-3=-731/313, 3- 4 =-0/0, 4-5=-140/130 BOT CHORD 2- 6=- 326/624, 5-6=- 341/666 WEBS 3-6=-144/417, 3-5 =- 844/432 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2 -3-13 oc purlins, except end verticals. Rigid ceiling directly applied or 9 -11 -14 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 715 Ib uplift at joint 2 and 402 Ib uplift at joint 5. 5) Girder carries hip end with 0-0-0 right side setback, 5-0-0 left side setback, and 5-0-0 end setback. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 321 Ib down and 210 Ib up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) 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 =1.00 Uniform Loads (pif) Vert: 2- 6 = -20, 5-6=-34(F=-14), 1-3=-90, 3- 4=- 151(F =-61) Concentrated Loads (Ib) Vert 6=- 321(F) John A. liter, PE # 36205 305 - 823_7303 NOV 0 6 2007 14337 Commerce Wa Miami Lakes, FL 33016 Job 10 -22 -07 Truss HH2 Truss Type ROOF TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies -2 -0-0 2 -0-0 5-0-0 Qty 3 Ply ORONI CONST. 1 Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:21 2007 Page 1 5 -0-0 4x5 = 8-8-0 3-8-0 Scale =1:18.6 3x5 = 5-0-0 5-0-0 • • • •• • • • • • •• • • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.99 BC 0.33 WB 0.38 (Matrix) DEFL in (Ioc) Vert(LL) 0.04 6 Vert(TL) -0.07 2-6 Horz(TL) 0.01 5 I/defl : • tit : >999 • 240 • >999 : 210i, , n/a a • PLATES MrfQB• • •••• Weigllt38 lb • • • • • I • • • GRIP• 24411511. • • • LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 5= 814 /Mechanical, 2= 878/0 -8-0 Max Horz2= 172(LC 2) Max Uplift5= 493(LC 2), 2=- 809(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/27, 2- 3=- 1298/634, 3-4 =- 1159/619, 4-5 =- 762/507 BOT CHORD 2- 6=- 633/1165, 5 -6=0/0 WEBS 3-6=- 64/137, 4- 6=- 673/1261 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2 -3-13 oc purlins, except end verticals. Rigid ceiling directly applied or 7-4-4 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss cohnections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 493 Ib uplift at joint 5 and 809 Ib uplift at joint 2. 6) Girder carries hip end with 0-0-0 right side setback, 5-0-0 left side setback, and 5-0-0 end setback. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 321 Ib down and 205 Ib up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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 =1.00 Uniform Loads (plf) Vert: 1- 3=-90, 3- 4=- 151(F =-61), 2- 6=-20, 5-6=-34(F=-14) Concentrated Loads (Ib) Vert 6=- 321(F) John A. lifer, PE # 36205 305- 823_7303 NOV 0 6 1001 Miami Commerce Way Lakes, FL 33016 Job 10 -22 -07 Truss HH2B Truss Type ROOF TRUSS Qty 1 PIy 1 ORONI CONST. Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:21 2007 Page 1 1 5-0-0 8 -8-0 I 1 5 -0-0 3-8-0 Scale = 1:15.1 4x5 = 3x6 = 3.00 FIT 2 3 1 • • •' wow: • 5 3x6 = . - •• •- • • • ••�••• 3x4 = •••••• • 4.11•:• • •••• •• • • • • • • • 5-0 -0 sso • • 5-0-0 . ''6:: • • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.64 BC 0.34 WB 0.40 (Matrix) DEFL in (Ioc) I/defl :•?4r: Vert(LL) 0.04 5 >999 • 240 • Vert(TL) -0.07 1 -5 >999 • 240 Horz(TL) 0.01 4 n/a ...n7a ; • .•••4— PLATES GRIM. WON, 244I331 • •.. •' • • ... Weigtjtt 34 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1= 638/0 -8-0, 4= 844 /Mechanical Max Horz 1= 119(LC 2) Max Upliftl=- 373(LC 2), 4=-548(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 1343/743, 2- 3=- 1226/745, 3-4=-791/561 BOT CHORD 1-5=-764/1236, 4 -5 =0/0 WEBS 2- 5=- 94/193, 3-5=- 810/1334 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3 -11 -11 oc purlins, except end verticals. Rigid ceiling directly applied or 6-8-4 oc bracing. NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss cohnections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 Ib uplift at joint 1 and 548 Ib uplift at joint 4. 6) Girder carries hip end with 0-0-0 right side setback, 5-0-0 left side setback, and 5-0-0 end setback. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 321 Ib down and 205 Ib up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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 =1.00 Uniform Loads (plf) Vert 1- 2 = -90, 2-3=-151(F=-61), 1-5=-20, 4- 5=- 34(F =-14) Concentrated Loads (Ib) Vert 5=- 321(F) John A. liter, PE # 36205 305 - 823 -7303 NOV 0 6 2007 14337 Commerce Wa Miami Lakes, FL 33016 Job 10 -22 -07 Truss HH3 Truss Type ROOF TRUSS Qty 3 Ply 1 ORONI CONST, Job Reference (optional) oyal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies -2-0 -0 2-0-0 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:21 2007 Page 1 7 -0-0 7 -0-0 8-8-0 1-8-0 4x10 = 3 3x4 = 7 -0-0 7 -0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004lTPI2002 CSI TC 0.86 BC 0.23 WB 0.09 (Matrix) Scale =1:18.6 2x4 I I • •. ••••••■• • •• 6 •• • • ■■■■■■ 2x4 L•••• 3x4 = 4141 • • • • 4100• ..... . • • •• • • • • • DEFL in (loc) I/defl : ill•; Vert(LL) 0.01 2-6 >999 • 240 • Vert(TL) -0.11 2-6 >887 • 240» Horz(TL) 0.01 5 n/a • +tia • • •••4. PLATES M11€0•• •••• Weight 37Ib • • • • • 1• 41 ..••• •••••• GRIP• • S0.A17r • LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2X4SYPNo.3 REACTIONS (Ib /size) 5= 420/0 -3-8, 2= 690/0 -8 -0 Max Horz 2= 213(LC 2) Max Uplift5=- 228(LC 2), 2=- 672(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/27, 2- 3=- 409/62, 3- 4 =-0/0, 4-5= -68/61 BOT CHORD 2- 6= 114/302, 5-6=- 107/314 WEBS 3-6= 0/159, 3-5=- 510/174 BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding and 672 Ib uplift at joint 2. Structural wood sheathing directly applied or 2 -3 -13 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0 -0 oc bracing. II; Exp C; enclosed; for quality assurance 228 Ib uplift at joint 5 LOAD CASE(S) Standard John A. liter, PE # 36205 305- 823 -7303 NOV 0 6 2007 14337 Miami Lakes, FL a Way 33016 Job Truss Truss Type Qty Ply ORONI CONST. 10 -22 -07 HH3B ROOF TRUSS 1 1 Job Reference (optional) Royal 1 Toss corp, la ea Gardens, FL 33D16, Eddie Davies • 7 -0-0 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:22 2007 Page 1 8 -8-0 7 -0-0 3.00 FIT 1 4x10 = 2 1-8-0 Scale = 1:15.0 2x4 II 3 3x4 = 7 -0-0 • • • • 4141 pp• •2x411 0410• • • 000• 7-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.48 BC 0.23 WB 0.09 (Matrix) • • •• .a DEFL in (Ioc) I/defl : • iki; Vert(LL) 0.01 1 -5 >999 • 240 • Vert(TL) -0.11 1 -5 >889 • 24(!• Horz(TL) 0.01 4 n/a • • en/a • • .. •ti••uoi • It • • • • • 4100 • 3x4I •- •• • • • • • • 8-84) • • • • •.$.�. .... • PLATES • •••• Wei94t 34 Ib •••...- GRIP I� 84444% • • • LUMBER TOP CHORD BOT CHORD WEBS 2 X 4 SYP SS *Except* 2 -3 2 X 4 SYP No.2ND 2 X 4 SYP No.2ND 2 X 4 SYP No.3 REACTIONS ( FORCES (Ib) TOP CHORD BOT CHORD WEBS Ib /size) 1= 450/0 -8-0, 4= 450/0 -3-8 Max Horz1 =159(LC 2) Max Uplift1- 236(LC 2), 4=-283(LC 2) - Maximum Compression/Maximum Tension 1- 2=- 407/87, 2-3=-0/0, 3-4= -68/61 1- 5=- 156/326, 4-5=- 150/338 2- 5= 0/159, 2- 4=- 548/243 BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL= 5.0psf; Category C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) Provide adequate drainage to prevent water ponding. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding and 283 Ib uplift at joint 4. Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0 -0 oc bracing. II; Exp C; enclosed; for quality assurance 236 Ib uplift at joint 1 LOAD CASE(S) Standard John A. liter, PE # 36205 305- 823 -7303 NOV 0 6 2007 Miamd Commerce Way Lakes, PL 33016 Job Truss Truss Type Qty Ply ORONI CONST. 10 -22 -07 J1 ROOF TRUSS 10 1 Job Reference (optional) 500 s Mar 8 2007 MI 1 l( Industnes, Inc. h -2-0 -0 1 -0 -0 3 2 -0-0 3.00 12 2 1 -0-0 Scale = 1:5.1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Ina YES Code FBC2004/TPI2002 CSI TC 0.70 BC 0.00 WB 0.00 (Matrix) • • DEFL in (loc) I/defl :•%id•; Vert(LL) 0.00 2 "*' • 240 • Vert(TL) -0.00 2 >999 • 240, Horz(TL) 0.00 3 n/a • • st?a • • • • I• •r•w• PLATES GRIP • • 244/144. •••• . . Weig&b LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 2= 448/0 -8-0, 4= 9/Mechanical, 3= 172/Mechanical Max Horz2 =90(LC 2) Max Uplift2=- 752(LC 2), 3=- 172(LC 1) Max Grav2= 448(LC 1), 4 =9(LC 1), 3= 352(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/27, 2- 3=- 110/152 BOT CHORD 2 -4 =0/0 BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding and 172 Ib uplift at joint 3. Structural wood sheathing directly applied or 1-0-0 oc purlins. Rigid ceiling directly applied or 10 -0-0 oc bracing. I1; Exp C; enclosed; for quality assurance 752 Ib uplift at joint 2 LOAD CASE(S) Standard John A. liter, P� # 36205 305 - 8,28 -7303 NOV 0 61007 14337 Commerce Way Miami Lakes, FL 33016 Job Truss Truss Type Qty Ply ORONI CONST. 10 -22 -07 J1A ROOF TRUSS 2 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MiTek Industries. Inc. Mon Nov 05 08:51:22 2007 Pace • 3x4 = 1-0-0 1-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.02 BC 0.00 WB 0.00 (Matrix) • • • •• • • •••••• •••• • • DEFL in (loc) Ildefl • i • r: Vert(LL) 0.00 1 **** ' 240 • Vert(TL) -0.00 1 >999 : 240• Horz(TL) -0.00 2 n/a •orga • '4••�i • • • • • •• • • • • • •• • • • Scale = 1:4.8 • • • • • • • • • eeeeee PLATES GRIP • • prat* • 244/491:1• •••• • • Weigh 3 Ib • • LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 1= 50/0 -8-0, 2= 41/Mechanical, 3 =9 /Mechanical Max Horz 1 =37(LC 2) Max Uplift1 =20(LC 2), 2= -43(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -22/14 BOT CHORD 1 -3 =0/0 BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen inspection. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding and 43 Ib uplift at joint 2. Structural wood sheathing directly applied or 1-0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. II; Exp C; enclosed; for quality assurance 20 Ib uplift at joint 1 LOAD CASE(S) Standard John A. liter, PE # 36205 305 - 623 -7303 NOV 0 6 2007 M ami Lakes FL 33016 Job Truss Truss Type Qty Ply ; ORONI CONST. 10 -22 -07 J3 ROOF TRUSS 10 1 Job Reference (optional) -2-0 -0 .500 s Mar 8 2007 MI 16K Industries, Inc. Mon Nov 05 08:51:22 2007 Page 3-0-0 2 -0 -0 3-0-0 3 Scale = 1:8.4 3x4 3-0 -0 • • •••• 3-0-0 • • •• • • •• • • • • • •• • • • • • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress lncr YES Code FBC2004/TPI2002 CSI TC 0.86 BC 0.03 WB 0.00 (Matrix) DEFL in (Ioc) I/defl : • 1#ci; Vert(LL) 0.00 2 **** " 240' Vert(TL) -0.00 2-4 >999 Horz(TL) -0.00 3 n/a • •n/a • PLA'rES •••• • GRIP "4/.1 O0 • • • ••• • eigrt 12 Ib • • LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3= 16/Mechanical, 2= 446/0 -8 -0, 4= 25/Mechanical Max Horz 2= 130(LC 2) Max Uplift2=-629(LC 2) Max Grav3 =71(LC 2), 2=446(LC 1), 4 =25(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/27, 2-3=-71/23 BOT CHORD 2 -4 =0/0 BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding LOAD CASE(S) Standard Structural wood sheathing directly applied or 2 -3-13 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. II; Exp C; enclosed; for quality assurance 629 lb uplift at joint 2. John A. liter, PE # 36205 305 - 823 -7303 NOV 0 6 2007 Miami Lakes, 3016 • Job Truss Truss Type Qty Ply ORONI CONST. 10 -22 -07 J3A ROOF TRUSS 2 1 Job Reference (optional) oyal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:23 2007 Page 1 3-0-0 2 1 3-0-0 3.00 12 3x4 = 3-0-0 • • • • • • •:• • • ••••• • • •i•• •••• 3-0-0 • • • • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TP12002 CSI TC 0.14 BC 0.03 WB 0.00 (Matrix) DEFL in (Ioc) l/defl : • i.r; Vert(LL) 0.00 1 ---- • 240 • Vert(TL) -0.00 1 -3 >999 • 241) Horz(TL) -0.00 2 n/a • aria •• • Scale = 1:6.7 • • • • • • • • • ••••• •••••• PLATES GRIP • • M�Q4 • • 244/394 • •••• • • Weiglrt 9 Ib • LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND BOT CHORD REACTIONS (Ib /size) 1= 139/0 -8-0, 2= 113/Mechanical, 3= 25/Mechanical Max Horz 1 =77(LC 2) Max Upliftl= -68(LC 2), 2 — 108(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -44/31 BOT CHORD 1 -3 =0/0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding and 108 Ib uplift at joint 2. Structural wood sheathing directly applied or 3-0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. II; Exp C; enclosed; for quality assurance 68 Ib uplift at joint 1 LOAD CASE(S) Standard John A. liter, PE # 36205 305 - 823 -7303 NOV 0 6 2007 14337 Commerce Way Miami Lakes, FL 33016 Job Truss Truss Type Qty Ply ORONI CONST. 10 -22 -07 J5 ROOF TRUSS 1 1 Job Reference (optional) , .500 s Mar S 2007 MTek Industnes, Inc. Mon Nov 05 08:51:23 2007 Page 5-1 -1 5-1 -1 3.00 12 cale= 1:9.5 1 3x4 = 5-1 -1 • • • • • •• • • •••• • • •••• • • •••••• • • •• • • • • • •• 5-1 -1 • • • • •••• • • • • • • • • ••• • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.45 BC 0.11 WB 0.00 (Matrix) DEFL in (Ioc) Vert(LL) 0.00 1 Vert(TL) -0.04 1 -3 Horz(TL) -0.00 2 Vdefl :' i d; **** • 240 • >999 • 24® n/a'• eta , •• PLATES GM' •11gaQ• • 2441Q •••• • • Weigh:15Ib • • LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND BRACING TOP CHORD BOT CHORD REACTIONS (1b /size) 1= 254/0 -8 -0, 2= 207/Mechanical, 3=46 /Mechanical Max Horz 1= 121(LC 2) Max Upliftl=- 131(LC 2), 2=- 192(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -69/49 BOT CHORD 1 -3 =0 /0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding and 192 Ib uplift at joint 2. Structural wood sheathing directly applied or 5-1 -1 oc purlins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. II; Exp C; enclosed; for quality assurance 131 Ib uplift at joint 1 LOAD CASE(S) Standard John A. liter, PE # 36205 305 - 823 -7303 NOV 0 6 2007 Miami Lakes, FL 33016 Job 10 -22 -07 Truss J7 Truss Type ROOF TRUSS Qty 10 Ply 1 ORONI CONST. Job Reference (optional) 08.51 :23 2007 Pane Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MiTek Industries. Inc. Mon Nov 05 -2-0 -0 2 -0-0 7 -0-0 7 -0-0 Scale = 1:14.9 3 •••• • • 7 -0-0 • •• • • • • • •• • • • 7 -0-0 • • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber lncrease 1.33 Rep Stress lncr YES Code FBC2004/TP12002 CSI TC 0.86 BC 0.21 WB 0.00 (Matrix) DEFL in (loc) I/defl :••111: Vert(LL) 0.00 2 **** • 240 • Vert(TL) -0.16 2-4 >481 • 249 Horz(TL) -0.00 3 n/a • •rYa; • • • 00000 PLATES GRID' •MT30► • ?.440 tQ •••• • • WeighP 24 Ib' • LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND BOT CHORD REACTIONS (lb /size) 3= 256/Mechanical, 2= 606/0 -8-0, 4 =65 /Mechanical Max Horz 2= 212(LC 2) Max Uplift3=- 193(LC 2), 2=- 634(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/27, 2-3=-93/55 BOT CHORD 2 -4 =0/0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding and 634 Ib uplift at joint 2. Structural wood sheathing directly applied or 2 -3-13 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. II; Exp C; enclosed; for quality assurance 193 Ib uplift at joint 3 LOAD CASE(S) Standard John A. liter, PE # 36205 305- 823 -7303 NOV 0 6 2007 14337 Commerce Way Miami Lakes, FL 33016 Job Truss Truss Type Qty Ply ORONI CONST. 10 -22 -07 M1 ROOF TRUSS 11 1 Dnvnl Tn,ee Pew. IJiolnNL. ra....1....•. Cl oanee r.,-r- n_.: -_ Job Reference (optional) 1 ••.- •....• • ....• v..,, , .�w , , YY•C. ✓QYIS -2 -0-0 2-0 -0 1 4-4-12 4-4 -12 500 s Mar 8 2007 MITek Industries, Inc. Mon Nov 05 08:51:23 2007 Page 3.00 12 1 8-8-0 4-3-4 Scale = 1:18.0 2x4 11 4 5 2x4 3x4 8-8-0 • • • • • •• • •••••• • •••••• •••• • • •••• ••• • • 7 •••t•• • 3x4•=.•• • •• • • • • • •• • • • • 8-8-0 • • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Ina YES Code FBC2004/ TPI2002 CSI TC 0.86 BC 0.42 WB 0.20 (Matrix) DEFL in (Ioc) I/defl : • Vert(LL) 0.00 2 ***' • 240 • Vert(TL) -0.38 2 -7 >255 • 240. Horz(TL) 0.01 7 n/a %ea • • •••••• • • PLATES GRIP.' •••• • • ;14,1 t4391b • • LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -7-8 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 9-2 -5 oc bracing. REACTIONS (Ib /size) 7= 427/0 -3-8, 2= 684/0 -8-0 Max Horz 2= 241(LC 2) Max Uplift7=- 215(LC 2), 2=-660(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/27, 2 -3=- 671/283, 3- 4= 53/32,4- 5 =2/0, 4-7=-177/153 BOT CHORD 2 -7- 3701578, 6 -7 =0/0 WEBS 3-7=- 600/385 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf Category I1; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 Ib uplift at joint 7 and 660 Ib uplift at joint 2. LOAD CASE(S) Standard John A. liter, PE # 36205 305- 823 -7303 NOV 0 6 2007 14337 Commerce Way Miami Lakes, FL 33016 Job Truss Truss Type 10 -22 -07 M1B ROOF TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 4-4-12 Qty 11 Ply 1 ORONI CONST. Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:24 2007 Page 1 8-8-0 4-4-12 3.00 12 2x4 4-3-4 2x4 II = 1:15.1 3 4 3x4 = 8 -8-0 8-8-0 • • • • • •• • • • • • • •••••• • • • • •• • 3x4 = •. •• • •• • • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.35 BC 0.44 WB 0.26 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 443/0 -8-0, 6= 457/0 -3-8 Max Horz 1= 188(LC 2) Max Upiift1= 223(LC 2), 6 — 271(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2=- 794/530, 2-3=-56/29, 3-4=-2/0, 3-6=- 165/130 BOT CHORD 1- 6=- 648/728, 5 -6=0/0 WEBS 2- 6=- 757/673 DEFL in (loc) I/defl • •r• • Vert(LL) 0.00 1 **** • €44 . Vert(TL) -0.38 1-6 >255 •.2sip., Horz(TL) 0.01 6 n/a ; nit • • • • BRACING • • • • • • • • • TOP CHORD Structural wood sheathing directly allied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6 -11 -11 oc bracing. • • • IIATBS • GAP••• 2•4:•M. • W6,914436 lb • 1 •••• • NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 Ib uplift at joint 1 and 271 Ib uplift at joint 6. LOAD CASES) Standard John A. liter, PE # 36205 305- 823 -7303 NOV 0 6 2007 14337 Commerce Wa Miami Lakes, FL 33016 Job 10 -22 -07 Truss M2A Truss Type ROOF TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies Or -2-0 -0 Qty Ply ORONI CONST. 6 1 Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:24 2007 Page 1 5-0 -0 2 -0-0 5-0-0 Scale = 1:11.6 3 5-0-0 • • • 5-0-0 •••• •• • • • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.86 BC 0.10 WB 0.00 (Matrix) DEFL in (Ioc) I/defl • •1:8 • • Vert(LL) 0.00 2 **** • dd4 ®• Vert(TL) -0.04 2-4 >999 .424414. Horz(TL) -0.00 3 n/a ; nib • • • • • •• • • PLAT66 G•It• • • 11:ttY •' 41+ • 1Areit4 18 Ib •••• LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND BOT CHORD REACTIONS (Ib /size) 3= 149/Mechanical, 2= 513 /0 -8-0, 4= 45/Mechanical Max Horz2= 173(LC 2) Max Uplift3= -88(LC 2), 2=- 609(LC 2) FORCES (b) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/27, 2- 3= -77/32 BOT CHORD 2 -4 =0/0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding and 609 Ib uplift at joint 2. •• • ••• • Structural wood sheathing directly applied or 2 -3-13 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. • • • II; Exp C; enclosed; for quality assurance 88 Ib uplift at joint 3 LOAD CASE(S) Standard John A. alter, PE # 36205 305 -823 -7303 NOV 0 6 2007 Miami Lakes FL 33016 Job Truss Truss Type Qty Ply ORONI CONST. 10 -22 -07 M2C ROOF TRUSS 3 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MiTek Industries. Inc. Mon Nov 05 08:51:24 20n7 Pane 5-0 -0 5-0-0 5-0-0 • 5-0-0 •••• •• • • • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incl. YES Code FBC2004/TP12002 CSI TC 0.46 BC 0.11 WB 0.00 (Matrix) DEFL in (loc) I/defl • tit • • Vert(LL) 0.00 1 **** •240D • • Vert(TL) -0.04 1 -3 >999 •24(1 • • Horz(TL) -0.00 2 n/a ; n/4 • • LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 1= 256/0 -5-0, 2= 209/Mechanical, 3= 46/Mechanical Max Horz 1= 120(LC 2) Max Upliftl=- 133(LC 2), 2=- 192(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -68/48 BOT CHORD 1 -3 =0 /0 BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding and 192 Ib uplift at joint 2. 0- LOAD CASE(S) Standard • • •• • ••• • •••••• Structural wood sheathing directly a ied or 5-0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. • • • • •• • • •••••I• • • PkATES „ , • D••• 2' a0.• Weilit• 25 Ib . •• • • II; Exp C; enclosed; for quality assurance 133 Ib uplift at joint 1 John A. liter, PE # 36205 305- 823 -7303 NOV 0 6 2007 14337 Miami Lakes FL 33016 Job 10 -22 -07 Truss T1 Truss Type ROOF TRUSS Qty 1 PIy 5 ORONI CONST. Job Reference (optional) 2-4-0 4-0-8 8 -0-11 1 12 -0-13 2-4-0 1 -8-8 4-0-3 4 -0-3 500 s Mar 8 2007 MI l ek industries, Inc. Mon Nov 05 08:51:25 2007 Page 16-1 -0 20 -1 -3 I 24-1-5 I 28-1 -8 129 -10-01 32 -2 -0 4-0 -3 4-0 -3 4-0-3 4 -0-3 1-8-8 2-4-0 Scale = 1:55.E 3,00 12 3x8 4x6 3x6 c 5 6 8x12 1 4 �� 4x8 c _ 4x8 1r12 13 ari ip• M1 Elm WI NA 6x12 = 24 6x6 = 7 3x8 4x6 23 22 21 20 7x8 = 7x12 MT2OH WB= 7x6 = 4x6 = 4-0-8 1 2-0-02141-0 8 -0-11 2 -0 -00-4-0 4-0-3 1-8-8 12 -0-13 4-0-3 19 18 17 16 6x8 = 4x6 = 7x6 = ,7x8 = 7x12 MT2OH WB= 15 14 6x12 = 16-1 -0 1 20-1 -3 4-0-3 4-0-3 24 -1 -5 4-0-3 Plate Offsets (X,Y): [1:0- 6- 0,Edge], [5:0- 3- 0,Edge], [9:0-3-0 Edge] [13:0- 6- 0,Edge] • • • • • •• • • • • • • 129 -10-01 32 -2.ti •• i • 118-8 2-00 • •• • • • • • • • •• • • 0000„,45.3 •••• • • •••• LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.89 BC 0.94 WB 0.96 (Matrix) DEFL in (loc) Vert(LL) 0.57 18 Vert(TL) -1.00 18 Horz(TL) 0.20 13 •• •• . I/defl L/d >616 :M.: >353 • 240 • n/a ; nig• • LUMBER TOP CHORD 2 X 4 SYP No.2ND *Except* 1- 52X4SYPSS, 9- 132X4SYPSS BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 *Except* 2 -242X6 SYP No.2ND, 2 -232X4 SYP No.2ND 3- 232X8SYP No.2, 11- 152X8SYP No.2 12-15 2 X 4 SYP No.2ND, 12- 142X6SYP No.2ND REACTIONS (Ib /size) 24= 18248/0-8 -0, 13= 15421/0 -8-0 Max Uplift24=- 8763(LC 2), 13=- 7539(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-57/208, 2-3=-20881/10055, 3-4 =- 34260/16504, 4-5=- 33622/16242, 5-6=-33559/16246, 6-7=- 29182/14165, 7 -8= 29181/14164, 8-9 =- 37235/18061, 9-10 =- 37299/18058, 10 -11 =- 45352/21981, 11 -12 =- 49768/24304, 12 -13=- 39135/19125 BOT CHORD 1- 24=- 114/52, 23 -24 =- 114/52, 22- 23=- 9646/20157, 21- 22=- 15882/33201, 20- 21=- 15882/33201, 19 -20 =- 15557/32589, 18 -19 =- 17315/36150, 17- 18 =- 21212/43993, 16- 17=- 21212/43993, 15 -16=- 23533/48313, 14 -15=- 17975/36825, 13 -14 =- 17975/36825 WEBS 2- 24= 14015/6761, 2 -23= 10467/ 21830, 3-23 =- 6818/3351, 3-22 =- 6474/13543, 4-22=0/272, 4-20 =- 814/368, 6-20= 1891/4167, 6-19 =- 5537/2652, 7- 19=- 6530/13637, 8-19 =- 9996/4880, 8-18=-3714/7815, 10- 18=- 8898/4409, 10 -16=- 2677/5643, 11 -16=- 4564/2410, 11 -15 =- 975/2058, 12 -15 =- 5998/12398, 12 -14= 3520/1719 • • • E ATES tgRIP • • MT20' 244/4 g0 IV•lf�tiN#• 48Z41$3 • • • IA(ght:•956 • Ib • •• BRACING •' TOP CHORD Structural wood sheathing directly applied or 4 -4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing: 1- 24,23 -24. • NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3806 Ib down and 1978 Ib up at 28-1 -8 on bottom chord. The design/selection of such connection device(s) is the remilblit�Igef PE 362 of others. 305- 823.73 03 05 2) Special connection required to distribute bottom chord loads equally between all plies. _Continued on page 2 NOV 0 6 2007 14337 `Commerce Way FL 33013 Job 10 -22-07 Truss Type ROOF TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies NOTES 3) 5-ply truss to be connected together with 10d (0.148 "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 - 3 rows at 0-4-0 oc. Webs connected as follows: 2 X 6 - 2 rows at 0-9-0 oc, 2 X 4 -1 row at 0 -9 -0 oc, 2 X 8 - 2 rows at 0-9-0 oc. Attach chords with 1/2 inch diameter bolts (ASTM a -307) with washers at 2 -0-0 on center. Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3806 Ib down and 1978 Ib up at 28-1 -8 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 Toads 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); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8763 Ib uplift at joint 24 and 7539 Ib uplift at joint 13. 10) Girder carries tie-in span(s): 36-9-0 from 0-0-0 to 28 -1-8 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3806 Ib down and 1978 Ib up at 28-1 -8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert 1- 7=-90, 7- 13 = -90, 1-15=-957(F=-937), 13 -15 =20 Concentrated Loads (Ib) Vert 15=- 3806(F) QtY 1 Ply ORONI CONST. Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:25 2007 Page -2 • • • • • •• • • • • ;• • • • • • • • ••••• •• • • • • • • • • •••• • •• • • •• •• • • ■ • • ••■• • • • • • • • • 411••• •• • ••• • • • • _ • • • • John A. liter, PE # 36205 305- 823 -7303 NOV 0 6 2007 14337 Commerce Way Miami Lakes, FL 33016 00000 •• • • • •••••• • • Job Truss Truss Type Qty Ply ORONI CONST. 10 -22 -07 T2 COMMON 1 1 Job Referencejoptional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies I -2 -0-0 I 2 -0 -0 5-7 -11 5-7 -11 10 -10-5 5-2 -11 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:26 2007 Page 1 16-1 -0 3.00 Fl 2 5-2 -11 21 -3 -11 5x6 = 6 5 -2 -11 26-6 -5 5-2 -11 32 -2 -0 2x4 3x4 .■ 3x4 = 2x4 !� 3x4 7 3x4 4 8 IN ■■■°1°.°....11111ftkinf*IS.,A, ° d �s 5-7 -11 Scale = 1:58.7 4x10 = 15 3x4 = 14 13 12 5x6 WB= 3x8 =5x6 WB= 8-3-0 16-1-0 23 -11-0 8-3-0 7 -10-0 7 -10-0 11 3x4 • • • • • •• • • •••• • • •••• Plate Offsets (X,Y): [2:Edge,0- 0-14], [10:Edge,0 -0-14] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.88 BC 0.85 WB 0.73 (Matrix) • • DEFL in (Ioc) Udefl .1./c1" Vert(LL) 0.54 13-15 >703 :'L1�r: Vert(TL) -0.99 13-15 >384 ' 240 • Horz(TL) 0.23 10 n/a o n/g • • •• • • • • • • 32 -2 -0• 8 • •r 4x10 = •••••• • • • :••••: • • 1S• • • • LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP SS *Except* 12 -14 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD BOT CHORD •••••• PLATES ! • • MT20' 244/4§0 •••• • • • • •••• • • Wgght:•143Ib • • • • •• Structural wood sheathing directly applied or 2 -1 -15 oc purlins. Rigid ceiling directly applied or 4-1 -0 oc bracing. REACTIONS (Ib/size) 2=1961/0-8-0, 10=1735/0-3-8 Max Horz 2 =53(LC 2) Max Uplift2= 1301(LC 2), 10=- 892(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/27, 2- 3=- 4984/2450, 3- 4=- 4649/2263, 4- 5= -4592/ 2274, 5-6=- 3478/1853, 6-7= 3478!1853, 7 -8=- 4742/2451, 8- 9=- 4800/2439, 9 -10= 5227/2721 BOT CHORD 2- 15=- 2263/4702, 14 -15= 2025/4200, 13 -14 =- 2025/4200, 12 -13 =- 2101/4268, 11 -12= 2101/4268, 10-11= 2545/4957 WEBS 3-15 =- 342 / 264, 5-15 =- 10/424, 5-13 =- 1070/583, 6-13 =- 549/1186, 7- 13=- 1142/670, 7- 11=- 148/532, 9-11= 455/395 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1301 Ib uplift at joint 2 and 892 Ib uplift at joint 10. LOAD CASE(S) Standard John A. liter, PE # 36205 305 -823 -7303 NOV 0 6 2001 14337 Commerce Way Miami Lakes, FL 33016 Job 10 -22-07 Truss T3 Truss Type ROOF TRUSS Qty 4 Ply 1 ORONI CONST. Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:26 2007 Page 1 -2 -0-0 I 6-4 -13 12 -4-11 18-4 -8 24-4 -5 30-4 -3 36 -9 -0 I I 2 -0-0 6-4-13 5 -11 -13 5 -11 -13 3.00 lir 5x6 3x4 4x6 5 2x4 4 3 ,• ,._..iaolIllaillkiihi._ I I I 5 -11 -13 5 -11 -13 6-4-13 Scale = 1:65.5 = 6 3x4 7 4x6 8 2x4 •• 9 6x10 = 15 14 13 12 11 6x10 = 3x4 = 5x12 MT2OH WB= 3x8 = 5x12 MT2OH WB= 3x4 = Q • • • • • • • • •• • • • • • • • • 9-4-12 18-4 -8 27-4-4 36-9-0* • • I 1 1 I •••• ••l••• - 9-4-12 8 -11 -12 8 -11 -12 • • 91-•1$ •• • • Plate Offsets (X,Y): [2:0- 0- 9,Edge], [4:0- 3-0,Edge], [8:0- 3-0,Edge], [10:0- 0- 9,Edge] • • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.86 BC 0.65 WB 0.41 (Matrix) r • DEFL in (loc) l/defl LI • Vert(LL) 0.68 13-15 >639 : L11t ': Vert(TL) -1.26 13-15 >346 ' 240 • Horz(TL) 0.30 10 n/a : n/2 • • •• • ••• PLATES MP. • MT20• 244/110 41201-4 41$7./9$3 • • • • • • • WWight:•167Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND *Except* 1-42 X4SYP SS, 8-102 X 4 SYP SS BOT CHORD 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 WEDGE Left 2 X 4 SYP No.3, Right 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 2212/0 -8-0, 10= 1988/0 -3-8 Max Horz2 =53(LC 2) Max Uplift2=- 1430(LC 2), 10=- 1024(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/27, 2- 3=- 5886/2944, 3-4=-5449/2694, 4-5=-5383/2705, 5-6=- 402012148, 6-7 =- 4020/2147, 7-8 =- 5525 / 2866, 8-9 =- 5592/2852, 9-10 =- 6107/3200 BOT CHORD 2-15=-2735/5571, 14- 15=- 2382/4887, 13- 14=- 2382/4887, 12-13=-2451/4952, 11- 12= 2451/4952, 10 -11= 3002/5820 WEBS 3-15 =- 457/351, 5-15 =- 66/540, 5- 13=- 1264/705, 6-13 =- 640/1376, 7- 13=- 1331/783, 7- 11 =- 191/641, 9- 11572/482 BRACING TOP CHORD Structural wood sheathing directly applied or 1 -7 -8 oc puriins. BOT CHORD Rigid ceiling directly applied or 3 -8-8 oc bracing. WEBS 1 Row at midpt 5-13, 7 -13 •• NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1430 Ib upli at'Ioint 2 and 1024 Ib uplift at joint 10. Donn A. Ilter, PE # 36205 305- 823 -7303 LOAD CASE(S) Standard NOV 0 6 2007 14337 Commerce Wa Miami Lakes, FL 33016 y Job 10 -22 -07 Truss V11 Truss Type ROOF TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6-0-0 Qty Ply ORONI CONST. 3 1 Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:27 2007 Page 1 6 -0 -0 3.00 FIT 12 -0 -0 5x6 2 6-0-0 Scale = 1:19.5 • • •• • •••••• • 12-0-0 • • • • • •••••• • • • • • • • 12-0 -0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004ITPI2002 CSI TC 0.31 BC 0.19 WB 0.11 (Matrix) DEFL in (Ioc) Vert(LL) n/a - Vert(TL) n/a - Horz(TL) 0.00 3 I/defl n/a n/a n/a LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 203/12 -0-0, 3= 203/12 -0-0, 4= 653/12 -0-0 Max Uplift1= 114(LC 2), 3=- 114(LC 2), 4 — 347(LC 2) Max Grav 1= 220(LC 3), 3= 220(LC 4), 4= 653(LC 1) Maximum Compression/Maximum Tension 1- 2=- 64/43, 2 -3 == -64/43 1- 4= 0/19, 3-4 =0/19 2- 4=- 489/356 FORCES (Ib) TOP CHORD BOT CHORD WEBS •••• • • •••• •••• •999•. •908•• • nia• • •• • • • • •• ...••• • • •••• GRJi1• • MATES d•• 24141,94% • • • •• Weig :•3 4Ib • - BRACING •• • ••• • • • • TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 1I; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom ch6rd bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 Ib uplift at joint 1, 114 Ib uplift at joint 3 and 347 Ib uplift at joint 4. LOAD CASE(S) Standard John A. liter, PE it 36205 305 =823 -7303 NOV 0 6 2007 Commerce Miami La L 33016 Job 10 -22 -07 Truss V15 Truss Type COMMON Qty. 2 Pty 1 ORONI CONST. .__ Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:27 2007 Page 1 1 5-2 -3 8-0-0 10 -9 -13 16-0 -0 5-2 -3 3.00 FIT 2x411 2 1 —.ma 1 f ■1 2 -9-13 4x5 1 3 + • 2 -9-13 = � 2x411 1 4 IaI 5-2 -3 Scale = 1:26.( i•.� ■ • II • • •v i • i i• i• i • i • i • i • i • ■i • i • i • i • i • i • i • -41:4-0. • i • i • i • i • i • i • i • i • ■i • i • i • i • i • i • i • i • i • i • i • i ❖ i • i • i • i • i • i • i • i • i • i • i • i • i • i • i • i • i • i • i • i • i • i • i • i • i • i • i • - • i • i • s• i • s • i • i • i • i' ' •i, ►:.:. _.�.:.00:.•• ∎ • D_ ∎•• ••• •• ∎•••__ _∎�••:∎:�• ___O__•:•∎ 2.2�!• =2•:_ ∎ _•2.!2Q•O:L;,:.AA::2.: ∎.2∎∎ •: A•2.46•:•2 ∎ ∎ ALL:• ∎∎ ∎ • 3x4 = 2 x 4 I I 3x4 = 2x4 II 2x4 II 3x4 t • • • • ■■■■•■ • ■ ■ • •• ■ • • • • • • 1 5-2-3 8 -0-0 10 -9-13 16 0!0 • • 1 I 1 • • • • 5-2 -3 2 -9 -13 2 -9-13 • • • .84-3- • • • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TP12002 CSI TC 0.23 BC 0.12 WB 0.08 (Matrix) DEFL in (loc) I/defl • • Vti•: Vert(LL) n/a - n/a • •999• Vert(TL) n/a - n/a • •399.• Horz(TL) 0.00 5 n/a : nfa ; • • PLATES GIB. • • C/1•I'25• • Z444%0, • • • • - • • Will ts49 lb - LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. •• • ••• • •••••. • • REACTIONS (Ib /size) 1= 179/16 -0-0, 5= 179/16 -0-0, 9= 468/16 -0-0, 7= 205/16 -0-0, 6= 468/16 -0-0 Max Upliftl= -93(LC 2), 5= -93(LC 2), 9=-266(LC 2), 7= -68(LC 2), 6= 266(LC 2) Max Grav1= 179(LC 1), 5= 179(LC 1), 9= 471(LC 3), 7= 205(LC 1), 6= 471(LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 45/44, 2- 3=- 44/84, 3-4=- 44/84, 4-5= 45/44 BOT CHORD 1 -9 =0/32, 8 -9 =0/32, 7- 8= 0/32, 6-7= 0/32, 5-6 =0/32 , WEBS 2 -9 =- 361/277, 3-7 =- 186/109, 4-6=-361/277 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 Ib uplift at joint 1, 93 Ib uplift at joint 5, 266 Ib uplift at joint 9, 68 Ib uplift at joint 7 and 266 Ib uplift at joint 6. LOAD CASE(S) Standard John A. liter, PE # 36205 305 - 823 -7303 NOV 0 6 2007 14337 Commerce Way Miami Lakes, FL 33018 Job Truss Truss Type Qty Ply ORONI CONST. 10 -22 -07 V19 ROOF TRUSS 1 1 _ T= Job Reference (optional) Hialeah Gardens, FL 33016, Eddie Dav 10-0 -0 .500 s Mar 8 2007 MITek Industries, Inc. Mon Nov 05 08:51:28 2007 Page 20-0 -0 10 -0 -0 3.00 12 4x5 = 3 10-0-0 Scale =1:32.5 20-0 -0 • • • • • •• • • • • • • • 20-0 -0 • •••• •• • • • • • • • • LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) Vdefl •'ICE •; �T15• 6 GRIP... TCLL 30.0 Plates Increase 1.00 TC 0.35 Vert(LL) n/a n/a • 999• Pal �d • 241.441.9p• TCDL 15.0 Lumber Increase 1.33 BC 0.17 Vert(TL) n/a - We •+988•• • • • BCLL 0.0 Rep Stress Ina* YES WB 0.10 Horz(TL) 0.00 5 n/a • nPa : • • • BCDL 10.0 Code FBC2004/TPI2002 (Matrix) • • 1091.62 Ib • • • • •• • • • LUMBER BRACING •• • •••• • • TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly aaIied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 1= 215/20 -0-0, 5= 215/20 -0-0, 7= 356/20 -0-0, 9= 577/20 -0-0, 6= 577/20 -0-0 Max Upliftl=- 110(LC 2), 5=- 110(LC 2), 7= 138(LC 2), 9=- 325(LC 2), 6=-325(LC 2) Max Grav 1= 215(LC 1), 5= 215(LC 1), 7= 356(LC 1), 9= 586(LC 3), 6= 586(LC 4) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 57/52, 2- 3=- 59/104, 3-4 =- 59/104, 4-5= -57/52 BOT CHORD 1- 9= 0/39, 8-9 =0/39, 7- 8= 0/39, 6-7 =0/39, 5- 6=0/39 , WEBS 3-7=- 307/191, 2- 9=- 455/344, 4-6=- 455/344 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom ch8rd bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 Ib uplift at joint 1, 110 Ib uplift at joint 5, 138 Ib uplift at joint 7, 325 Ib uplift at joint 9 and 325 Ib uplift at joint 6. LOAD CASE(S) Standard l John A. liter, PE ## 36205 305 -823 -7303 NOV 0 6 2007 14337 Commerce Way Lakes, FL 33016 Job 10 -22 -07 Truss V23 Truss Type ROOF TRUSS s Qty 1 Mar 8 Ply 1 2007 MiTek ORONI CONST. Job Reference (optional) Industries, Inc. Mon Nov 05 08:51:28 2007 Page 1 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 12-0 -0 24-0 -0 I 12 -0 -0 12-0-0 Scale = 1:38.'. • 4x5 = 3.00 12 3 2 x 4 1 1 . 2x4 11 2 4 ♦...♦.♦.♦.♦... •' -, V....∎ ∎,,,,.. ,v....♦....♦.. o♦.......... ....♦.....♦.♦.♦.♦.♦W....♦.♦. ♦ .. VAT..`.♦.♦...♦.'.`'l..♦— MA 0.A.∎ . NW, a Or....Alt♦.♦.♦.■ . ♦.. 3x5 : 9 8 7 6 3x5 2 x 4 I I 3 x 4 = 2 x 4 I I 2x4111 • • •••••• • • • • • •• • • • • • • • • 24-0-0 • • • •••• •• • 24 -0-0 • •��.• ' , • • • • •• LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) I/defl ' • itr': PLATES G @P• • • TCLL 30.0 Plates Increase 1.00 TC 0.66 Vert(LL) n/a - n/a ••999 t4.142 W49•60 TCDL 15.0 Lumber Increase 1.33 BC 0.34 Vert(TL) n/a - n/a • •9961• • • BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 5 n/a : n?a ; •• BCDL 10.0 Code FBC2004/TPI2002 (Matrix) • _ - •• �ight:77Ib ` - LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. .• • ••• • • •••••• • • REACTIONS (Ib /size) 1= 304/24 -0-0, 5= 304/24 -0-0, 7= 183/24 -0-0, 9= 794/24 -0-0, 6= 794/24 -0-0 Max Uplift1- 158(LC 2), 5- 158(LC 2), 7= -27(LC 2), 9=- 447(LC 2), 6=- 447(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2- 72/78, 2 -3=- 68/139, 3-4=- 68/139, 4-5=-72/78 BOT CHORD 1 -9 =0/54, 8 -9 =0/54, 7- 8= 0/54, 6-7= 0/54, 5-6 =0/54 WEBS 3-7- 190/91, 2- 9=- 600/460, 4-6=- 600/460 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 Ib uplift at joint 1, 158 Ib uplift at joint 5, 27 Ib uplift at joint 7, 447 Ib uplift at joint 9 and 447 Ib uplift at joint 6. LOAD CASE(S) Standard John A. Biter, PE # 36205 305- 823 -7303 John WON LWillig 016 Miami Lakes, FL 33016 Job Truss Truss Type Qty Ply ORONI CONST. 10 -22 -07 V27 ROOF TRUSS 1 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 14-0 -0 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:29 2007 Page 1 14-0 -0 3.00 Ft 2 28 -0 -0 14 -0-0 Scale = 1:45.4 4x5 = 4 0110 111■11.1., II • I • • ►��r," v, � �� ;h1 • r, hy,■4 ; r, ��. h, w,, ea 7,A ■,v;; 7., 05 ra 7rim" 1r4g r; vAxer l 1,,v�■,Farb°�rawg o• �ok1•4 ,1 "Av, y; ,1•4 w°ar, • 3x4. 14 13 12 11 10 3x4 = 28 -0-0 3x4 = • • • • • • • • •• • • • •••••• • 000000 • • 3x4 •••••• • • • • • 28-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.34 BC 0.17 WB 0.10 (Matrix) DEFL in (Ioc) Vert(LL) n/a - Vert(TL) n/a - Horz(TL) 0.00 7 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.3 BRACING TOP CHORD BOT CHORD •••• • • • • --r• •• • I/defl ••VP• n/a • •999' n/a ••999, • n/a : • • •• • • • • • • • • i'1eeti94 Ib • • 000000 ••• • • • Structural wood sheathing directly 4lied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 1= 216/28 -0-0, 7= 216/28 -0 -0, 11= 455/28 -0-0, 13= 397/28-0-0, 14= 568/28 -0-0, 9= 397/28 -0-0, 8= 568/28 -0-0 Max Upliftl =- 106(LC 2), 7=- 106(LC 2), 11=- 166(LC 2), 13- 224(LC 2), 14=-320(LC 2), 9=- 224(LC 2), 8=- 320(LC 2) Max Grav1= 216(LC 1), 7= 216(LC 1), 11=455(LC 1), 13=415(LC 3), 14 =568(LC 1), 9= 415(LC 4), 8 =568(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 59/50, 2- 3=- 60/83, 3-4 =- 54/159, 4-5- 54/159, 5- 6=- 60/83, 6-7= -59/50 BOT CHORD 1 -14 =0/58, 13-14 =0/58, 12 -13 =0/58, 11 -12 =0/58, 10-11 =0/58, 9 -10 =0/58, 8 -9 =0/58, 7-8 =0/58 WEBS 4-11= 367/202, 3-13 =- 351/270, 2- 14=- 438/341, 5-9- 351/270, 6-8=- 438/341 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category H; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 Ib uplift at joint 1, 106 Ib uplift at joint 7, 166 Ib uplift at joint 11, 224 Ib uplift at joint 13, 320 Ib uplift at joint 14, 224 Ib uplift at joint 9 and 320 Ib uplift at joint 8. LOAD CASE(S) Standard John A. Titer, PE # 36205 305- 823 -7303 NOV 0 6 2007 14337 L Commerce k FL 306 Job 10 -22 -07 Royal Truss Corp, ... ialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:29 2007 Page 1 • 2-0 -0 4-0-0 2-0-0 2 3.00 12 3x4 = 2-0-0 Scale = 1:6.E •► •• •• •• •• •• • • • i • i • • • • •••••••••••••••••••••••••:•••••••••••••••:••• •••••••••••••• • • i • •• •• •• • •• •• •• •• •• • •• •• •• • •• •• •• •• •• •• •• •• •• •• •• •• • • •• •• •• •• •• • •• •• •• •• •• •• • • •• •• •• • •• •• • • • i • i • •• •• • • • • •• • •• • •• • •• • •• • • • •• • •• • •• • •• • • • •• • •• • •• • •• • •• • •• • •• • •• • •• • •• •♦ • • • • i •••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••• e••• • • •4 • •••••••••.••• • • • • • • • •••• •••� • • •• •• •• • • ••• • • •• ••• • • •� •• • • •• •� •� • • •• •• •• •• � • •• •• •• • • •• • •• •• • • •• •• •• • ••• • • • ••••••••. i • • • ••••••••• •►•• •❖ •• • •• •❖ ••• •❖ •• •• •❖ •• •• •• • •• •• •• •• •• • •• •• • •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• . • •• •• .• •• •• •• •• •• •• •• • •• ••• •• •• •• •• •°• •• •❖ •❖ ••••. ❖ , • • • • • • i i i i i i O i i • ■ i 4-0-0 • • • • • •• • • •••••• • • • • • • • • • • Plate Offsets (X,Y): [2:0- 2- 0,Edge] 4-0-0 0106• • • •••• LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TP12002 CSI TC 0.04 BC 0.00 WB 0.00 (Matrix) • • •• •• DEFL in (loc) Udefl jj��d Vert(LL) n/a - n/a •'9 99. Vert(TL) n/a - n/a ' 999 Horz(TL) 0.00 3 n/a ; nO • •• • LUMBER TOP CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 1= 63/4 -0-0, 2= 126/4 -0-0, 3= 63/4 -0-0 Max Upliftl= -56(LC 2), 2= -98(LC 2), 3=-56(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 12/17, 2-3=-12/17 BRACING TOP CHORD BOT CHORD •i • • • • • •• • • • • • •1..• SLATES GNP' ••• MT20 244/190• • •s•10 • 10.10••. • 0,0. • • ¥l9ight; 6 lb ; • • • • • Structural wood sheathing directly applied or 4-0-0 ac purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 Ib uplift at joint 1, 98 Ib uplift at joint 2 and 56 Ib uplift at joint 3. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard John A. liter, PE # 36205 305- 823 -7303 NOV 0 6 2007 14337 Commerce Way Miami Lakes .FL 3301 -6 Truss Truss Type Qty Ply ORONI CONST. V3 ROOF TRUSS 3 1 Job Reference (optional) Royal Truss Corp, ... ialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:29 2007 Page 1 • 2-0 -0 4-0-0 2-0-0 2 3.00 12 3x4 = 2-0-0 Scale = 1:6.E •► •• •• •• •• •• • • • i • i • • • • •••••••••••••••••••••••••:•••••••••••••••:••• •••••••••••••• • • i • •• •• •• • •• •• •• •• •• • •• •• •• • •• •• •• •• •• •• •• •• •• •• •• •• • • •• •• •• •• •• • •• •• •• •• •• •• • • •• •• •• • •• •• • • • i • i • •• •• • • • • •• • •• • •• • •• • •• • • • •• • •• • •• • •• • • • •• • •• • •• • •• • •• • •• • •• • •• • •• • •• •♦ • • • • i •••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••• e••• • • •4 • •••••••••.••• • • • • • • • •••• •••� • • •• •• •• • • ••• • • •• ••• • • •� •• • • •• •� •� • • •• •• •• •• � • •• •• •• • • •• • •• •• • • •• •• •• • ••• • • • ••••••••. i • • • ••••••••• •►•• •❖ •• • •• •❖ ••• •❖ •• •• •❖ •• •• •• • •• •• •• •• •• • •• •• • •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• . • •• •• .• •• •• •• •• •• •• •• • •• ••• •• •• •• •• •°• •• •❖ •❖ ••••. ❖ , • • • • • • i i i i i i O i i • ■ i 4-0-0 • • • • • •• • • •••••• • • • • • • • • • • Plate Offsets (X,Y): [2:0- 2- 0,Edge] 4-0-0 0106• • • •••• LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TP12002 CSI TC 0.04 BC 0.00 WB 0.00 (Matrix) • • •• •• DEFL in (loc) Udefl jj��d Vert(LL) n/a - n/a •'9 99. Vert(TL) n/a - n/a ' 999 Horz(TL) 0.00 3 n/a ; nO • •• • LUMBER TOP CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 1= 63/4 -0-0, 2= 126/4 -0-0, 3= 63/4 -0-0 Max Upliftl= -56(LC 2), 2= -98(LC 2), 3=-56(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 12/17, 2-3=-12/17 BRACING TOP CHORD BOT CHORD •i • • • • • •• • • • • • •1..• SLATES GNP' ••• MT20 244/190• • •s•10 • 10.10••. • 0,0. • • ¥l9ight; 6 lb ; • • • • • Structural wood sheathing directly applied or 4-0-0 ac purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 Ib uplift at joint 1, 98 Ib uplift at joint 2 and 56 Ib uplift at joint 3. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard John A. liter, PE # 36205 305- 823 -7303 NOV 0 6 2007 14337 Commerce Way Miami Lakes .FL 3301 -6 Job I Truss 10 -22 -07 I V8 Truss Type COMMON Qty 3 Ply 1 ORONI CONST. Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.500 s Mar 8 2007 MiTek Industries, Inc. Mon Nov 05 08:51:30 2007 Page 1 4-0-0 8-0-0 4-0-0 4x5 3.00 12 2 4-0-0 Scale = 1:13.1 = PO 1 3 ► O•• .• •••-•••••••�• *•••••••••• *•••••••• *** * ��.. * * * * * * * * *► * * * * *� * * ** * * * ** ��. ►��4). ■* * * * * * ** ** 4,414,41 * * * * * ** *414, *****`'*** iiiiiiiiiiii•s iiii • ∎o•ii•i•°•i•••i••iii∎•••i•i ��♦...•••••��.••••••,..•• •• AA•.••••• ••.•••••..••••• ■■..... A.....a• .••••••■••- ••■••••-•••••. 3x4: 2x4 I I 3x4 • • • • • • • c• • • • • • • • • •••8-�• 4-0-0 • • • } •••• •• • ••s•. 4-0-0 • .4-0-00 • • • • 0•e• _a LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.17 BC 0.04 WB 0.06 (Matrix) DEFL in (Ioc) I/defl • • fd•; Vert(LL) n/a - n/a • •999' Vert(TL) n/a - n/a ••993• Horz(TL) 0.00 3 n/a : nia : • •• •• M �;Igi Glitt. • • T20 2411194 . • • • • • • • • .. Weiah•tr21 Ib L LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 150/8 -0-0, 3= 150/8 -0-0, 4= 320/8 -0-0 Max Upliftl= -96(LC 2), 3=-96(LC 2), 4= 159(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= 32/23, 2- 3= -32/23 BOT CHORD 1- 4 =0/9, 3 -4 =0/9 WEBS 2- 4= 250/194 BRACING TOP CHORD BOT CHORD •• • ••• • •••••• • Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 Ib uplift at joint 1, 96 Ib uplift at joint 3 and 159 Ib uplift at joint 4. LOAD CASE(S) Standard John A. Ilter, PE # 36205 305- 823 -7303 Nov 0 6 Zoo? Miami akes FL 33016 :Titer Engineering, Ltd. Co. 3320 PADDOCK ROAD, WESTON, FL 33331 • • PIIONE (954) 600 -7123 • FAX (305) 512 -9424 •. E -MAIL ILTER@BELLSOUTH.NET December 20, 2006 Eddie Davies Royal Truss, Inc. Medley, FL Re: End Jack Connection Detail- Top chord to corner jack/Hip girder Dear Eddie, As you requested, I investigation the connection requirements for open -ended jacks in a standard corner set based on the following parameters: - Spacing: 2' - 0" o.c. •••••• • • •. Gravity Load: 30 + 15 + 0 + 10 PSF `•••'• Wind Load: 146 MPH, Components and Cladding loads, ASCE 7 -02 per Ft3V20 04 " "` Occupancy category II, exposure C, 25 ft. above ground, 101:3F.Cleadjpall. Lumber: 2x4 No. 2 SYP minimum top and bottom chord (no webs) Pitch: 2:12 to 6:12 16d Toe -Nail Capacity = 154 * .83 * .77 *1.33 = 130# • • • • • •••* • ••. ••.••• • Approved Hurricane Clip Min. capacity •400# each direction. "': • • • • •• • Mark J1 J3 J5 J7 Span 1' -0" 3' -0" 5' -0" 7' -0" Top .Chord .Reaction Gravity 45# 135# 225# 315# Uplift 77# 179# 331# 395# Bottom Chord Reaction • •10# 30# 50# 70# Top Chord Connection (2), 16d Toe -nails (2), 16d Toe -nails (3), 16d Toe -nails Hurricane Cli• If you have any questions regarding this matter, please do not hesitate to call. Sincerely, Q3 05 NOV o 6 2O07 33 �fim Ft- vve aaoit John A. Titer, P.E. FL Reg Eng. No 36205 • • ••. • . ••••.. • • • • • • • •••.. • • ••• • • • s Bbtt. Ch. Connection (2). 16d Toe -nails (2), led Toe -nails (2), led Toe -nails (2) 16d Toe -nails • Titer Engineering, Ltd. Co 14337 COMMERCE WAY, MIAMI LAKES, FL 33016 PHONE (305) 333 -7303 * FAX (305) 823 -7304 - L•MAIL jil.'I'Llt@tt.MItSNG.COM May 21, 2007 Eddie Davies Royal Truss, Inc. Medley, FL Re: Corner Jack Connection Detail- CJ5 Dear Eddie, As you requested,. I investigation the connection requirements l gr a 5' -= 0" setback comer jack with a 2 panel: top chord and end vertical, connected to a 3'}-- 0" setback hip girder based on the following parameters: • • •• • Gravity Load: 30 +i.5 +0 +10PSF •••••• • • ....... • Wind Load: 146 MPH, Components and Cladding loads, A.SCE 7 -0 Ur l3C Occupancy category II, exposure C, 25 ft. aboveground 4UG PSF Lumber: 2x4 No, 2 SYP- minimum top and bottom chord Pitch: 3:12.6 :12 16d Toe -Nail Capacity — 154 * .83 * .77' 1.33 130# • • •• •• • • • • • ■ • . ■ • • • •• • ••• • ••••• . • •••••.• �oad••. . • ..•••• .•.••. • • • •••••• • • •••• • • •••• Mark Span End Reaction Top Chord Connection Gott. Ch. Connection Total Nail Capacity 780# Gravity Uplift CJ5 7 -0 -14 ! 447# 662# (3). 16d Toe - nails (3). 16d Toe -nails If you have tiny questions regarding this matter, please do not hesitate to call. Sincerely, • ' Apr.. . 336205. John A. Ziter;.l?'. , . NOV 0 6 200? FL Reg Eng. NO 34A0 con, L"�"s'�'� r c9 way • • • • • • 5AI_�w ----- FAO,/ ,,,ww. �,Iw .� -- I-- --- /i� Ii�' \I11111 A1111111111111111 we�l wiiiI.iiID ■IIwwISIwwI,wL�III 0111■11 Continuous Bracing @ 24" o.c. in areas without plyw. sheathing Valley Trusses Partial Roof Layout 12 pitch �4to7 Supporting Truss Valley Trusses @ 24" o.c. LCWAII)111 6" wedge nailed to truss w/ 2-8d toe - nails, or bevel cut bottom chord of valley truss Valley Truss •. - • • • ••• • p,;..• •1• Straw@ 48"ad (fee no$e) Supporting trusses @ 24"o .s•-• , :'«• ••••. • 0000: • . • • • Design Loads: 30 + 15 + 0 + 17.1PSF 33%O130L. Wind Speed 146 MPH, 10 PSF Dead load '.: Lumber. 2x4 No 2 ND SYP min. chords 2x4 No. 3 SYP min. webs •• • . -;, • • •• • •••••• • • 00•• • • •••. Notes: (a) Provide cont bracing on verticals over 6' - 3 ". Connect bracing to verticals w/ 2, 10d nails. Bracing must be tied to a fixed point at ends. (b) Max. spacing for vertical studs is 6' - 0 ". (c) Conn. for uplift with min. 1-1/4" 16 ga. twist strap at 4' - 0" o.c. with 4, 10d nails each side of strap. (ASCE 7-02, FBC 2004) (d) Brace top chords of supporting trusses with plywood sheathing or 2x4 cont. bracing at 24" o.c. • • .• ••• • 0• •.••. 0• 000••00.•• • • 0• •.••.• • • • 00000 • • liter Engineering Ltd. Co. 3320 Paddock Road Weston, FL 33331 954 -600 -7123 ` °h" A. direr - Customer. Royal Truss a ®S 82a yes b: Valley Detail OV n� Co John A. IIter,' E..- X;:%,, FL Reg Eng. #36205 Project: Date: 12/20/06 g Scale: NTS Job Truss Truss Type Piggy base ROOF TRUSS Q 1 1 Notes: Brace structural top chord at 2' 0" o.c. max Attach to top or bottom chord of supporting truss with 2, 10d nails. Bracing to be secured at each end and diagonally braced as required by project engineer or architect Note: Vertical members may be connected to supporting truss wl h 3x6 Nall-on plate, using (8), 1 -1/2" long, 11 gage nails per plate 2x4 cont. bradng spaced at 24" o.c., coon. to base truss and piggyback truss w/ (2), 16d toe nails. Bracing to be properly secured at ends. 4x4 Required Web Bracing: Web Length up to 4' - 0" : No Bracing Web Length 4' - 0" tp 8' - 0": 2x4 "T"-Brace 2x4 •. - • 0 .••••• • 0••rwa.• •••• • • ••S.. • •••.• 4' • • •••• ••••• max. • • • •• •• Piggyback Hip Detail •• • • • • • • • • •• • • • • • • • ••••• • • •.•• • ••• . • • ••- a••••• • • ••:•••• • ., ••••• - • ••••• • ••••• .•••• • • ••••• • •••••• • • LOADING (psf) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.33 TCDL 15.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Inca YES BCDL 10.0 Code BRACING TOP CHORD BOT CHORD Sheathed or 2-0-0 oc puffins. Rigid ceiling directly applied NOTES 1) This truss has been designed for the Toads generated by 146 mph winds at 25 ft above ground level located 10 mi from the hurricane oceanllne. ASCE 7-02/ FBC 2004 ' LUMBER components and dadding external pressure coeffidents for the interior (1) zone TOP CHORD 2 X 4 SYP No.2 and 5.0 psf top chord and 5.0 psf bottom chord dead load are being used. The BOT CHORD 2 X 4 SYP No.2 design assumes occupancy category II, terrain exposure C and internal pressure WEBS 2 X 4 SYP No.3 coefficient condition 1. The lumber DOL increase is 1.33, and the plate grip increase is 1.00 liter Engineering, Ltd. Co. 3320 Paddock Road Weston, FL 33331 (954) 600 -7123 `IOhn A. ►Iter 303 -823 A.0a�6440a N ®V 6 Zooms mi eFL g Lakmme�a y es, .12 %@ John A. liter, P.E. FL Reg. Eng. No. 36205 HCpLL National Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041 -3401 Phone: 703 /931 -2187 www.nateval.orq, Fax: 703/931 -6505 INTERNATIONAL CODE COUNCIL NATIONAL EVALUATION REPORT Report No.- NER -510 • • • Re- Issued May 1:2003 • • • • ••• •,.• • o DIVISION 06 — WOOD AND PLASTICS ...•.. • •• •'••• ,� • • :...:. •.••.• • •••••• Section 06090 — Wood and Plastic Fastenings :'' :' • • • ` . •••• • • ▪ ••• ••••• • • REPORT HOLDER: EVALUATION SUBJeCT:' ••• • ': •• UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE MONTGOMERY, MN 56069 -1324 800 - 328 -5934 infonUSPconnectors.com www.USPconnectors.com USP LUMBER CONNECTORS'-` Page 1 of 10 Copyright© 2003, National Evaluation Service, Inc. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 2 of 10 National Evaluation Report No. NER -510 1.0 SUBJECT USP Lumber Connectors: 1.1 Butterfly Hanger CLBF Series 1.2 Rafter Clip and Stud Plate HCPRS Series 1.3 Hurricane Anchor HCPL Series 1.4 Truss Tie Down Strap (True Tie) HDPT Series 1.5 Girder Truss Strap /Hold -Down SGP Series 1.6 Joist Hanger HUS Series 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural connection for wood construction 3.0 DESCRIPTION 3.1 Models o the NES home page 3.1.1 Butterfly Hanger CLPBF- Series: The Butterfly hancjcr i•a a U- shaped connector that supports structural lumber and is na11 fto he face of the suppbfttrtg • wood member. It is die formed from No. 18 gag gauggt,ggIvaniarecl, del: Refer. Table 1 for connector.dimensions, fastener schedUl ,end allowable loads! • • • • • 3.1.2 Rafter. Clip and Stud Plate HCPRS Seriesse•rafter,ctipd studeplafe,: fabricated from No. 18 gauge galvanized steel, �re.irregular- Shaped connecor� that connect the top and bottom plates to stud me......'ers. RAW to, Table4£QP fastener schedules and allowable loads. " " • • 3.1.3 Hurricane Anchors HCPL Series: The'HurriCane anchor is a fgwritt anchor that connects rafter members to the doul:le tmplate ostoo,z4Gd members The anchors are die formed from No. 20 gauge galvanized steel. Refer to'a19191 for anchor dimensions, fastener schedules and allowable loads. '.; /,,3.1:4 Truss, Tie Down, Strap (True .Tie). HDPT Series: The truss tie down strap is a 1 3/4-inch-wide strap that is U- shaped with 19-inch-long twisted ends. The strap straddles the top chord of a truss and connects to the double top plate. The strap is die formed from No. 18 gauge galvanized steel. Refer to Tables 4 for connector dimensions, fastener schedules and allowable loads. 3.1.5 Girder Truss Strap/ Hold -Down SGP Series: The girder truss strap is an L- shaped connector that resists tension forces only. The connector is used with an ASTM A1011 steel washer, measuring 3 by 3 by 1/4 inches that has a long -slot hole, and a' /2- inch - diameter bolt. The strap is manufactured from 14 gauge steel. Refer to Table 5 for strap /hold -down dimensions, fastener schedules and allowable loads. 3.1.6 Joist hanger HUS Series: The HUS hangers are designed to support nominal 2x dimensional lumber and 1 -3/4 inch structural composite lumber. The joist hangers are fabricated from 16 gauge steel. The joist hangers are pre - punched for 16d common wire nails. The joist nails are driven at a 45° horizontally toward the header so as to penetrate through the joist end into the header, so that the joist is also toe- nailed to the header. Refer to Table 6 for joist hanger dimensions, fastener schedules and allowable loads. 3.2 Design The design of the connected wood members shall be submitted to and acceptable to the local code official. Tabulated design loads for the connectors are based on the lowest load obtained from comparing: • least test Toad that causes 1/8 inch (3.18 mm) deflection. • lowest ultimate test load with a safety factor of 3. • allowable fasteners and compression perpendicular -to -grain values in accordance with the 1997 AFPA National Design Specification® for Wood Construction, based on wood with a specific gravity of 0.55. Page 3 of 10 National Evaluation Report No. NER -510 pct Evaluation i The connected wood member shall be designed for the design Toads. Allowable values are for connections in wood seasoned to a moisture content of 19 percent or less and used under continuously dry conditions. For connections in wood that is unseasoned or partially seasoned, the allowable loads in this report shall be multiplied by the moisture content factor, Cm, specified in the applicable building code. 3.3 Materials 3.3.1 Steel: All devices listed in this report are fabricated from ASTM A653, SS Grade 33 steel, with galvanizing complying with ASTM A924, G60. Steel coated or galvanized thicknesses are No. 10 gauge (0.1345 inch), No. 11 gauge (0.1196 inch), No. 12 gauge (0.1046 inch), No. 14 gauge (0.0747 inch), No. 16 gauge (0.0598 inch), No. 18 gauge (0.0478 inch), No. 20 gauge (0.0359 inch) and No. 22 gauge (0.0299 inch). The uncoated minimum steel thickness of the connectors shall not be less than 95 percent of these listed thicknesses. 3.3.2 Wood: Lumber shall be nominal dimension lumber having a minimum specific gravity of 0.55; such as southern pine, with a moisture content of 19 percent or less. • • ;•••• • 3.3.3 Fasteners: Nails shall be common wire nailsll0,Ying a ersikwm bendi?g yield strength, Fyb; of 90,000 psi. Common wire nM r.ggform to the nominal Skits* specified in Federal Specification FF- N -105B. Bolt;,I e a minim* bendin:ja ld. strength, Fyb, of 45,000 psi. ;'• • • • ••••• 4.0 INSTALLATION •••••• • •• •• •• .. • 4.1 General •••••• "'•• • • • USP, Lumber Connectors. shall i be acgordance with ¶MSM f zanufacKn-e, e published installation - instructions: ',The .manuf iturer's pudltdhbd installation instructions and this report shall be strictly adhered to al15•0 spy ctVIM instructions shall be available at all times on the job site during Installation. The Instructions within this report::;govem.:if,:.there..are any conflicts between the ,rnanufaoturer's published installation ,instructions and this-report: 4.2 Design Tabular load capacities are based on wood with a minimum specific gravity of 0.55 and a moisture content less than 19 percent.; Tabulated allowable design loads are for loads of normal duration. Adjustments to these values shall be permitted for other durations of loading, i.e. plus 15 percent for two months duration (snow), or plus 33 percent for wind or. seismic. Tabulated allowable design loads shall be reduced 10 percent for design load durations longer than 10 years. The resulting allowable design load after adjustment shall not exceed the maximum design Toad shown in the tables. ITI? NES home page 5.0 IDENTIFICATION Each of the USP Lumber Connectors covered by this report shall be labeled with the manufacturer's name /and or trademark, series designation and this National Evaluation Service evaluation report number, NER -510 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Calculations prepared and sealed by Dole J. Kelley, Jr., P.E. 6.2 Reports of Load Tests, prepared by ATEC Associates, Inc., for the following joist hangers and timber connector devices: CLPBF (Report No. 8555 dated November 19, 1992; and Report No. 33504 dated August 4, 1987); TPP4 (Report No. 4964 dated July 20, 1991); HCPR/L (Report No. 4955 dated July 10, 1991); HCPLR/L (Report No. 4954 dated July 10, 1991); HCPLR/L (Report No. 9805 dated October 21, 1993); HCPEL (Report No. 4996 dated July 17, 1991); HCPTA (Report No. 4402 dated May 7, 1991); HDPT2 (Report No. 9803 dated October 18, 1993); HCPRS (Report No. 7503 dated June 17, 1992); HA5(HCPRS) (Report No. 0583 dated November 30, 1988; and Report No. 7503 dated June 17, 1992). 6.3 Reports of Load Tests prepared by Product Testing, Inc., for the following joist hangers and timber connector devices: CPC44 (Report No. 94- 0036/6251 dated April 9, 1994); HDPT (Report No. 94- 0010/1349 dated TNONI LUATI National Evaluation Report No. NER -510 January 17, 1994); HCPFA (Report No. 94- 0029/6251 dated March 29, 1994). 6.4 Engineering calculations for HUS 2x ands 1.75x Joist hanger connector Series, signed and sealed by Thomas A. Kolden, P.E., 9 -13 -2002. 6.5 Test reports on Toad testing of HUS Series Joist hangers under ASTM D 1761, Stork Twin City Testing Corporation, Project No. 3018 02- 50331, September 6, 2002, signed by Scott W. Britzius and Derrick J. Swanson, P.E. 7.0 CONDITIONS OF USE The ICC -ES Legacy Evaluation Subcommittee for the National Evaluation Service finds that USP Lumber Connectors described in this report complies with or are suitable altemates to that specified in the 2000 International Building Code© with 2002 Accumulative Supplement, the 2000 International Residential Code© with 2002 Accumulative Supplement, the BOCA National Building Code /1999, the 1999 Standard Building Code©, the 1997 Uniform Building Coder"', and the 1998 International One and Two Family Dwelling Code subject to the following conditions: • . •.... 7.1 This Evaluation Report. and the rpanuiacturbes published installafu instructions, when required by the code officiAt shall be s i iKed at the tirzil: ••. of permit application. •••• • 7.2 , Connector loads are determined in accordape the applicable Coc e.YF e allowable loads shall not exceed those shown.in the tpbles+of thisa-elalact: Loads in the tables are predicated on the , ,of fasteners ipdicated in the tables, wood with a minimum specific grawity4,0.55 qnd lumber rrPdlttW@@ content less than 19 percent. The scope c I'tis�valua ewort is'hnited to use of these connectors with - lumber .thip as not been pressure t tmi with chemicals such as those for fire -refas arat t'eatment and preservaii've treatment. • ••••. •...;. 7 3 Allowable loads. in the attached tables ar$for „d+gnnectooe•ael All :ramp members shall be designed in acc ordanca•with the retorirecientgerf•ther appropriate design specifications as referenced in the ap014ble Code 7.4 Loads designated as "normal” Toads are permitted to be increased for duration of load-in..accordance :with- the 1997 AFPA National Design. :Specification® for Wood Construction up to the allowable tabulated for 115 %, 125 %, 133% and 160 %. 7.5 Calculations are to be submitted at time of permit application. The individual performing such calculations shall possess the necessary credentials regarding competency and qualifications as required by the applicable Code and the professional registration laws of the state where the construction is undertaken. 7.6 : This report is subject to periodic re- examination. For information on the current status of this report, consult the ICC -ES website. Footnotes for Tables 1 through 6: (Refer to the bottom of each table for applicable footnotes.) 1. Design loads are based on calculations that assume a wood species having a minimum average specific gravity of 0.55, such as southern yellow pine. 2. Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. The nails shall also conform to the nominal sizes specified in Federal Specification FF -N -1058. Bolts shall have a minimum bending yield strength, Fyb, of 45,000 psi. 3. Header material shall be at least 3 inches thick. 4. Allowable loads are based on the lowest of the following: 4.1 Seat bearing of 460 psi. 4.2 Ultimate test load divided by three. 4.3 Test load producing 1/8 -inch deflection. 5. Uplift loads include a 331/3 percent increase for compliance with the Uniform Building Code and Standard Building Code, and a 60 percent increase for compliance with the BOCA National Building Code for wind or seismic load conditions. When using products in jurisdictions which have adopted the international Building Code, uplift loads include 331/3 percent for wind and seismic conditions and require use of load combinations of Section 1605.3.1 or 1605.3.2 of the International Building Code. No further increase is permitted. 6. Allowable loads are beyond the scope of this report for conditions where permanent load adjustment factor, 0.90, controls. 7. Connector installation shall be restricted to concrete construction. Concrete shall be normal weight having a minimum compressive strength of 2,500 psi. 8. Lateral Toads are perpendicular to the rafter or joist. 9. Allowable loads are for the number of fasteners specified in the table installed in each end of the straps. 1 Page 5 of 10 National Evaluation Report No. NER -510 Table 1— CLPBF Series Joist Ske Stock No, Steel Oa Dimensions {in.} Fastener Schedule Allowable Loads (Lbs.) W H D Header Joist 100% 115% 125% Uplift 133% 160% 2x4 CLPBF 18 1-9/16 2 -1t2 2-112 (12)6d (3)6d 900 r 950 950 300 360 (12)6d (6)6d 900 950 950 600 720 (12)84 (3)84 950 950 950 380 460 (12)84 (6)84 950 950 950 710 855 Notes: 1, 2, 3, 4, 5, 6 Values tuned on 1 -112" thickness. Figure 1- CLPBF Butterfly Hanger • • ▪ * 4,004141141 • •. • •i • ;' • ••1••• koki.0 ••••.• *Ipso 10 0 • • 00•. 0•0• .: •• r• • 00.00••' -. •. • • •. • •: ••e•,. • • • ••• 00.00 • • • • • • •••••• • • •••• • • 0000 •s••♦ • • • 00000 • b•••• • 1 Page 6 of 10 National Evaluation Report No. NER -510 Table 2 -- HCPRS Series Notes: 1, 2, 4, 5,6 Figure 2.— HCPRS Hurricane/Seismic Anchors • • • •..• •• • •••■•• • • •••• • •••■•• • , • •• •• •••• • • •••••• • ■ • •••■••'° .: ,• •. °°°°°° • • • • • •••■ • •••• •• ,- • • •• • • • • • ••••• • • • •0000 • 00000 • •••• • • •••• ••••■ • •• • • • •••• • •••• • Dimensions (in.) Fastener Schedule Allowable Loads (Lbs.) Stock Steel tipl8t No. Ga W1 W2 H Stud Plate 133% 160% HCPRS3 18 24116 6-1/4 5-114 (6) 8d (6) 8d 540 540 (6)104 (6) 104 546 540 HCPRS4 18 3016 7-114 5-1/4 (6)8d (6)8d 540 540 (6)10d (6)104 546 540 Notes: 1, 2, 4, 5,6 Figure 2.— HCPRS Hurricane/Seismic Anchors • • • •..• •• • •••■•• • • •••• • •••■•• • , • •• •• •••• • • •••••• • ■ • •••■••'° .: ,• •. °°°°°° • • • • • •••■ • •••• •• ,- • • •• • • • • • ••••• • • • •0000 • 00000 • •••• • • •••• ••••■ • •• • • • •••• • •••• • • • • • . .• i• • Page 8 of 10 National Evaluation Report No. NER -510 Table 4 — HDPT Truss Tie Down Strap Series < Fastener Size . Alternate Fastening Schedule Allowable Uplift Loads Loads (Lbs.) • _ - ;.:..Total Number of Fasteners' , ,_ .;. 2 ,; -, Allowable Loads (Lbs.) 6 Stock Steel 12 Fastener F1 She No. Ga. Description Schedule 133% 160% 2x HDPT2 18 Single Tate ns (4)10d 450 450 (2)2x HDPTD 18 Double True Tie (4)10d 450 450 < Fastener Size . Alternate Fastening Schedule Allowable Uplift Loads Loads (Lbs.) • _ - ;.:..Total Number of Fasteners' , ,_ .;. 2 ,; -, 4 6 8 0 12 133% 166% 133% 160% 133% 160% 133% 160% 133% 160% 133% 160% 8d' 220 2 440 530. 660 790 880 1055 1100 1320 1320 1585 10d 265 535 640 800 960 1065 1280 1335 1600 1600 19201 16d 320 : 640 770 960 1150 1280 1540 1600 Kau 1915 2300 Notes: 1, 2, 6, 9 •••••• • • •• •• Figure 4 = HDPT Truss Tie Down Straps (True Tie) ; • • • • • •••••• • •••• • • • • • • • Page 7 of 10 National Evaluation Report No. NER -510 Table 3 — HCPL Series Stock No. Steel Ga, Dimensions (in.) Fastener Schedule Allowable Loads (Lbs.) W H Rafter Plate Stud F1 F2 Uplift 133% 160% 133% 160% 133% 180% HCPLL 20 1 -1f2 8 (4)8d (4)6d (4)6d* 145 145 95 95 400 480 (4)8d (4)8d (4)8d• 145 145 95 95 510 520 HCPLR 20 1 -1f2 6 (4)6d (4)6d (4)6d• 145 145 95 95 400 480 (4)8d (4)8d (4)8d` 145 145 95 95 510 520 Notes: 1, 2, 6, 8 'Applies to stud application. Figure 3 HCPL Hurricane/Seismic Anchors HCPL(L) shown (HCPL(R) opposite bend) • • ... .. . • • • e... ....... • • • • • • (.. •• • • .•' • • .... • • •••• • • • • • Page 9 of 10 National Evaluation Report No. NER -510 Table 5 — SGP Series Notes:1, 2, 5, 6, 7 Figure 5 - SGP Tension Tie •._ • • lip' •• • • •••••• •• •• • _• • • • • • • • • • • ••••• • • • •••••. • •••• • ••• • • ••• • • • • •••• • Steel Gauge Dimensions (in. Fastener Schedule Allowable Loads (L s.) Stock Anchor Uplift No. Strap Plate W D L CL Solt Strap 133% 160% SGP2 14 1/4 1.5/8 4 18.1/4 1-112 (1)112 (14)10d 1455 1455 (14)16d 1455 1455 Notes:1, 2, 5, 6, 7 Figure 5 - SGP Tension Tie •._ • • lip' •• • • •••••• •• •• • _• • • • • • • • • • • ••••• • • • •••••. • •••• • ••• • • ••• • • • • •••• • Page 10 of 10 National Evaluation Report No. NER -510 Table 6 — HUS Series Stock Steel Hanger Dimensions Fastener Schedule' Allowable Loads (ibs.) Number 138. W H 0 Header Joist Fa = 460 psi Fe,. = 625 psi Fo = 675 psi Uplift s (in.) (in.) (in.) Qty Type Qty Type 100% 115% 125% 100 115% 125% 100% 115% 125% 133% 160% 1411826 16. 15/8 5 7/16 3 14 165 6 165 2590 2975 3080 25 0 2975 3235 2590 2975 3235 1925 1925 1411828 16 15/8 7 3/18 3 22 165 8 185 3145 3310 3415 38 0 4050 4160 3900 4275 4345 2570 2570 HUS21 b 18 15/8 9 3/16 3 30 16d 10 16d 3415 3615 3750 41 0 4380 4495 4385 4585 4720 3205 3205 14118178 16 1 13/16 511/32 3 14 185 6 . 165 2590 2975 3235 25 0 2978 3235 2590 2975 3235 1925 1925 14118177. 16.; 1E13/16 73/32 3; 22 : 16d 8 a .165 3490 3655 3760 3 0 4345 4345 3900 ,4345 434 ;2570 2570 HUS179 16* 1-13/18 - 9 >;3/32 3 30 16d 10 16d 3760 3960 4095 46 5 `4830 4965 48.90 5000 5228 , -' X05 �Cwn Cf. 47-w4 r.la • ...•••• ...w. -ca. -nun, . iw *As 7 psi D. Kra I • • i 1 A 18dPall is 3 ill inches longer d 0.182 inches in diameter. • • • 2 The 16dnaffs driven into the joist shall be Installed at 30 to 45 degrees horizontally toward the header; r•-••••• 3 Uplift roads Inatude a 331/3%or80% Increase for wind orseisrnto load condttons, No further increase shall be permuted. • • • • • • •••• •e..-• • • • • • Figure 6 • •j • ••.e • • • • • • • •••• ••• • • • MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 United Steel Products Company. 14305 South Cross Drive #200 Burnsville, MN 55306 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 Comity Prcg4 gontrol • • Division (In Miami Dade County) and/or the AM (in areas other than Miami Dade alai, •reservE the right tc have this product or material tested for quality assurance ' • • • q ty purposes. If this product or m �t�n� i fails �o p��form in the accepted manner, the manufacturer will incur the expense of such testing and thq, II may :insmediately' • revoke, modify, or suspend the use of such product or material within their jurisdiction. Ji(1'RC resejves Die right •'. to revoke this acceptance, if it is determined by Miami -Dade county Product Control Divi ijfthat tti$•p`tblluct o� 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 tie Florida Code • including the High velocity Hurricane Zone. • .. • • • • • . DESCRIPTION: HUS, THD & THDH Series Wood Connectors. • • • • APPROVAL DOCUMENT: Drawing No. MD09-06, titled "HUS Series ", "TH) Series ", & `THDH Series" sheets 1 through 3, dated 09 /01/06, prepared by United Steel Products Company signed and seated by R. W. Lutz, P.E, bearing the Miami Dade County Product Control. Revision stamp with the Notice of Acceptance (NOA) number and Expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 this page, evidence page E -1, E -2 & approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No: 06-0921.05 Expiration Date: March 15, 2012 Approval Date: March 15, 2007 Page 1 HUS26 •.. • •. .• • • • •• • • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • •.• • • • • ••• • .•• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• PRODUCT CODE JOIST SIZE STEEL GAUGE DIMENSIONS FASTENERS DESIGN LOAD W H D q HEADER JOIST 16d 100x 16d UPLIFT HUS175 1- 3/4x5 - 1/2x7 -1/4 16 1 -13/16 5 -3/8 3 2 (14)16d (6)16d 3000 1975 HUSI77 1- 3/4x7- 1/4- 11 -1/4 16 1 -13/16 7 -1/8 3 2 (22)16d (8)16d 4025 1800 HUSI79 1- 3/4x9- 1/4 -14 16 1 -13/16 9 -1/8 3 2 (30)16d <10)16d 4580 3210 HUS26 2 x 6 -8 16 1 -5/8 . 5 -7/16 3 2 (14)16d (6)16d 3000 1975 HUS28 2 x 8 -10 16 1 -5/8 7 -3/16 3 2 (22)16d <8)16d 4025 1800 HUS210 2 x 10 -12 16 3 -5/8 9 -3/16 3 P C30)16d (10)16d 4580 3210 HUS410 4 x 10 -12 14 3 -5/8 8 -7/8 2 1 (8)16d (8)16d 2320 1696 HUS412 4 x 12 -14 14 3 -5/8 10 -7/8 2 1 (10)16d (10)16d 3000 2665 HUS46 4 x 6 -8 14 3 -5/8 5 2 1 (4)16d (4)16d 1080 1015 HUS48 4 x 8 -10 14 3 -5/8 7 2 1 (6)16d (6)16d 1800 1550 HUS26 -2 <2) 2 x 6 -8 14 3 -1/8 5 -1/4 2 1 (4)16d <4)16d 1080 1015 HUS26 -3 (3) 2 x 6 -8 14 4 -5/8 4 -1/2 2 1 (4)16d (4)16d 1080 1075 H11JS28 -2 (2) 2 x 8 -10 14 3 -1/8 7 -1/8 2 1 <6)16d (6)16d 1800 1550 HUS28 -3 <3) 2 x 8 -10 14 4 -5/8 6 -3/8 2 1 (6')16d (6)16d 1800 1550 HUS210 -2 (2) 2 x 10 -12 14 3 -1/8 9 -1/8 2 1 (8)16d (8)16d 2320 1695 HUS210 -3 <3) 2 x 10 -12 14 4 -5/8 8 -3/8 2 1 (8)16d (8)16d 2320 1695 HUS212 -2 (2) 2 x 12 -14 14 3 -1/8 14 -1 /8 2 1 (10)16d (10)16d 3000 2665 H1JS212 -3 (3) 2 x 12 -14 14 4 -5/8 10 -3/8 2_ 1 (10)16d (10)16d 3000 2665 GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF G60. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19% OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 60% FOR WINDLOAD CONDITION. NO''FURTHER INCREASE IS ALLOWED. HUS212 -3 Approved as complying w$tk the Merida Bating Code NOA# . . •„ ,o Miami * e Predu -i.. Dlvls UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 PHONE (507) 364 -7333 NAME* NUS SERIES DATE; 09 -01 -06 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 SHEET* 1 OF 3 • DRAWING NO. MD 09 -06 MDADE THD175 • • •• •• • r • • • • • • ••• • • • ••• • • • •• '•• • • • • • • • • • ••• • • • • • • • -• • • • • •►• . • ••• 9101, • • • • •! • • • • • • ••• ••• • • • • •• • • • • ••. • • • • • • • • • • • • • • • .• ••• •• • • • • • • •• • •• • • • • • • • • ••• •• PRODUCT CODE JOIST SIZE STEEL GAUGE DIMENSIONS. FASTENERS DESIGN LOAD �✓ H D A HEADER JOIST 16d 100% 16d UPLIFT 160% THD175 1- 3/4x5- 1/2 -7 -1/4 14 1 -7/8 5 3 1 -7/8 (18)16d (12)10d 2700 1375 THD177 1- 3/4x7- 1/4- 11 -1/4 14 1 -7/8 6 -7/8 3 1 -7/8' (28)16d (16)10d 4200 2970 THD179 1- 3/4x9- 1/4 -14 14 1 -7/8 8 -7/8 3 1 -7/8 (38)16d <20)10d 5195 3985 THD26 2x6 -8 16 1 -5/8 5-1/16 3 1 -7/8 (18)16d (12)10d 2700 1375 THD28 2x6 -10 16 1 -5/8 7 3 1 -7/8 (28)16d (16)10d 4200 2970 THD210 2x10 -12 16 1 -5/8 9 3 1 -7/8 (38)16d (20)10d,5195 3985 TH026 -2 (2) 2x6 -8 14 3 -7/16 5 -3/8 3 2 (18)16d (12)10d 2700 1375 THD28 -2 (2) 2x8 -10 14 3 -7/16 7 -1/8 3 2 (28)16d (16)10d 4200 2970 THD210 -2 (2) 2x10 -12 14 3 -7/16 9 -1/8 3 2 (38)16d (20)10d 5195 3985 THD210 -3 <3) 2x10 -12 ip 5 -1/8 9 3 3 (38)16d (20)10d 5475 3710 THD410 4x10 -12 14 3 -5/8 9 -1/16 3 2 (38)16d (20)10d 5195 3985 THD412 4x12 -14 14 3 -5/8 11 3 3 (48)16d (20)10d 6020 3710 THD46 4x6 -8 14 3 -5/8 5 -5/16 3 2 (18)16d (12)10d 2700 1375 THD48 4x8 -10 14 3 -5/8 7 -1/16 3 2 (28)16d (16)10d 4200 2970 THD610 6x10 -12 12 5 -1/2 9 3 3 (38)16d (20)10d 5475 3710. , THD612 6x12 -14 12 5-1/2. 11 3 3 (48)16d (20)10d 6740 3710 THD7210 7x9- 1/4 -14 12 7 -1/4 9 3 3 (38)16d (18)16d 5475 3710 GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF G60. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19% OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 60% FOR WINDLOAD CONDITION. NO.FURTHER INCREASE IS ALLOWED. THD412 Approved as complying with the Florida Butding C e Date 3// S 07 NOAH 04- `/21.05 Miami Dade Product 401 By, UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 PHONE (507) 364 -7333 NAME' THD SERIES DATE' 09 -01 -06 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 SHEET' 2 OF 3 DRAWING NO. MD 09 -06 MDADE .•• • • • • • • • ••• • • • ••• • • GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF G60. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 197. OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM 01761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 60% FOR WINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. . ••• • •• • • • • • • • • • • • • ••• •• • • • • • PIiCDUCT• • ' 'CODE • • • ,JOIST • SIZE STEEL GAUGE DIMENSIONS FASTENERS DESIGN LOAD W H D HEADER TRUSS 16d 100% 16d JPLIFT THDH26 2x6 -8 12 1=5/8 5 -7/16 5 (20)16d (8)16d 4265 2260 T !• • • • Rx4 12 1 -5/8 7 -3/16 5 (36)16d (12)16d 5090 3260 • T 2 .2 •2x6 -8 12 3 -1/4 5 -1/2 4 <20)16d (8)16d 4265 2260 4-114.14-3 2x6 -8 12 5 -1/8 5 -3/8 4 (20)16d <8)16d 4265 2260 T 0! 2$' -3 "2x8 -10 12 5 -1/8 7 -1/8 4 (36)16d (1g)16d 990 3260 THDH210 -2 2x10 -12 12 3 -1/4 9 -1/4 4 (46)16d (12)16d 5850 3060 THDH46 4x6 -8 12 3 -5/8 5 -5/16 4 <22)16d (8)16d 4265 2260 THDH410 4x10 - 12 i2 3- 9/169 -1/8 4 <36)16d (12)16d 5850 3060 THDH3210 3- 1/4x9 -1/2 12 3 -1/4 9-3/8 4 (46)16d <12)16d 5850 3060 T14DH6710 6- 3/4x9- 14 -1/2 12 6 -7/8 8 -13/16 4 <46)16d (12)16d 5850 3060 THDH7210 7- 1/4x9- 1/4 -14 12 7 -1/4 7 -1/4 4 (46)16d (12)16d 5850 3060 THDH27925 2- 11/16x9- 1/4 -14 12 2 -3/4 9 -1/8 4 <46)16d (12)16d 5850 3060 Appnwed as complying with the Florida fittidipg C e Rate 3/Sjo 7 NOA# r OG+-d� MIa 1 a Product 42 I.0 UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 PHONE <507) 364 -7333 NAME+ THDH SERIES DATE+ 09 -01 -06 ROBERT W. LUTZ PROFESSIONAL ENGINEER <STRUCTURAL) FLORIDA LICENSE. NO. 55409 SHEEP 3OF3 DRAWING NO. MD 09 -06 MDADE This " safety alert symbol; Is : used to attract' your attention) PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE: CAUTION: ` A. CAUTION identifies safe operating practices or indicates unsafe conditions that could result; In personal injury -or damage to structures, HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES@ It is the responsibility of the Installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiortothe project Architect's or Engineer's-design specification for handling, installing and bracing wood trussesfor a particular roof orfloor. These. recommendations are based upon the collective experience of leading technical CAUTION: The builder. t uil In con, r cto�r, II contractor. erector or erection. contractdal secl' o obtaln�and readsthe�xentire bookle °°mentary and Recommendations for Handling Tolss s HIB f f o is I td Ccnnect4cr u,r _ . , r. th r srPfat si e DANGER:' DANGER` "designates` a condition wherefailure to follow Instructjons or heed warn - trig will most likely result in serious personal injuryordeath or damage to.structures; :, WARNING: A WARNING describes a condition, ;''whe-f afailuretofoliow Instructions could result in .,sev re ,g , .. d peraSanal Injury or;darnagg to.structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel in the wood truss industry, but must, duetothe nature of responsibilities involved, bA presented as a guide for the use of a qualified building designer or installer.Thus, theTruss Plate institute, Inc. expressly disclaims any responsibility fordamages arising from the use, application or reliance on the recommendations and information contained herein by building desioners;einstallers, and others. Copyright by Truss Plate Institute, Inc..AII rights;rO.e'hted. This idsg r: ent or any part thereof must not be repro In any forg Without written perraission of the publisher. Printed In the Unites. tts of Ar k*: •.. ' 1 hou d. %94i tss ! • i' co sections e..i p n,.4 "Kgr= . •••• ••. • ;;..• . • Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. ;WARNING: Do hot. break banding until installa tion begins or lift bundled trusses by the band0r . Trusses stored vertically should be braced to prevent toppling or tipping. BANGER. Do riot score bundips upright unless roperiy braced; DANgl*R Walking on trusseS_which are Tying flatls extreipply dangerous and should be strictly prohibited;;- ' ' Frame 1 5� Tag Une WARNING Do not attach hooks to, the web members: cables`:. c • • i I I- -I Approximately Approximately Ya truss length 1/a truss length Truss spans less than 30'. Spreader Bar Toe In Toe In '\ \ \l Ii %I %li/�l Approximately a to 3'a truss len a th ess than or equal to 60' Tag Une Tag Une WARNING Do not Ilft single trusses with spans greater than 30! by the peak, CHANICALry TALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Strongback/ SpreaderBar 10' Spreader Bar Approximately ?/s to 3/4 truss length Greate CitipaQ' • • • • .. • •• •" • Strongback/ • SpreaderBar 110' 10' • ••.�... t* .. rCJs to 3!a trussiength 7 • • • Greaterywtsd' • • • • • • • •••• • •• • Approximately 1/2 to 36 truss Ien , th Less than or equal to 60' Tag Line= . •••••• d e` BRACING;BUILDINGINTERIQ G ACiNG. BUILDING EXTERIOR Top Cho d LBT ■ Typical vertical attachment Blocking Or d brace' Meal (GBV) Ground brace diagonals (GOD) Ground brace vertical (GBv) Ground Brace \ Verticals (GBV) hues of t ;:group of trus I Mace (ES) Strut (Sn Typical horizontal tie member with mutlipie stakes (HT) � y �t AUTION. Grourt�d p a itlg required for`ali installations Frame 2 12 7--1 4 or greater yi�ii rulllliu�ul SPAN ili `I +�� n ,I ; is iii, ' xa i I iu H,; Ii ' to , '`,ul, ��4�iIINIMUM tl Ii 'Gili ,'NA'a� "; ,ryryI�, PI.l i�41l n I .! , i AT +Ya :u ,4N Ir 0 TOP CHOR �{ LATERAL!` BRACE SPACID& t!..dr ,d }.,(L ( !. ,I r,. ...,. .... TOP CHORD DIAGONAL BRACE SPACING (DBE . { !' ,., [# rusties] SP /DF ". SPFIMF 15 Up to 32' 4/12 8' 20 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Flr -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce- Pine -Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment .. Required • • ) Topchord • that are lateralybraced can buckle togetherand causecoliapse inhere lanodlago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord • : •.. '4•e •j• • /Ji • ••:••'• • •1*•'• •,•••• itaibttius �xa }. rc k4y �4WFi TOP CFIOI3D9Hi�Hd�u�4 kJry�. MINIMU�4II "+ , TOP CHORD i L DIAGONALk PITCH LATERAL; BRACE SPACING�(DB& SPAN `! DIFFERENCE SPACING(LB &k %e w ( #trussen SP /DF ::.;SPF /HF Upto28' 2.5 7' 17 12 Over28' -42' 3.0 6' 9 6 Over42' -60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Flr -Larch .. SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir Continuous Top Chord Lateral Brace - �y Required 10' or Greater Attachment Required - All lateral braces lapped at least 2 trusses. Frame 3 Cr. Top chords that are laterally braced can buckle togetherand causecollapse if there Ism diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. SCISSORS TRUSS WEB MEMBER PLANE I 12 -1 4 or greater Up to 32' MINIMUM • PITCH Over 32' - 48' Over 48' -60' Over 60' 4/12 BOTTOM CHORD LATERAL' BRACE SPACING(LBS) BOTTOM CHORD DIAGONAL BRACE SPACING (Ms) trusses] SP /DF SPF /HF 20 15 10 7 4/12 6 4 See a registered professional engineer 4/12 15' 15' 15' DF - Douglas fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. oleos• • .. • Bottom:chord.diagonal bracing repeated at each .end of the building and at same.: spactng.as top chord.dtagonat bracing • • • o .. 3.! • • • • • i .. 0 a 0 Cross bracing repeated at each end of the building and at 20' Intervals. r - Permanent -s continuous lateral bracing as specified by the truss engineering. Frame 4 4 . SPAN MINIMUM DEPTH TOP CHORD . LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DBs)' ' , [# trusses] SP/DF SPF/HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir-Larch SP - Southern Pine HP - Hem-Fir SPF - Spruce-Pine-Fir 2X4/2x6.. PARALLEL: CHORD TRUSS: Top chords that are laterally braced can buckle togetherand cause collapse if there lane diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10° or Greate Attachment ,/ Required 30° or greater The end diagonal brace for cantilevered • .fxusses must be placed on vertical webs In line with the support End diagonals are.eskatil stability and must be durii = both ends of the truss sYstem. ".:Av ' :v? .11""*.";':', • 41.4. q. WARNING 1001130 es 1.,,c07 htIQP41741g41 - . • • • • • • • • • • • • *:4x2 PARALLEL ct:itiFtci,TFiussitdp 0+300:1 Top chords that are laterally braced can buckle togetherandcausecollapse tither° isnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. • • • • 30yoesi Continuous Top Chord Lateral Brace Required • 10° or Greater Attachment , Required —' End diagonals are estierigal, forv;.. stability and must be dupirCatect or. both ends of the truss system. Frame 5 3% "›..< Trusses must have tun ber oriented in the hor zontal direction to uz this brace spacing. ;..MONO.TRUSS.'.:•1 SPAN • .., MINIMUM. PITCH ' •• .; . .. - ' 0.., ,:: ,5.';,:;,r.,:::%1•1.. , TOP CHORD .. LATERAL BRACE SPACING(LBs) ,..ti,ril,,,it!i .1.1I.; IiI,. I,IIIIV.I...:,,, 1" TOP CHORD DIAGONAL BRACE SPACING (OBS).!.!. :;:'+'. [# truilesr SP/DF SPF/HE Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professlona engineer DE - Douglas Fir-Larch HE - Hem-Fir SP - Southern Pine SPF - Spruce-Pine-Fir Diagonal brace also required on I end verticals. • ‘, 12 —13 or greater et, 0. Top chords that are laterally braced can buckle togetherand cause collapse if there land g. Diagonal bracing should be nailed to the underside of the top chord when pisrlIns are attached to the topside of the top chord.- . All lateral brace lapped at least trusses. e • • :Contini•Ous Ipp•Chord • • ...,,,,,,••„ ,,Laterairtedt• • ..- •••■••• *Required • 1. ---7" • : •• ••• • • • • : i .1. • Os s • ":,-10Nor Greater • • • •• • .4.0 •••••• •• • o• 4 - Attachment • •• • itz; • • • -...i 1 i:,: 0 lip , - Reqoeultd • • o , , . .":. • • • • •,.. . • • ..'VF . ' . " .!.7..'N" ''''.. ' "." ig." '''' .7. 7.A.,-.P ' • .,,,r•K .*FWIlure ptif011ev e-..r -11"961'd $91.11M 4 P da l OA ,.. 0 9:. ''",: .:11.b.,', :A. TALLATIOK7OLERAN. •• • • ' PLUMB Lesser of D/50 or 2" Maximum Misplacement -11/4'4 •c-..DOi).: IIP/0,11',:i 90t);:: 12° 1/4" 1' 24" 1/2" 2' 36" 0 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-112" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' Plumb Une -ea . . ............ : .. .. . ............ ............. ... ........ :::::::::: :::::: .1. L(in) Lesser of ' L/200 or 2" L(In) ................................. L(In) I.J200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' t Lesser of L/200 or 2" L(In) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT-OF-PLUMB INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION TOLERANCES. Frame 6 ,....DANGER: Under no circumstances should construction loads of any description be placed I on unbraced trusses: July 12, 2007 Miami Shores Village Building Department CITY COPY 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 07 -921 Job Name: Addition for BeHinson Res. Page 1 of 2 Building Critique Sheet rd REVIEW ITEMS NO. 2, 5, & 7 HAVE NOT BEEN CORRECTED. towo& o% 2. Provide Product Approvals for all windows and doors as Hall VtWIA required by FRC 4410.4 including the Product Approval "Cb � oxo or Comparison Chart. Product Approvals shall be reviewed and `" _ "e" ` €�att approved by the Designer of Record before submitting them to `" _ the Building Dept. for permit. reviewer, , 5 Submit permit applications for E1ectrieal,Mechanical, 7. Plans must be submitted to DERM for review and approval and to Miami -Dade County Planning & Zoning for payment of impact fees. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305- 795 -2204 May 17, 2007 Miami Shores Village Building Department CITY COPY 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 07 -921 Job Name: Addition for Bellinson Res. Page 1 of 2 Building Critique Sheet 1. Square footage shown on the Energy Calcs do not match the square foot on the plans. Plans show 3,600 sq. ft. Calcs show only 2,165 sq. ft. 2. Provide Product Approvals for all windows and doors as required by FRC 4410.4 including the Product Approval Comparison Chart. Product Approvals shall be reviewed and approved by the Designer of Record before submitting them to the Building Dept. for permit. 3. Address comments from P & Z, Electrical and Mechanical reviewer. 4. Provide exterior wall detail showing, overhang, ventilation, roof components, exterior and interior cladding, insulation, etc. 5. Submit permit applications for Electrical, Mechanical, Plumbing, Septic Tank, Driveway, Demolition, and Roofing Contractors. 6. Provide interior wall detail showing, type of material, cladding, attachment top and bottom, etc. 7. Plans must be submitted to DERM for review and approval and to Miami -Dade County Planning & Zoning for payment of impact fees. 8. Provide Special Inspectors form, signed and sealed by the Engineer performing the Engineered Unit Masonry Inspections. (bpit, cob' -r6 Plana ofrt 107 9. Provide note on plans that all glass in windows and doors adjacent to wet areas in bathrooms are to be tempered or safety glass. 10.Provide a window and door buck detail, including waterproofing, attachment, type and size of fasteners, etc. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date 5/ MECHANICAL CRITIQUE SHEET Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit-No: Job Name N'I4,PiZ°'$ ' ELECTRICAL CRITIQUE SHEET e �P°r,A- 8 J 01 �,c��,�°� -, = II a‘e /5 ZI -ry /-- it-„W Lei n7-4c� if/G1 ,erscr,Pe !°s 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -5 -07 -921 Issue Date: Not Issued Expires:Not Issued Folio Number:1132060140230 Owner's Name: JENNIFER BELLINSON Job Address: 9205 4 Avenue NE Miami Shores Village, FL Owner's Phone: Total Square Feet: 1800 Total Job Valuation: $ 200,000.00 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: No Comments: PLAN SUBMITTED IS DIFFERENT FROM THE ONE APPROVOED BY THE PLANNING BOARD . NEW PLAN INCLUDING GARAGE CONVERSION REQUIRES REVIEW AND APPROVAL BY THE PLANNING BOARD. Date Denied: 5/8/2007 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756-8972 Issue Date: Not Issued Expires: of Issued Folio Number:1132060140230 Owner's Name: JENNIFER BELLINSON Job Address: 9205 4 Avenue NE Miami Shores Village, FL Owner's Phone: Total Square Feet: 1800 Total Job Valuation: $ 200,000.00 Contractor(s) Phone Primary Contractor .... ...... . <..... : »:.' :.ate. >, :.:.�,. .. �?': SSA:.... t.... .<4.4':.....<.................. .... .... ...... <. ... ..... _.. .A ... .. .. d• .. ................ .. Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 7/9/2007 : Yes Comments: PLAN SUBMITTED IS DIFFERENT FROM THE ONE APPROVOED BY THE PLANNING BOARD. NEW PLAN INCLUDING GARAGE CONVERSION REQUIRES REVIEW AND APPROVAL BY THE PLANNING BOARD. 07/09/07 NEW PLAN AS APPROVED BY PLANNING BOARD. PLEASE CLARIFY IF 100 GALLON PROPANE TANK IS BURIED. PERMIT #; 1, Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 114-11.-V-( ❑ Contractor ❑ wner rchitect Picked up 2 sets orf� plans and (other) Address: 1 !.o�% • e • 'v e/ RECEIPT DATE: VI/07 461i,14-2 cfencc From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: rfdity,„„) p T7(77.7 RESUBMITTED DATE: l JUL 0 2001 B Y: PERMIT CLEIRK INITIAL: Inspection Date: 06/13/2008 Inspector: Levrock, James Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: BELLINSON, JENNIFER Job Address: 9205 4 Avenue NE Miami Shores Village, FL Project: <NONE> Contractor: A LEAGUE CONTRACTORS, INC. Block: 1C07- 'v7_1 istul Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number Parcel Number 1132060140230 Lot: Phone: 305 - 256 -0306 Building Department Comments 1200 GALLONS SEPTIC TANK Passed ctor Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, June 12, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION' FBC 2004 Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 10- tik\tt\, yr Phone # - S 1 ° ZV� % Owner's Address '1� ►V6 11 MC, City Mtcml fAlOtt3 State FL Tenant/Lessee Name Zip .313S( Phone # Job Address (where the work is being done) Ci20c 14 Poe_ City Miami Shores Village County Miami -Dade FOLIO / PARCEL # I I ' 6206 - Q 1'-1 02 Is Building Historically Designated YES NO Contractor's Company Name Zip �31 .Y(1 j.e7A CXY)-1(C4 Phone# Contractor's Address "-7—t 1 t 1 t V `d (; 305 -Z 5z2 City N`'11�'Li State -j Zip ?>6 ib � Qualifier Name , ' r;\,, { C r tir ;x.1.52 �1_ '�< '° Phone # 6_ State Certificate or R gistration No. ;. 'i Certificate of Competency No. i-=)! Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: Describe Work: ddition ❑Alteration - e.V / Square / Linear Footage Of Work: ❑New ❑ Repai ❑ Demolition 171(d /l Ceia G ******** * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** s************* * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** Submittal sFee $ Notary $ V' / W Scanning $ 'OD Bond $ ftircemeritK$ Structural Review. $ Ju I Permit Fee $ 3 66 CCF $ 5 • co. f .vo Technology Fee $ 8=15 DPBR $ Zoning $ Double Fee $ Training/Education 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 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 .rust 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. L -� Signature Signature Owner or Agent - (~ Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before( e this day of , 20 , by day of .- "20L' , by C4, who is personally known to me or who has produced who is rsonally known w me or wit As identification and who did take an oath. as NOTARY PUBLIC: NOTARY PU Sign: Slen: Print: has produced SARIMA BATISTA MY COMMISSION # 00 428255 �q�r, EXPIRES; May 11, 2009 j 9�' Y r, Banded Thu Notary Pubilc Untlerwriters • Ll. Print: My Commission Expires: My Commission Expires: ****,****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** > d****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: f � I �C� 7 Plans Examiner Engineer Zoning (Revised 02 /08/06) METM1 Jal 7 2008 Ail STATE OF FLORIDA. • DEPARTMENT OF HEALTH. BY: DATE PAID; tONSITE SEWAGE THEATMENTAND -DISPOSAL;..SYSTEM. FEE PAID: CONSTRUCTION.INSPECTION.AND FINAL APPFKWAL • RECEIPT #: • PERMIT NO, APPLICANT; AGENT: PROPERTY ADDRESS: LOT: L. • SUBDIVISION:. = = = = = = CHECKED [X] ITEMS ARE NOT IN:• COMPLIANCE 'WITH. *STATUTE = = = = = = = = = = • Mt = = TANK INSTALLATION [01] TANK SIZE [1] .11s4,.. 12) [02] TANKMATERIAL, r r. . (03) OUTLET DEVICE 41- (04) MULTI-CHAMBERED (14/.4 N] (05) OUTLET FILTEFI • le/ roc LEGEND 107] WATERTIGFIT [081 LEVEL [09] DEPTH TO LID DRAINFIELD INSTALLATION • 116. " Do) AREA [11 7.2O(21. _sr ./ [11) DISTRIBUTION BOX HEADER v [12) NUMBER OF MAINLINES • ...S"" • [13] DRAINLJNE SEPARATION. — • [141 DRAINUNE SLOPE t •-" y (181 DEPTH.OF COVER (16] ELEVATION raeov [17) SYSTEM LOCATION [181 DOSING PUMPS • • (19] AGGREGATE SIZE [20] AGGREGATE EXCESSIVE FINES [211 AGGREGATE DEPTH * • rt FILL / EXCAVATION MATERIAL. [221 FILL AMOUNT . [23] FILL. TEXTURE [24] EXCAVATION DEPTH 7 ' [a] 'AREA REPLACED • (28] REPLACEMENT MATERIAL, .EXPLANATION OF VIOLATIONS / REMARKS: I 1 1 I I ( CONSTRUCTIO FINAL SYSTEM C 4AakfROPERTY: ID (132 0_6 014 z3 = = = tt=1 = OR *PULE AND. MUST BE CORRECTED, — — •••• '-`• SETBACKS 1 (271: [ 3 [28] 1 [29) ( 1 (301 1 1 [31] I [321 ( 1 [33] ( 1 (34) [ 3 K SURFACE WATER FT DITCHES .. FT PRIVATE WELLS FT PUBLIC WELLS IRRIGATION WELLS 617 .40-* FT POTABLE WATER LINES 7 •a* FT BUILDING FT PROPERTY LINES 5" FT [361 OTHEFI' FT FILLED / MOUND °SYSTEM [36] • DRAINFIELD [37] SHOULO (38) .• SLO (391 . ST BILIZATION ADDITIONAL INFORMATION [• j [40) UNOBSTRUCTED AREA ] [41] STORMWATER RUNOFF ] [42] ALARMS ( [43] MAINTENANCE AGREEMENT [ .1 [44] BUILDING AREA 1 [45] .1.0CATION CONFORMS WITH SITE PLAN [ ] [46] FINAL SITE GRADI 1 1 [471 CONTRACTOR e t 1 (48) OTHER ABANDONMENT .1 « ..(49] • TANK PUMPED [ 1 ran TANK CRUSHED & FILLED APPROVED PROVED I A P.P 0 VED1' ISAPPROVED)- OHD DATE. CHD DATE. DH 4018 (Page 2), 10/87 (Frevlowa Edition May 13e Used) Stock Number, 5744.0024010-4 . F:R/P.R flIkflNfl n •nntrri PT 1: Applicant PT 2: instalier/Condadiur PT 3: Building 0c:tannin,. PT 4. 1-leglih Ciouunmeni t'7.c17,r;qqr;ir. Page 2 of 3 7T RRP17./T.7./T.G1 RAA71 17.1 TA V7t)97AqqAR smninym(Nnn '4-Intral y T D fr 11 6 ti CS C1: Pelet-1144)0/4 Fra0117V1•16. Miami Shores Building Department Product Approval Schedule / Comparison Chart. Address: eff,DP t l •L. 4171064e.Permit No. 126• 61° let 0 ' enin _ Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact o •UIc.o r,o•o -40. foto. -110.0 4"10.0 -10.0 4,104 't l o.o Sa 60 • •, •.4• • • • i•i• • �i •t ••,••• • e • • • • •••• • • •••• • ••• • • • • •• • • • •• • • ••• • • •• • •••• • • ••••,> • ••• • • • • • • • • •• •••••• • •••• • • • • •1 •• • • • • • • • • • • • •• • T 4.4T- r. + All • 1.4.3+ tyuh 0444. 11 !• .1 r• .• n •• i 41 J'E��•ae"� ^ ��ri��1ii • t4 glI1 re It r• 1, •1 le ?1..T.11-14.2j4. yR • S °"5•r ►1• % Imo¢.,.4.=w- OO. -1+ - to Inspection Worksheet Miami Shores Village gock) 10050 N.E. 2nd Avenue Miami Shores, FL 4.7092,1 Phone: (305)795 -2204 Fax: (305)756-8972 Inspection Date: 06/11/2008 Inspector: Devaney, Michael Owner: BELLINSON, JENNIFER Job Address: 9205 4 Avenue NE Miami Shores Village, FL Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration avonnut Phone Number Block: arcel Number 1132060140230 Lot: Phone: (305) 551 -4043 Building Department Comments LOW VOLTAGE AUN1 a2"Is Passed Inspector Comments ��` ' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, June 10, 2008 Page 2 of 2 Miami Shores e Villa � Village , FEB C 6 2000 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 L-' B Y: Permit No. .ELM-2.1 Master Permit No. PL-s- -ca.( Permit Type: Electrical Owner's Name (Fee Simple Titleholder) A(\ L tie( Mina m Phone # f5' 7S'' 241 mm ^ Owner's Address �v5 14G 4 Poe. City AUW rt7AN®r State ¥( Zip b3i 3% Tenant/Lessee Name Phone # E- MAIL: �1 -1 ,1 Job Address (where the work is being done) "12OS IV'e -T -Ave. A City Miami Shores Village County Miami -Dade Zip V516N FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name t. t%d(' G Phone # WS- SS 1 - qoc2 Contractor's Address 01'03 av ao Az( City4c.tm( State F Zip 331 IS Qualifier Name 1j a3Ca RI ,i Phone # State Certificate or Registration No.a,"00 1j 3%q E -MAIL: Certificate of Competency No. scrreoccoii Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: p �f�A�ddition DAlteration ( L ['New ❑ Repair /Replace ❑ Demolition Describe Work: 'lac bSi(OOr(% ,604(cowt, -GtmI L, IDori 40 4 `t kt. uare. \JcMose> ********* * * * * * * * * * * * * * * * * * * * * * * * *ggxzxxxx Feexxxxxx***** * * * * * * * * * * *x * ** * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 1� '`'- CCF $ O 00 CO /CC Notary $ c-00 Scanning $ 3 -W Radon $ DPBR $ Zoning $ Training /Education Fee $ Technology Fee $ 2'S0 Bond $ Structural Review. $ 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 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 U-G14-AAA-11.4. Owner or Agent The foregoing instrument was ac nowledleed�before e this CCO day of , 20O', by,VIVII who is ersonally known to me or who has produced 1'v ` As identification and who did take 4•41� p �G. NOTARY PUBLIC: Sign: Print: My Commission Expires: 1 APPLICATION APPROVED BY: (Revised 02/08/06) 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 B N YPUC ` LIC: : LIC -STATE 0 FLORIDA 13 , 2010 Sign: Print: Bonded Tin My Commission Expires: MAY '7'O # Plans Examiner Engineer Zoning Inspection Date: 06/16/2008 Inspector: Rodriguez, Jorge Inspection Worksheet Miami Shores Village it 10050 N.E. 2nd Avenue Miami Shores, FL 01 giii Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: BELLINSON, JENNIFER Job Address: 9205 4 Avenue NE Miami Shores Village, FL Project: <NONE> Contractor: ORONI INC Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: New Block: Phone Number Parcel Number 1132060140230 Lot: Phone: (305)685 -0412 Building Department Comments New driveway Passed ., Inspector Comments &..--14,7--c" er Milil Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, June 12, 2008 Page 1 of 2 Miami Shores .Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): Tel: (305) 795.2204 Fax: (305) 756.8972 RECtIVED JAN 16��g BY: Permit No. V O T Master Permit No. I.E,' S "0/ —Ci1 Roofing Owner's Name (Fee Simple Titleholder) A (ea./ m , i ell&9\Phone # Si' 2A .14 Owner's Address . A 5 Nt e '1 City [Atom state Tenant/Lessee Name Zip X31 Phone # Job Address (where the work is being done) °11.0S I S Ci &ie., City Miami Shores Village County Miami -Dade Zip 331 3t FOLIO /PARCEL # 1 1 ''3 - 014 - 02..W Is Building Historically Designated YES NO V� Contractor's Company Name 0 °i NI 1 N C., Phone # WS ° b 6° Q H a. Contractor's Address I1-1CftO NW 6 c - City (NI u@Qrni State FL Zip 165 Qualifier Name C)(1 191,,adc.� r Phone# WS— S'Oy 1 2 State Certificate or Registration No. C, 12....S 165'A Architect/Engineer's Name (if applicable) Certificate of Competency No. f* b0 j'I 3aj' Phone # Value of Work For this Permit $ 4 ow, oa Type of Work: ['Addition ❑Alte . tion Describe Work: \ J on c'Lld r,_ Square / Linear. Footage Of Work: ew 1,0 °0 /. ❑ Repair/Replace j {emolition * * * * * * * * * * * * * * * * * * * * * * * * ** $ Permit Fee $ 4 CCF $ c CO /CC Training/Education Fee $ ,•1 ev. �. � Technology Fee $ Radon $ DPBR $ Zoning $ **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee Notary $ Scanning $• Bond $ Structural Review. $ 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 s4iarate permit must be &cured 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 Owner or Agent The foregoing instrument was acknowledged before me this day of KX , 20 al, by Jeff l 66111 99 , who is to me or who has produced As identification and NOTARY PUBLIC: who did take an oath; Signature ' -> The foregoing day of who is personally kno Contractor NOTARY PUBLIC -STATE OF FLORIDA instrumen =mission ` #DD447607 , Tres: MAIL. 04, 2008 as identification and who did take an oath. Sign: Print My Commission Expires: NOTARY PUBLIC: Sign: Print: Z. fCJF%' My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning :•* Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Issue Date: Not Issued Permit NO. DS-1-08-771 .............................. • • • . Expires:1/1/2999 Folio Number:1132060140230 Owner's Name: JENNIFER BELLINSON Job Address: 9205 4 Avenue NE Miami Shores Village, FL Owner's Phone: Total Square Feet: 1000 Total Job Valuation: $ 4,000.00 Contractor(s) Phone Primary Contractor ORONI INC (305)685-0412 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 1/31/2008 : Yes Comments: PLAN MUST BE DRAWN TO SCALE DRIVEWAY MUST BE LOCATED AT LEAST5 FEET FROM THE HOUSE 1/31/08 NEW PLAN OK N.E. 93-Fd STREET 30' ;� i C.B.S. UNDERCONSTRUCTION 5BLCICK HIGH OF FOO 37.7' GFL a=9. 10.40 1 I STORY C.B.S.I RESIDENCE NI. 9205 rri F.F.I1. =11.1r 4 55.92 30' N.C. 92n-d STREET SKETCH OF SURVEY SCALE: 1 INCH = 20 Fttl A. R, TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS FLORID CERTIFICATE OF AUTHORIZATION NO. U3 -273 620 N.E. 126 SF. NORTH MIAMI, FLORID 33161 ORDER No. 14041 f6: 523 PGS.54 -57 FILE 2006/11X17/14041 LEGEND; CONC CL EENC FD IP LB N&D RLS R LOCATION MAP: SECTION 6 TV/P. 53 S. RGE 42 E. SCALE: 1"=100' DATE SEPTEMBER 11, 2006 SCALE: AS SHOWN DRWN BY: WT = CONCRETE = CENTERLINE = CLEAR = CHIN NK FENCE) • ENC = FOUND = IRON PIPE • LAND SURVEYOR BUSINESS = NAIL & DISK = PROPERTY LINE = REGISTERED LAND SURVEYOR No. GRAPHIC SCALE; 0 10' 20' 40' SURVEYORS NOTE; . • • •• • • • • • ELEVATIONS SHOWN REFER TO THE NATIONAL GEODEM:1YERt1CAL • •• • • • • •• • •••• • • DATUM, 1929. (N.C.V.D.) •• •• •••••• • LEGAL DESCRIPTION: • . • . • • • • S' 3EC110N NO. 2 , ACCORDING TO THE PLAT THEREOF RECORDED•IfV :P AT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MLMIs4ABL+COUNTt••••i FLORIDA, BEING SITUATED IN THE VIUAGE OF MIAMI SHORES. • • • • • •.•• SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND PLATTED UNDER MY DIRECTION AND THAT THIS SURVEY COMPUES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 61017 -6 FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. THERE ARE NO ENCROACHMENTS UNLESS SHOWN HEREON. A.R. TOUSSAINT & ASSOCIATES, INC. 60' ALBERT R. TOUSSAINT REGISTERED ENGINEER NO. '8939 REGISTERED LAND SURVEYOR NO. 907 STATE- OF FLORIDA FLORIDA CERTIFICATE OF AUTHORIZATION 1.H -273 PRES. 4041 • • 000000 • • •••••• •• • •••••• ••••• • • 00000 • • • • 000000 • • • ••..••• PERMIT #:W/i Miami Shores Village APPROVED DATE .■4 1 bg PA II 1 SUBJECT TO COIVI — o:r, ni ALL D RAL ZONING DEPT BLDG DEPT STATE AND COUNTY RULES AND REGULATIONS - r—=•-------77t--,-;: • 1 1 JAN 3 1 200B 6 BY:.... fi/lami Shore 10050 N.E. SECOND AVE. MIAMI SHORES. FLORIDA 33138 -2382 Telephone: (305) 795 -2207 .::: Fax: 23051756. - 897? COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY WHEREAS, \Jen ni C-C.{ f3e (1 i(,S , hereinafter referred to as the Owner of the (owner) following described property: Legal description/folio#r: 11'32 X -0 I4 O Lot l b+ 1,6,c Block V) ® Subdivision Tax Folio #:11- 32,V o.-- o a3 Q requests permission to install: (] Asphalt, concrete, brick pavers [ ] Landscaping kri Other pc1ve CS within the public road right of way of R2-0 , AA" Ave ruosu, 5h3ce,s L (address) IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: 1. To maintain and repair, when necessary, the above - mentioned item(s) installed within the dedicated right of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid. 2. The owner does hereby agree to indemnify and hold Miami Shores Village or dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4 The undersigned further agrees that these conditions shall be deemed a covenant running with•the land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized reprssentative). SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on this '6 ) day o k SIGNED. SEALED AND DELIVERED in the presence of: 0A • �3 God �A 44, om.„(riNV -. tics Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; S DATE: '%(1.31 Q c ikt (2-CkS Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: kvy From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: I PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: DA"- W ip r a a a a a 1 EXIS11NG WOOD FENCE PROPERTY LINE d—tr 1J-61 5' BLEAR SETBN_K 1r'15 T S-6 —d "-75— 71-711-7- Ga r � W G Z $ J a MOW a FOR 100GIC 1— 1 PROPANE TANK W 0� NEW WELF0P-- r IRRIGATION SYSTEM is I L N?NWOOD 1Q T @MATCH r rH r— — 1 F- - EXIS11NG DECK 1 —"I AREA OFADDION 1 1 1 DOTING DE K AREA OF DEMO 1 RENOVATON — 91EXISTING ONE -STORY _JRESIDENCE 9205 N.E. 4TH AVENUE L L� J re U� ml W 25' FRONT SETBACK +19',51 V I 12-0' KEW 04TEECKPAVER AND WALKWAY 181 CENEERUNE OF FRONT DOOR 1274' of FRONT DO 121 #ROPERTY LINE Ull Z }3. w 0 a 20.0' PARKWAY YV= Ii_0" MIAMI•QADE Department of Environmental Resources Management Miami - Dade County West Dade Plan Review Summary EEOS ID : 2007- WDM -PR -01386 NAME : 2007072511160883 DATE : 07/25/2007 FOLIO # : 11-3206-014-0230 ADDRESS House Number. Street Direction: Street Name: 9205 NE 4 AVE MIAMI SHORES Street suffix: City: DESCRIPTION APPLICATION INFO Municipality: Miami Shores DERM ID: 2007072511160883 Reference Process No.: NA X Number. NA Project Name or Description: ANDREW & JENNIFER BELLINSON Subtype: NA Category Type: NA Current Use of Property: NA CIO Review Done ?: NA. CIO Review Date: NA C/O TrackingClosed ?: NA CIO Reason for Closure (If applicable): NA It Allocation NOT Required: No No Net Increase REQUIRED: No Allocation #: FLOOD Crown of Road: Base Flood Elevation (from Core Review): County Flood Criteria (from Core Review): 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 TASK Review By Date Status Comments Plan Intake Lillian Gongora 07/262007 PENDING REVIEW Initial Core Marta Hidalgo 08152007 Reviewed Existing SFR proposing to demolish garage to build new bedroom and storage room. Water Review & septic. TREES Review Hilcia De la 08/152007 Disapproved Please see tree comments attached to plans. Cruz 08/15/2007 Page 1 of 2 TASK Review By Date Status Comments Final Core Marta Hidalgo 08/15/2007 Overall Disapproval Review End of Process Lillian Gongora 08/09/2007 PENDING orlando REVIEW DISAPPROVAL CODES Disapproval Code 01: 027 - Requires Reviewfor Tree Permit NO INVOICED FEES NO CONDITIONS Core Reviewer Signature: Date : 0W15/2007 Page 2 of 2 Department of Environmental Resources Management Miami - Dade County West Dade Plan Review Summary EEOS ID : 2007- WDM -PR -01386 DATE :07/25/2007 NAME : 2007072511160883 FOLIO # : 11- 3206 - 014 -0230 a ADDRESS House Number. Street Direction: Street Name: 9205 NE 4 AVE MIAMI SHORES Street suffix: DESCRIPTION APPLICATION INFO Municipality: Miami Shores DERM ID:. 2007072511160883 Reference Process No.: NA X Number. NA Project Name or Description: ANDREW & JENNIFER BELLINSON Subtype: NA Category Type: NA Current Use of Property NA CIO Review Done ?: NA C/O ReviewDate: NA C/O Tracking Closed ?: NA C/O Reason for Closure (If applicable): NA Allocation NOT Required: No No Net Increase REQUIRED: No Allocation #: FLOOD Crown of Road: Base Flood Elevation (from Core Review): County Flood Criteria (from Core Review): 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 TASK Review By Date Status Comments Plan Intake Lillian 07/26/2007 Plan Review Gongora Initial Core Review Marta Hidalgo 07/27f2W/ Reviewed Existing SFR proposing to demolish garage to build new bedroom and storage room. Water & septic. TREES Review Ninfa Rincon 07/27!2007 Disapproved Please see tree comments attached to plans. 07/27/2007 Page 1 of 2 TASK Review By Date Status Comments Final Core Marta Hidalgo 07/272007 Overall Disapproval Review End of Process PENDING REVIEW DISAPPROVAL CODES Disapproval Cale 01: 027 - Requires Reviewfor Tree Permit • NO INVOICED FEES NO CONDITIONS Core Reviewer Signature: Date : 0727/2007 Page 2 of 2 Y -A Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL It Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/14/2008 Inspector: Rodriguez, Jorge Owner: Job Address: Project: BELLINSON, JENNIFER 9205 4 Avenue NE Miami Shores Village, FL 33138- <NONE> Contractor: ORONI INC Block: Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number Parcel Number 1132060140230 Lot: Phone: (305)685 -0412 Building Department Comments demo Passed Inspector Comments mld — 4 - 2 �%, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, February 13, 2008 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Te1: (305) 795.2204 Fax: (305) 756.8972 BUILDING M Permit NO .15N) PERMIT APPLICATION, JUL 2 3 2007. Master Permit No. 1{ f FBC 2004 Permit Type (circle): Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Owner's Address ��,°lQ.OS �ej '' AVt City Marry 3PO, State Ft, Phone # 3OS IS I .k.-i-4 1 Zip 33t3q Tenant/Lessee Name Phone # Job Address (where the work is being done) 92.0OS 61e., et' hie. City Miami Shores Village County Miami -Dade Zip 33 i t FOLIO /PARCEL# I 'blob-01y 02,M) Is Building Historically Designated YES NO Contractor's Company Name QOM la; Phone # S 6C1 S 0412. Contractor's Address t' j MO 1\14) 6 c...4 0 City 401V. ` State .+ Zip 2J3 1 EA Qualifier Name ai 1 tman 3lest Clb � State Certificate or Registration No. Cj C 12.S 1 E? S'1 Certificate of Competency No. 0600 1 S 4 .%-/ Phone # Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: EeAddition 1:1 Alteration LINew Repair/Replace [ �-� Describe Work: '_ 9 < ' ***************************************Fee * * * *** * * * * *, * * * * * * * *** * * * * ** * * * * * ** * * * * * ** Submittal Fee $ Permit Fee $ �, Notary $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ PI -i'0 Training/Education Fee $ CCF $ 1 60 2 CO/CC 2 Technology Fee $ •SO See Reverse side -a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage evicee's Nape (if applicable) r t Mortgage ten P 'Address , t, t City " State Zip o' V. Application is hereby made to obtain a permit to do the work and ta1iations 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 WORT, 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. "WARNINGS 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 firs t inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this /// day of ,20 , by , day of 4t 5" ,20d '7by ,,,e .pe' 4095' 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. NOTARY PUBLIC: Sign: Print: My C NO 'Y ?UBLIC -ST y/ r t Y t dnn,tic'Ponding Co,. Iuc. FLORIDA lesias xpires: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC , C STATE OF FLOMDA Arlenis Alicea Silvera Commission #DD447607 Expires: MAR. 04, 2008 Qd Thra Mande Banding Co., Inc Sign: 1 Print: My Commission Expires: Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 $''j. Inspection Date: 06/18/2008 Inspector: Levrock, James Owner: BELLINSON, JENNIFER Job Address: 9205 4 Avenue NE Miami Shores Village, FL Project: <NONE> Block: Contractor: NELMAR PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number Parcel Number 1132060140230 Lot: Phone: (305) 261 -3942 Building Department Comments LP GAS LINE / A Passed / In *'' e t Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, June 17, 2008 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Permit No. Ri EE'3 4 2008 VU' DOO Master Permit No 1LC — S' 07 — q Z Mechanical Roofing Owner's Name (Fee Simple Titleholder) At&est L hw IllflshYM Phone # Owner's Address 92OS A ' 4/14C, City t11OM1 �ore� State L Tenant/Lessee Name b0S- 1St•271i Zip 331 ace Phone # Job Address (where the work is being done) 42OS ' Ve A\re City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name IV\C1( Contractor's Address yq5 -1 ati 15 'Ave Zip Jl '6ci Phone # O Z6 3 ti City j t State FL. Qualifier Name k/115 j2 P-U 6k, 5 t -eZS Zip 33/Tr Phone # ', V r Z i- 3 tZ State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: [Addition Describe Work: 100. Square / Linear Footage Of Work: 60 • ❑Alteration ❑New CP cC • Ure ❑ Repair/Replace ❑ Demolition *************************************** F s* ****************************************** Submittal Fee $ Permit Fee $ /f® CCF $ CO /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 issue In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. , n Signature Owner or Agent The forgoing instrument was ac owlec.ged before this n 1 /, 242Z, byUn vlr )Visg A, w As identification and who did talc an oath. NOTARY PUBLIC: p`go ,\41 IreA�v A. 0 eilsc )' yti`" ''''. (P -;, My Commission Expires: oS ", .° C.5) c t * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** . , * ** * * * * * * * * * * * * * * * ** ti r //r ' r L��i� Sign: Print: Signature Con The foregoing instrument was ackno day of f i3 ,20 Oct ,by dged before me this / C! {L who is personally known to me or who has prod ced as identification and who did take an oath. NOTARY PUBLIC: APPLICATION APPROVED B (Revised 02 /08/06) Sign: Print: My Com MY COMMISSION # DD642766 • A. • 25, 2011 . 1 I. Notary Discount Assoc. Co. **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/11/2008 Inspector: Devaney, Michael Owner: BELLINSON, JENNIFER Job Address: 9205 4 Avenue NE Miami Shores Village, FL Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration rii,Le Phone Number Block: arcel Number 1132060140230 Lot: Phone: (305) 551 -4043 Building Department Comments ADDITION OF 2 MASTER BEDROOM BATHROOM STORAGE REMODEL PARTION OF EXISTING STUDY AND INTERIOR RESIDENCE 1 AAA Passed` Inspector Comments - Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, June 10, 2008 Page 2 of 2 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION!' l Master Permit No. FBC 2004 JUL 2 2007 J2, Permit Type: Electrical Owner's Name (Fee Simple Titleholder) ( ; IIt CU OS 11�Q(� Phone # Owner's Address COEOS / e, 4 MC.. City MOM c AP re State FL, Zip 1 ",Sf Tenant/Lessee Name Phone # E -MAIL: 1 C Job Address (where the work is being done) g2os ANA& City Miami Shores Village County FOLIO / PARCEL # 11" 32-#06 _ 014 — 02 30 Miami -Dade Zip j (%jV Is Building Historically Designated YES NO Contractor's Company Name A 1 ltAT I Ca(1C, Contractor's Address City fll@rilt 1230 6u3 .2o 4et Phone # OS 5S 1 -4002, State Zip b31 -1 S Qualifier Name 'FCncji 3(0 f(`Q_� Phone # State Certificate or Registration No. €,C 130 I Q 14 Certificate of Competency No. <11 C cn- E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Po' t' Square / Linear Footage Of Work: Type of Work: Addition ['Alteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work: MA tit of\ Of ? (.5\cnier re ,, 1'b r -IGo111 r i‘ 1 cickI (malt 8 fco V 1 '-Volta c j.e rev-v.0 pv 4 wr -- `eXi�$l�c� 6 �CaWr)( (CB ael.nc,�. ** * * * * * * * * **.*xxxxxxx******* ** ** Fees**** **** xxxxx *** ****************** ********* Submittal Fee $ Permit Fee $ .- X527 CCF $ q . lCJ�..% CO /CC Notary $ Training /Education Fee $ 2U Technology Fee $ o ,q Scanning $ C Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ o 2-1 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 $2500, the applicant must promise in good faith that a copy of the 'notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who ha$ produced As identification arld who did take an oath. NOTAA Sign:. Print: /. fr. kio sic Fending Go,, ine, FLORIDA 1r�sias 5 My ommissio Expires: **********************************1********************* APPLICATION APPROVED BY (Revised 02/08/06) Signature RiJ Contractor The foregoing instrument was acknowledged before me this /7 day of .4 u L / , 20 ®7, by t^, C® pei z_ who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC -STATE OF FLORIDA Nancy Iglesias Commission # DD535535 ices: MAY 13, 2010 onded Thru Atta; arc Bouiling Co., Lu. Sign: Print: My Commission Expires: ans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 03/11i12008 Inspector: Grande, Claudio Owner: BELLINSON, JENNIFER Job Address: 9205 4 Avenue NE Miami Shores Village, FL Project: <NONE> Block: Contractor: DALEY ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060140230 Lot: Phone: (305)754-9892 Building Department Comments 6f ' ,ka '616% ,-- 4/ / Passed ) j Inspector Comments CREATED AS REINSPECTION FOR INSP-62616. Replace broken tiles through the roof. 3/5/08 CG Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until Wednesday, March 12, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/05/2008 Inspector: Grande, Claudio Owner: BELLINSON, JENNIFER Job Address: 9205 4 Avenue NE Miami Shores Village, FL Project: <NONE> Block: Contractor. DALEY ROOFING INC Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number Parcel Number 1132060140230 Lot: Phone: (305)754 -9892 Building Department Comments Tuesday, March 4, 2008 Page 1 of 2 Inspector Comments cc Passed ' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, March 4, 2008 Page 1 of 2 GEOTECHNIC.;,L ENVIRONMENTAL HYDROGEOLOGY ASBESTOS //Ts�` \\ //I/1a4T'; ' woman l` �ri �. v l/ DYNATECH ENGINEERING CORP. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING CONC t. `1 ED UPLIFT LOAD TESTING ON ROOF '11LE TO COMPLY WITH METRO- DADE COUNTY PROTOCOL TAS -106 MIAMI, February 29th 2007 PERMIT No. CLIENT: DALEY ROOFING: 738 NW 107th Street Miami, FL. 33168 PROPERTY ADDRESS: Roof@ 9205 NE 4*Avenoe Miami Shores, FL. 33138. TILE TYPE/ATTACIHMENT: Flat Roof Tile Polyfoam Set Inspected By JM Testing Equipment Humboldt Scale Model H -4620 The test results presented here reflect the condition of the roof system at the time ofthe test. These results lifetime and sample dependent since roof condition are continuously changing due to the ewe to the element and rooftop Test No. Test Location Field Uplift Pull Test Test Result 01 -104 Field See Sketch Below > Than 35 LBS ' Passed 105426 Comer See Sketch Below > Than 35 LBS Passed 127 -158 Perimeter See Sketch Below > Than 35 LBS Passed 159 -208 Ridge caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE vim MtAM.I -DAI)E COUNTY TAS -106 R 'q SEE ATTAT Sincerely yours, issana N P.E. DYNA ENGINEERING CORP. Fl, F'Reg. No. 39584 Special Inspector No. 757 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 o Fax (305) 828 -9598 31 144 145 1 6 16 1 143 142 116 63 15 148 24 19. 2 21 166 \ 23 6 \ 10 12 FLAT ROOF AREA,/ NOT TESTED 14 11/ 149 / 8 1E 38 18 167 / 150 140 1 \ 20 .9 11 / 7. 84 37 5 \ / 59119 0 4 \17 16f3 3 1 58 39 33 \, 53 / 138 35 45 41 175 48 1 1 177 2 52 55 60 61 42 17: 81 67 187 / 66 12'3 154 155 156 1 8 286 85 84 B 880 57 20 80 0 81 82 0 4417, 54 ® 74 56 \ 46 47 108, 133 57 50 '51 134 18 135 10 153 65 64 76 7 79 01 8g c 7 125. 68 6in 2 69 63 89V" 711 / 192 90 92 88 98 102 127 8 100 99 104 78 77 6 2 2 91 158 731 72 / 19 132 131 4Q7 93 97 0 BROKEN TILES NEED TO BE FIXED BEFORE FINAL INSPECTION; 130 101 95 103 19 06 129 128 10 Dynaiech Engineering Corp, Client DALEY ROOFING, INC. PraJect Scales N.T.S. Dater Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 SEP 2 5 2007 J Permit No. e-P cn' 16116 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Phone # Owner's Address q2-06- AZ V City State Zip -3-31 $ Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Vill. e County Miami -Dade Zip 33/ 3S FOLIO / PARCEL Ls Building Historically Designated YES NO o/ Contractor's Company Name vb0 Phone # 940- S 7571 4/92- Contractor's Address City Qualifier Name 7Di State h Zip 337 Za Phone # State Certificate or Registration No a 51 /ei 0 Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1 o5(fr. Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration 74 i w ❑ Repair/Replace ❑ Demolition Describe Work: T,,%liSIAL -' I'i U (S k Ai.(D Ir=q O/ 0110 rJ 7200P. Submittal Fee $ Permit Fee $ 3 A00 CO CCF $ \ 2_ CO /CC Notary $ 'D Training/Education Fee $ O Technology Fee $1 - Scanning $ CI — Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ '55 , • D See Reverse side -+ J 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 Owner or Agent The foregoing instrument was acknowledged before me this day of 1144- 6 20 ®l d a ifil , Vtosora who is personally known to me r who ha. produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ******************************************** APPLICATION APPROVED BY: (Revised 02/08/06) Signature .9 Y Contractor The foregoing instrument was acknowledged before me this S day of Se fTeT , 20 07, by ;lei ` rdy who ersonally kn xlm to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Exp. * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION �; of PERMIT NO. fril `` TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI- -DADS: 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 description of property and street/address: 1111111111 11111111111111 1111 CF I 2007RO69S 946 OR IN 25779 Pg 2025; C1) RECORDED 07/16/2007 09 o 05 : :23 HARVEY RUVINy CLERK OF COURT MIAMI-DADE COLIHT'Yy FLORIDA LAST PAGE. 11COMEVRI SEP 0 6 2001 . ".sown..oe._a_._ 940s 2. Description of improvement: - Of t is-n is-n At 6 '1`7 LE /9-i f -L-' 1212,14 S St 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: ill )14. 4. Contractor's name and address: 12 /14.671 O al.) e7 T '133 NhJ lD'I Ste, M4c -t', i-1 X3-3 /fu8 '5. Surety: required by f?RIDR, COUNTY OF DADS < • G,'' ` ty: (Payment bond r ufred b owner from contra�>�u�d�i� ��;��.,. 1 HEREBY CE TIFY that this rs a true ; .p of the r.•:. ; , a. c Name and address: Amount of bond $ 6. Lender's name and address: 1 �7t.iLRSftRlt 7. Persons within the state of Florida designated by Owner upon whom noti provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: a) r documents may be served as 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: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a cliff _, ent date is specified) beltivVVv-N-- Sig re of Owner Print wner's Name eon L � 1 Ins6Y^) Sworn to and subscribed before me this 06 day of J Prepared by , 200. ieco 47( Address: 13/ JIJAJ / 7Sy ,2�� it/Z 33 /t Q cf Notary Public Print Notary's N . e My commission exoires: 4'4! K ALDANA MY COMMISSION # DD 475598 EXPIRES: fiber 8, 2009 Band lritu Nagy Plat UndanvrRers ' S CITY / -Ugh Velocity Hurricane Zone Uniform Roofing Permit Applicatio �P25 6001 I MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPUCATION' Section A (General Information) - !raster Permit No. Process No Contractors Name: Job Address: loo- : 9 Z.os tkiE 4 A- `_ Ii Law Slope Li Asphaltic Shingles Eli Prescriptive BUR -RAS 150 Roof Category El Mechanically Fastened Tile �. Metal Panel/Shingles Other: Mortar/Adhesive Set Tile _1 Wood Shingles/Shakes Roof Type New Roof El Re- Roofing Li Recovering Repair a Maintenance Are there Gas Vent Stacks located on the roof? Ell Yes If yes, what type? LI Natural El LPGX Roof System information Steep Sloped area (ft.2) 257:4 Total (ft.2) Section B (Roof Plan) Low slope roof area (fl.2) •• • • • • •• • • • • • • •••• Sketch Roof Plan: Illustrate ail levels and sections, roof drains, of sections and levels, clearly identify dimensions of elevated scuppers, overflow scuppers ara overflow dry. Include dime• 0 pressure zones and location of parapets. • • • • • • • • • • • •••• • •• Perimeter Width (a'1: Corner Size (a. x a ): • • • • • Ol .401111 la CIO= 110110101,111111.112HOMIN 11131141111,1111 ItIONOINOOTMIFIMMOMNO11 ONOMMOIMMOMminuallonsolorozzarioncosoMMOBRIN SI ag ' liroorlOnalerni 1 ..■o■ so IL .4 . >Ir■ ■■R 111 ■ . ■. IfaM � ■l•► ��. ^.fin ■ ■. ■■ UU•iit./ a•.MrIn ■ isI•..i ii s ■ii ■I - -, ■ . i■V�-,..�rmi. ■ a' :o1i ■ . ■ ■.i•.11 OO . . ■ 11<■ ■ ■ 11:_ .. ■::f,■ ■ i■i•.U■•■■■� ■Ull I ■n ■U NOOPOO ■ MOOMO n1i.■. ■.. osO s ■ al Oi.. i■ ■ io!■ ■...■ . .■ 1■11( so OnolO OOMMs�O,�OONVOWIIMP rl��SOe ' r ■1r.O■ ir'O1O.'�1�IO_- _ ■R ma- .. ■i M.Uo ■. n U■ .RR� I_ 111 .■. ■n ■/ 1■ . �■1 i ■■ ■ n■. ■■ yi .■■.■ ■.■.■. .. . ■i1 li tr y i .■■N% I 1■1/ ■ir■ i8 i ■11 ■ril a`on ■ �a i /�P� TP!'l!"sinii !wrlf�i ni"'�*' ti .■a; IU _lum �lhr i ■■ad. . n1 1 ill H411 'r11 1 II utEtt '■YID/): i VS NONIUMOOROM ■ ■i ■■ i is ■■ timings. i.n i um itsig ffl i ir >i■ Mt . .. 0 1151>l 1∎1 1 `■. its IMAM .1 .. a U..t ■.M! ■.. lli I _� . n.■.n. i'oi !taliii'ihmeta 11 . it r i1. Iaa� r Iaaauuuau•a iNI.ailli ■nl■affsrl I1tiiN1m � 1 Iwa + 1 11. .■. ■LQ■ ■. ■��. monommu■aii rsaaisibisar n _ i / pm pm �an s . ' .■1i. 1'.■■■ .�1i r 'Lsnjr■� 0 11r. __ 'ia'I, ■.. 5s.a�.n..■..■. •u•u..■I1�3.'J;i1BiL.1/I1 'issfi letz`' i1 AKEINIFINI SUt3Jl:C 1 10 COMPLIAN ( " 11 F D" . • • • • • •• • • • • Page 2 STATE AND COUNTY RULES AND REGULATIONS http:// www. miamidade. gov/ building/roofingjermiting/permit app section a.HTML 9/11/2007 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer: CAME 61 f-14- Nonce of Accephnce Number: 5— D 413.0/ Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: 4/. P2: 100.1 P3: 100, LP b Maximum Design Wind Pressures, (From the PCA Specific system): 11 11-'41 Sloped System Description Dear Type: 5/8" Plywood . Roof Slope: 3/4. °/12° Roof Mean Height: Ridge Ventilation: Method of Tile Attachment N/A Alternate Tile Attachment Method: CUp Spacing for Metal Roof Panels Field: Perimeters: Perimeter Width: Comers: Page 4 Alternate Deck Type: Underleymenttype: tt Insulation/Fire Board* •••• • • •••• • •• • • • •••• • Optional Naitable Substrate: • • • • • • • • • • • • • •••• • •• 14[P- •••••• • ••• Fasteners: • sr • • • Phi, s 14)4 K. t / -h (+1.140,—C Cap Sheet Type/Adheslve Type: • PotrJ �sJ• Roof Covering: S itAtki Roof Covering Attachment Method: 001.4 1114°N Drip Edge Size & Gauge: 5 face 26 ga• Drip Edge Material Type: Galvanized Metal Drip Edge Fastener Type: Fig ° v s. rvo¢- hetA.k Hook Strip/Cleat ga. or weight N/A •• • •••• • • •••• ••• • • • •• • • • • http: / /www.miamidade.gov/ building /roofing_permiting/section d 3.htm1 9/11/2007 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based We systems, chose either Method 1 or 2. Compare the values for Mr with the values from W. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: 41.(0 x A .741 - Mg: 7, 7'T = Mr1: 5q(.00 NOA Mf: //1 • c/ P 2: NO/ x A a ul - Mg: 7, 71 = Mri: 2l , NOA Mf: "r, 28 P 3: 10b11, x A � %�� - Mg: 7, 71 = Mr1: 24,u NOA Mf: `as' • • Method 2 "Simplified Tile Calculation Per Table Below" ' .. • : . •••• .. Required Moment of Resistance (Mr) From the Table Below: 34 4 NoiArli .iIt • Mr Required Moment Resistance* Mean Roof Height in Feet 15' 20' 25' 30' 40' Roof Slope 1 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 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 • • • • •••• •• • • • • • • • • • •••• • •• • •.• • • • • • •• •• •• • • . • • • • • • • • • • •••• • • • • •••• • • • • • •• • ••• • • • •• *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 http://www.miamidade.gov/building/roofing_permiting/section a 3.htm 9/11/2007 Miami Shores Village Building Department .1401' °I4;Es2hd° Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.89772 7 . Permit No. 7 / Job Name Date BUILDING CRITIQUE SHEET R €L7 Zid ; Reviewer: Claudio Grande C.B.O 305 -795 -2204 Ext 1430 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/09/2008 Inspector: Perez, JanPierre Owner: BELLINSON, JENNIFER Job Address: 9205 4 Avenue NE Miami Shores Village, FL Project: <NONE> Contractor: A & G MECHANICAL Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New Block: Phone Number Parcel Number 1132060140230 Lot: Phone: (305)446 -1931 Building Department Comments MECHANICAL FOR ADDITION OF MASTER BEDROOM, BATHROOM, FAMILY ROOM '61% c2g 6 /Vg Passed Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, June 6, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PEOMEWM Permit No. 533 PERMIT APPLICATION& JU FBC 2004 BY: Permit Type (circle): Building Electrical aster Permit No. Plumbing Roo: g Owner's Name (Fee Simple Titleholder) A 8(tai) E\ \ 1(\yn Phone # Owner's Address Cfl r 9- AJ e. City _34__ _ State -FG Tenant/Lessee Name Zip Phone # Job Address (where the work is being done) D S ( 4- A e_ City Miami Shores Village County Miami-Desls__ _,,,,_Zip 1 FOLIO / PARCEL # 11 019 -Ol 30 Is Building Historically Designated YES NO Contractor's Company Name A- L G ideckf\ l CCt Phone # 666 Contractor's Address 2 :3 1 sup U D G� City !AIWA 1 State FL Zip 331.3c� Qualifier Name Po(elto ( QfCtc. State Certificate or Registration No. CACAO'S 7 qt-IS Certificate of Competency No. Phone Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ b r7PC) Square / Linear Footage Of Work: Type of Work: //��Ad��dition DAlteration ONew 0 Repair/Replace 0 'tion Describe Work: Y�C[ \tA I cfl (f Cl Cf O 4 ( d f cr / b 4h 1 r - 1 (c ,,nn a A►Ut\u bzd(cone• , b1 -uc1y nv •occur << A tom. 0+ ******** * * ** * * * * * * * * * ** * * * * * * * ** * * ** * ** * * * * * * * * * *# f** * * * * * * ** * * * ** * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CJ " CCF $ "�1 O co/cc Notary $ \ Training/Education Fee $ ' - 40 Technology Fee $ "S .4 Scanning $ J • CO Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ �\ Structural Review. $ Total Fee Now Due $ 2.:(51 , 0 See Revene side -4 Zoning $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip nder amk(if plicable) M- Ynd'tt'A City State Zip Application is hereby made to obtain a permit to do the work an► talla ons 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 don compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature �`°"` Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by The foregoing instrument was s*` owledged before me this Jr, day of ,, j r! , 20 ©7, by dr!F..ELrrt9 e' " "1•St who is personally known to me or who has produced wh As identification and who did take an oath. NOTARY PUBLIC: 1' '4/ Sign: s ;'7' ' J" y `. Print: wY 43, 2010 My Commission 14zpires ?"' "hg Cc FLORIDA as APPLICATION APPROVED BY: (Revised 02/08/06) me or who has produced as identification M NOTARY PUBLIC: My Commission Expires: r.. :E° DA Nancy Igleias Commission # DD5355 Expires: MAY 13, 2010 Bonded Thra Atlantic Bonding Co., Inc. * * * * * * * * * ** Plans Examiner Engineer Zoning kat-17.1 cL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUN 1 @ Inspection Date: 06/09/2008 Inspector: Levrock, James Owner: BELLINSON, JENNIFER Job Address: 9205 4 Avenue NE Miami Shores Village, FL Project: <NONE> Contractor: NELMAR PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition/Alteration Block: Phone Number Parcel Number 1132060140230 Lot: Phone: (305) 261 -3942 Building Department Comments PLUMBING FOR ADDITION OF MASTER BATHROOM, FAMILY ROOM, ADDITIONAL STUDY AND STORAGE. REMODEL PORTION INTERIOR OF RESIDENCE BEDROOM, BEDROOM, OF Passed 1 "` `.e, tor Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, June 6, 2008 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No- AUG010 1 5 2007 -(73t Master Permit No.\kL Permit Type (circle): Building Electrical Plumbing ' Mechanical Roofing Owner's Name (Fee Simple Titleholder) Pll161.eix Q,n\�1‘W,(\ Phone # Owner's Address q io s I V t ` - iv , City Kw t1\% State FL Tenant/Lessee Name Zip +6/ Phone # (75C 3—) .7-5- Job Address (where the work is being done) 0,2,o Mt 4- riv_ City Miami Shores Village County Miami -Dade FOLIO / PARCEL # I 1 206--019 -0160 Is Building Historically Designated YES NO V Contractor's Company Name Zip 65t 3g Phone # 3 C h 2 (r ` 1 /l C. f' _ r, Contractor's Address 1-1 G9 s y 5L, ' -71 4- L City ?1r1 I A"if State Ft-- Zip / 1 .) Qualifier Name L ‘.,./ 1" S r ' Y) a' i) 7_ Phone # �� ) / ��' f State Certificate or Registration No. iZ. Fc' c, 3S .7 c (, Certificate of Competency No. «' c "C7 cy'c) P� Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $- J C7 ' Type of Work: ❑Addition ❑Alteration Describe Work: , t -(jcr a&I 1 110 f1CLt hp 4(oo n c9 y to4(40( 0+ . Square / Linear Footage Of Work: :New ❑ Repair/Replace ❑ Demolition beicrrtn, 67% i)n foram / (-C vN I) j i oe , 8 '-Votc.92r , i e i-1 pry * ** **** * * *** * * * * *** *** * * * ** * * * * * * * * * ** Fees * * ** * ** *, ** * * * * * * * * * * *** * * * * ** *** * * * * * * * ** Submittal Fee $ Notary $ Scanning $ Bond $ Permit Fee $ /Pe Training/Education Fee $ ( O Radon $ DPBR $ CCF $ ° �a✓ CO /CC Technology Fee $ 4 (0 3 Zoning $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ !0S ° ®3 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 certed 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 t be approved and a reinspection fee will be charged Signature dl • Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2- C day of 2062 by , day of Jtv L( , 20 p 2, by .-i- 1-Cm":1 who i onally kno , to me or who has produced who is personally known to me or who has produced 0. p OF Ra at As i � � • e e an oath. as identification and who did take an oath. NOTARY PUBLIC' r Commission ; DD535535 NOTARYIC: Expires: Y i 2010 ,---- / B erdid T 'Ian Atlantic .. , r Co., Inc. Sign: Print: ti My Commission Expires: *** ** * * * * * * ** * * ** * ** * ** ** * *** * * * ** *dry * * ** * ** ** * * * * * * * *** *** * * * * *:. , - -- - R- �.,.__ . *fir * ***** ** *fir * * * ** APPLICATION APPROVED BY: (Revised (2/08/06) era Plans Examiner Engineer Zoning Inspection Date: 03/14/2008 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: BELLINSON, JENNIFER Job Address: 9205 4 Avenue NE Miami Shores Village, FL Project: <NONE> Block: Contractor: DALEY ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060140230 Lot: Phone: (305)754 -9892 Building Department Comments RE ROOF EXISTING TILE AND FLAT ROOF INSTALL NEW TILE ROOF 01�100® Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 60617. Replace broken tiles through the roof. 3/5/08 CG .• / >., o- 1 . l x'17 Failed Correction i Needed � -�' Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, March 12, 2008 Page 2 of 2 Inspection Date: 03/05/2008 Inspector: Grande, Claudio Inspection Workstteet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL RC01.12.1 Phone: (305)795-2204 Fax: (305)756-8972 Owner: BELLINSON, JENNIFER Job Address: 9205 4 Avenue NE Miami Shores Village, FL Project: <NONE> Contractor: DALEY ROOFING INC Block: .togetuat Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number Parcel Number 1132060140230 Lot: Phone: (305)754-9892 Building Department Comments RE ROOF EXISTING TILE AND NEW TILE ROOF FLAT ROOF INSTALL i 1 MAR 0 6 Iiiii;, 1 Passed " a Inspector Comments cc ,., it C-d Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid until Tuesday, March 4, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33 138 Tel: (305) 795. 204 Fax: (305) 756.8972 0111010 BUILDING PERMIT APPLICATION PAII'� FBC 2004 SEP 0 g. 2007 L Permit No. OV aste Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) avorsz, Phone # Owner's Address /i/E p g City ,ie / I S State (-4-/- Zip J Phone # Tenant/Lessee Name Job Address (where the work is being done) qz4 4, 0 -Ac)--312:4 City Miami Shores: Village County Miami -Dade Zip 3-Si FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name C) frJt Contractor's Address 13t A/4i iamt- City 101 Qualifier Name State Phone # 7 Zip J6 1! Phone # State Certificate or Registration No. 0.449vmo Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ r _ Type of Work: DAddition ❑Alteration Describe Work: 11400 1ST I (%) Phone # Square / Linear Footage Of Work: Z1[ G l 0 Repa T eplace: 0 Demolition ** **** ter, * *, * * ** **** *****************Fees** *, * *,e * ** * * * *** * *** *** *** * * * * * * * * *** Submittal Fee $ Permit Fee $ Q 0 C)-9— CCF $ (c» :. (.0 O CO /CC Notary $ 5°" Training/Education Fee $ �- 20 Technology Fee $ 7 Scanning $ t,°' Radon $ DPBR $ Zoning $ Bon d $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $3'55 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 ironing. "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 properly 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 gnature J _ . I I Owner or Agent r n The foregoing instrument was acknowled ed before me this y of , 20 0r), by .(�`�l� � \PkraLc1) Signature P. Contractor The foregoing instrument was acknowle day of S � .leir 1 +, 0 O7 , by before nee this b 11e who is personally ' i s to me or who has produced who is personally kno to me or who has produced '-' 1.1't As iidentification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: K ALDANA MY COMMISSION # DD 475548 EXPIRES: OctAtar 8 200g ®erststi u MelstyPaio underwriters My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATI FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Permit No. l La '40= :9 M 1 DEC �. 1 2007 t B Y: ff%S'0-7 -a4°l 1 Master Permit No. -ci ti 1 Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) LL r j% 0 ` Phone # N".)S °4S 1 ° 2.43 1 Owne's Address CilOS Ne, LI Ate. Ci , State Zip 0 Tenant/Lessee Name Phone # Job Address (where the work is being done) (12.0S t e 41 kit City Miami Shores Villa e County Miami -Dade Zip '1 I C FOLIO / PARCEL # 1 t - )Z - 0144 -OM C Is Building Historically Designated YES NO Contractor's Company Name 0 t . i iJ Co Phone # ZOS - e- As- di d Contractor's Address 1'-t040 C"--\ City 0 it i ?.t r" t State Zip Qualifier Name MU& 10e.oi Ce N Phone # )S ‘ S © 9 17- ' State Certificate or Registration No. UDC" 17....S 1 b� 9 Certificate of Competency No. G Bco t s' .�) T Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: 11Addition DAlteration ❑New Describe Work: Ive,() (1)MC4CQ � Of cif-10A k v^q VISION° c)fe''' ❑ Repair/Replace ❑ Demolition ***************************************pees****** ******* * * *** * * * * *** * *** * * ***** ** * *** ..r Submittal Fee $ Permit Fee $ 3 P Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ CCF $ CO /CC Technology Fee $ Zoning $ 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 n 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 qi-k day of 1 �9 �_; b Jeon■W ,k who is pens ally known to me t' who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged before me this / I day of 20 t�` by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: OF FLORIDA cea Save. �1e31' #DD447,, Vien •ca Sign: Print: ,My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Sign: Print: My Commission Expires: /S-/7 Plans Examiner V Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SHE AT TIME OF RRST 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, Rorida Statutes, the following information is provided hi this Notice of 1. Legal description of property and street/address: l Illl IIllI IBll Nlll lllhI illlfi llIll l hill CFN 2013R069894-6 OR El: 25779 Ps 20125 (1Pa) RECORDED 07,,16/2007 09:05:28 HARVEY RUV'Ihdi CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE IMOMEIUM EIT o 6 2001 ly BY: V "� 9W- Va- / 1/ / W .3 /SS 2. Description of improvement: RE .-LO of GX f 17 a 6 LE 14-� f -LP-r fS A/614) -n € 4, 3. Owner(s) name and address: u/ftll,,J /914 J A /, / Interest in property: Name and address of fee simple titleholder: (11 4. Contractor's name and address: le. Vn t:e1 Leo jla1 E f+,1 e •1 Mk) /0-7 , p 33iteg •5. Surety: (Payment bond required by owner from contra IM4PRtDA. COUNTY OF DADE I HEREBY CE TIFY that this Is a true • • of the Name and address: Amount of bond $..__, 6. Lender's name and address: T. Persons within the state of Florida designated by Owner upon whom noti • � r 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 Ltenor'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 d ent date is specified) date is 1 year from the date of recording unless a Sig re of Owner {{ Print • er's Named envi i P1` t ns ) Sworn to and subscribed before me this 0 (0 day of J Notary Public '.4 , � . g' Print Notary's N. e 4.711MIE :i O fLar , My commission expires: Prepared by , C Address: 1 itikt ) /07S7- I1t.I 1, MY COMMISSION t DD 475598 EXPIRES: October 8, 2009 Rr„ Boma `mru Norery wbI�e U dad writers ITLOMEWM la SEP 2 5 2001 B Y: ---- 1 High Velocity Hurricane Zone Uniform Roofing Permit Appllcatioi MIAMJ-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPUCA710N CITY Section A (General Information) Master Penult No. Process No Cciact5s1;ame://001-;06 Jo"t4dtheZA AE 4 ,4-v- Low Slope 11 Asphaltic Shingles Li Prescriptive BUR-RAS 150 Roof Category Li Mechanically Fastened Tile ri Metal PaneliShingles Ti Other Roof Type Li New Roof L Recovering Li Repair n Maintenance )(Mortar/Adhesive Set Tile El Wood ShingbasiShalres Are there Gas Vent Stacks located on the roof? Li Yes Low slope roof area (V) Byes. what type? II Natural EJ LPGX Roof System information 1,900 Steep Sloped area MI /560 Total (V) 2_1 DO Section B (Roof Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of seetions and levels, dearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (al: Corner Size (a x III • 1111111111111111111§11111•11111111 111111111111. •0.111111111r1111•§Eria 111111111111111111111111111111111•1111111101111111111111111111111111M111111111111mmmul aminumm a i 111:11111N4 IIIIIMIIIIMIIIIIIIIIOINIIIIIIIIUUIIMIMIIIIIIIIIIIIISIIIIIHINIVFIIIIIIIIIIIJIIIII 111111111111111111•111111111111111.11111111111r1 IIIIUIHNMLIIINV"fillIllIllt..IIMIIIIIMIBIBIIIBIUIIIIIIIIISAOMIIIIIEIMBIIIIII*11*r**IHMPMIBIP 1 Millallragin10111111111111111111111•111 buff issiimiMAIIII N111111111111011 1111K1411111111.4X1rem millafill ligitaillimillIMMIMINIM1111 111111•11111111111111111mad VIII mill010111111N IlleirMtelli UMW* 1 NIIIIMUP VI iiiinitalli....11111/11111...111111111,./.111inmiummsromassuusui !pilot milliall/VONO1111111111111111101111111111111111111111111111111111111111111111111WillUall1311111111111111111111111111111111111111119111WM911111merag 1 IIIWILVIIIMBIMM0111111111101111111111111111111V1 111111111111n11401111111111111111111111111.1111.11MEariiiiiiiIIMITIMIBRA illoill111.111111111111111111p11.1111101111011111111111111M11111111111.411@tlIMNININIMIIIMIMILLMir 11111111**1 SelLmX:111111111111•1111111111111111111•11•11111111111■111111111lital Mom MILIIE11111111111111uraNNWri Ill $1114311111/1 .1101•111111 •11111111111111111111111111111111111.11111111111111101111411111111111E111111111111.1111111i11111117a IltirtillIgIbM MRS 1.1111111111111111111111111111111114111111111111111111111111111111111111W1111011111111011M1114hrailmillillim 1111111•11111111111111111111111111111111111111111111E111111arp13111111111110111111111•11111 LAIMI11110111J IF" tix1V1014/041 Imulalliummmillumloonuviurl _ 7 6111110111111111•17a111111111011111111111111 , 44, illimilled, in .11:111C20910War=11111,Alliniiiiiil 11111111111111111111111111111101111111,11111111•111 Alivil MOIMMIIIMR. $ III 4 ill ORIIIKIAMIVILINVINIMillWalliely trilL11.1111111.1111.111111101111111011■WRXWAllinrr ii..-mai.-- truusnalsattLIMMMIMI11124 tiltrangirmallaittniallitilat *Lay nuqiumnisistmaii imillikii5Wili it t m ummrammasniumniumuunraiwAmmoni I11 111111.MInlill ill•11•• 11111111111111111011111111.11111111011111111111101111111fiNtr1m eicluagui ' - gotAafi 01111.1131181. 1.11"11111 -.4i/1"."` ; iillaiiarninlignianniliniiiiiiiaAlli in, ■infl mummuliamium-02 iiiirAinari_gai. ilL11.1.1. -----IMINSIVAInin CUM* mrirmrls silitrummo isitMilifidiii licasfiguil IN I. Iell"......"1"*" t 1.1111111111111111MBIMIIMIBM INSIMISIYARAY411111411% •xi mum, monommg1MOSAIsitrOARWRgnmennummassmiimus WIMAlIgwV4-SMIMMUI orrnrInn 111w16:44 MINIM iNAIPAIAlfiRI, 11111111111111111111111111111111111111111011111 411141111iNillballlidll mann 1 militrallill. 1.11111'541"1""""1. 1" "." ' *". '''': suillisiniliviliNNEVANIIIIPAYA IP 11,1111■Mall iliMil miamitittinitiffie•dirailliiii••iiiiiir•sit immumnieriumnum ram R WIRS11011111 MOM claTairolifiEr 7U11 V•14kVi II RI I f.:. I3_ial2:1:: lk:491 NMI 11111110111111111111D011111111111111111:11111. NEW /11111132111111111111111 1101111111111111111..Rial ' Ems I 11111111111114a111111111111110um a •1' l'i --191.11111111111 „NC "VretiffrIl-11, trttfr, :71TIMIT; Mil 111611111111111111111111111111111111111 II 1111111111111 i , ,-, __ _ 2 R 1111.1 1111114M lamil mrs----iiifiiiivpaaniant minammignimummummainomw__Anmersurn JuiiiiiimmanuainnuialMill1111111111111111•11111 111011111111•1101111111112111111111.1111111mallhogawmil AP zo BL su ST Page 2 ****** • • • 000000 • • •o•000 • • •o•oo • • •00000 • • • 000•oo • • http://www.miamidade.gov/building/roofingpermiting/permit appsection a.HTML 9/11/2007 Page 1 of 1 • ••• •• 00 • • • 00 00 • • • • • • • • • • • • •• VIPs - High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BM,HI„Dp O DSPARt ENALMTRONIC APPLICATION • • • • ♦ = • • • • . • -- • • • . • • Section D (Steep Sloped Roof System) •• • • • ••_ ••• •• . • • • •• • • .. • • Roof System Manufacturer: 1 : • •�sp� -14Z61 t �� • Notice of Acceptance Number: 1 0 5 041.3. 0 1 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1:1 trmo P2: 10b%6 P3: I Maximum Design Wind Pressures, (From the RCA Specific system): 111 g A 5 3 Roof Slope:1 ✓ Ai, °117 Roof Mean Height: 1 )7. 1.0 a Sloped System Description Oeck Type: 15 /8° Plywood J Ridge Ventilation: 1 Method of Tile Attachment 144 1N /A Alternate Tile Attachment Method: Clip Spacing for Metal Roof Panels Fieid: l-------` Perimeters: 1 Comers: l -- Perimeter Width: 1 Alternate Deck Type: Underlayment type: 1 A-S17 Insulatlon/Fire Barrier Board: 1 1.4 Optional Nobble Substrate: Fasteners: 1 I rts9 roo - mut, , )6l 4-niwits Cap Sheet Type /Adhesive Type: • • ••••••• 1 P"''J s ic... -t� •• •••00! • Roof Covering: • • • • • • • 1 •••• 5S.1®t* Roof Covering Attachment MetI i • ••• • • ,— _ _ _' • . • 5 •••• •• • ••• • • • • 1 •filter 26 •Lf • Drip Edge Size & Gauge: 3 • 000000 • • •_ •••• ( Drip Edge Material Type: 1 Galvi nizpd Met . J Drip Edge Fastener Type: • • • Page 4 Hook Strip/Cleat ga. or weight: 1 N/A zj •.•••• • • •••.•• • • • • •••••• • • • 000000 • http://www.miamidade.gov/building/roofing_penniting/seetion_d 3.htnl 7/11/2007 • • • ••• • • • ••• •• •• • • • •• •• • • • 0 • • • • • i 2 i- • ••• • • Page 1 of 1 ••. High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUULDI G DERAR•MENTELLCYRONIC APPLICATION • • • • • • • • • f • • •• • • • • • • • • • • • • a •• 0 • Sectg4 g OTilo Calculations) • ••• 0 0 0 . 0 • • For Moment based tile • • • • • system�rc�o�glth�r�lllOyiodlror 2. Compare the values for Mr with the values from MI. If a Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P1:10 xArtagq "i -Mg: NOAMf:III�� 1{ P2:W,1'xAIT ?i1 - Mg:("7,��J =Mr1: ,Z" NOA Mf: l , P 3:1 /DO. lox A 17iri - Mg: ,7GJ = Mrl: VTIZQ NOA Mf: Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: ti' 2- NOA Mf: Mr Required Moment Resistance* Mean Roof Height in Feet 15' 20' 25' 30' 40' Roof Slope Cic El [ Dc Cis 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 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 • • • • • •• • ....•. • • OOOOOO • • •••••• • • •• • •• 0•.•.. • • • • • • • • •• • *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 •••• •••• • .. • • • •••• • •• • • • • •• • • •0• • • • • •••• • • •••• ••. • • • • •.•... • • 000000 ..... • • ...•.. • • • 000000 • • ••.... http:// www. miamidade. gov/ buildingfroofing_pemuting/section e_3.htm. 7/11/2007 • • • • ••• •• •• • • • • • • • • • ••• • • •• •• • • • • • • • ••• • 0 • • • • • • • _ • • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY ElUILQI:NG DEPARWMEV! EL'iCTRONIC APPLICATION ••_•.. IY•. • • •• ••• ••• •• • Section C (Low Sloped Roof System) Fill in the specific roof assembly components. if a cojipoRgf►t %not required, insert not applicable (NIA) • •ir=tile��te)'tbd • • • • • • • • • ••• • • Page 1 of 2 Roof SysteXAanufacturer•. 111/ NOA No: 0 3- 6601. 69system Type: i V n•.-d Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: psf (P2) Perimeters: (P3) Comers: I31, psf Maximum Design Presure, From the Specific NOA System: ®75 psf Deck type: 5/80 Plywood * These decks require a fastener pun test by an approved test laboratory Other Deck Type: Deck Support Spacing: Slope: nit :12 Fire or Vapor Barrier: Sheet & No. of Pty(s): Anchor/Base =t Fastener/Bonding Material: Insulation Base Size & Thickness: insulation Base Layer F = - ner!Bonding Material: Insulation Top Layer Size & Th ass: Insulation Top Layer FastenerBon ! Material: Wood Natter. Wood Nailer Fastener Type and Spacing: 1'Jpsf Base Sheet(s) & No. of Ply(s): Gsi'n *-30 I H f n in i�4 rial: t o r.5. rbw Ply Sheet(s) & No. of Ply (s): a A- ny Sheet Fastener/Bonding Material: A Top Ply: 400100 QUA r Top Ply Fastening/Bonding Material: (t-, • Surfacing: IJJ g Single Ply membrane: NJ4 Single Ply Sheet Width: 1/2 sheet width: No. of Single Ply 112 sheets: Single Pty Membrane Fastening/Bonding Material: Drip/GS Edge Metal Size & Gauge or weight 4), .3 • Drip/GS Material Type: • Drip/GS Hook Strip/Cleat Metal gauge or weight! A' .••• Parapet Coping Metal Size & Gauge; weight N/A. Coping M a t e r i a l Type: N / A • • • • • • +! • • • •••• Parapet Hook Strip/Cleat Metal gpyngaorameight I,U/it• • • • • 0_ •• •• •• • FASTENER SPACING FOR BAreltInr ATTACHAAENT 1. Field: ° o/c €) laps & • 2. Perimeter. ° o/c @ lam • 3. Comers: j ° o/c @ laps & •••• sy rcft • rote & k • •® rows ® (� NUMBER OF FASTENERS PER INSULATION BOARD Field: Perimeter. Comer. Fastener Type : N/A Alternate Fastener. http:// www. miamidade. gov/ buildinghoofmg_permiting/section c 4 %202.htm • • • • • • 9/5/2007 • • • • • • • • Page 1 of 1 • • ••• • • • ••.• •• •• • • • •• •• • • • • • • • • • • • •• ♦ • • ••• • • • . _ _ . ;. - • ••• High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BI1ILDJNG DEPARTMENT ELECTRONIC APPLICATION .•.♦ ••• •• • • t• • • • - • • •• • - - - • • • • • • • • • • Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. • • • • • • • • • • • • Indicate: Mean Roof Height, Parapet Heigh, Netghrof Bale'I'IasPitng, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. Parapet Wall Height 4- Ft. Mean Roof Height _ to Ft Page 3a • • • • • •• • •••••• • •••••• •••• • • •••• •••••• • • •• •• •.•••• • • • • • • • • • •• • •••• • • •••• ••.••• • • •• • • • • • •••• ..•.•• • • • •••••• •• • • • • • • • • •• • • 00000 • • • •••••• •• • • • • • •••• •••••• • • •••• • • 000000 ••• • • • http:// www. miamidade .gov/building/roofing_permi 'ng/section c 4 2.htm1 9/5/2007 • • ••• •• •• • • • • • • • • • • • • • ••• MIA M • • • ••• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • BUILDING CODE COMPLIANCE MICE *Cr. • • • • • • • PRODUCT CONTROL • DIVISION % • • • • • • • • • • • • • • •• • • • NOTICE OF ACCEPTANCE (NOA) Entegra Sales, Inc. 819 S. Federal Highway, Suite 300 Stuart, FL 34994 MIAMI DADE COUNTY, FLORIDA ... METRO -DADE FLAMER BUILDING ,f40 WEST FLAGLER STREET, Sung 1603 • MMAMK, 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 reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Skandia Roof Tile LABELING: Each unit drill bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami-Dade County duct 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 Bi? Briing Official. This NOA renews NOA No. 00- 1106.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Jo : L. NOA No.: 05. 0413.01 Expiration Date: 12/08110 Approval Date: 12108105 Page 1 of 6 ROOFING ASSEMBLY APPRIAAJ Category: Sub Category: Material: 1. SCOPE • • • ... • • • .. • • ... • .. .. .... . . . Ring. *. Roofing Tiles Concrete •• • • ♦ •• ••• •• • • • • • • .. .. • ....... This renews a roofing system using Entegra "Skaud1a" concrete roof tile, as manufactured for Entegra Sales, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION �tiuu;d by Test &AWN ph ensiams ans Skandia. Length: 16V" Skandia ABC Width: 13" TAS 112 Duratile USA "E" USA Trim Pieces 2.1 Length: varies Width: varies Thickness: vanes TAS 112 Product Dayntlin Fiat concrete roof tile for direct deck or batten nail-on. Accessory trim, concrete roof pieces for use at hips, rakes ridges and valley terminations COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Tile Nails The Screws Rainproof II Ice and Water Shield TU Underlayment Do Min. IOdx 3" #Sx 2 1" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. 30" x75' roll 36" x 75' roll 60" x 75' roll 36 "x75' roll 39% "x32'10" mil Test Seeutlon 4 TAS 114 Appendix E TAS 114 Appendix E TAS 104 TAS 103 TAS 103 Product NAEd1BASS Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Single ply, nail -on underiaynnent with 2" self adhering top edge Self - adhering Underlayment Self-adhering Underlayment 1 aggrAsiurer Generic (With current NOA) Generic (With current NOA) Protect -Q -Wrap, Inc. W.R. Grace Co. Polyglass USA, Inc. NOA Nos 0541413.01 Expiration Date: 12/08/10 Approval Date: 12/08/05 Page 2 of 6 Roof Tile Mortar ("T leTiterm") Roof Tile Mortar ( "Quickrete® Roof Tile Mortar #1140) Roof Tile Mortar (`BONSAL® Roof Tile Mortar Mix) Roof Tile Adhesive ( "Polypro® AH 160") Roof Tile Adhesive ( "Tile Bond ") Hurricane Clip & Fasteners N/A N/A N/A Various • • •• •• • • • • • • • • • • • • • • • • • • Factory pied containers ••• • • • • •. • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• TAS 123 Prepared mortar mix • • • • design fasnrtar set • roo applications • • SFAS•1B • • • Prepged Snorter mix designed for mortar set roof tile applications .•• ••• O O S •�formortarset • •r uNile'applications Two component polyurethane adhesives designed for adhesive set roof tile applications See NOA Single component polyurethane adhesives designed for adhesive set roof the applications Clips Min. 1/2" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 V4" •• • • See NOA TAS 114 Appendix E Corrosion resistant clips with corrosion resistant nails. Bermuda Roof Company, Inc. Quickrete Construction Products W.R. Bonsal Co. Polyfoam Products, Inc. Flexible Products Generic (With current NOA) 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may required, refer to applicable building code. 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. 4. INSTALLATION 4.1 "Lntegra Sales Inc. Skandia Flat and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations NOA No.: 05- 0413.01 Expiration Date: 12/00/10 Approval Date: 12100/05 Page 3 of 6 • • •• • • • • .•. • • • • •• •• • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • ••• Table 2 Restorip9•MpR+e 4 tar:pity - Mg (ft4bt) Table 1: Aerodynamic Multipliers - l4ft3) 3 ° :12" Tile Profile . • s •1.2 .. • • • • ••. ••• , • •• • itp • • • ' • .. •.• i1. (ft 3) • Direct Deck Application Skandia Direct Deck Battens • • • 0.267 • • • 0.289 Table 2 Restorip9•MpR+e 4 tar:pity - Mg (ft4bt) Tile Profile 3 ° :12" NI la: 0 . • . • s •1.2 .. • f�°: 12° 7°: r@A e 9 Battens Direct Deck Battens -Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Entegra Skandia 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 N/A Table 3: Attachment Res ure Expressed as a Moment - Mt (ft -Ibf) For Nadi -On Systems Tile Profile Fastener Type Direct Deck (Min 15/320 p 'ood) Direct Deck (Min. 19/320 Ph►wood) Battens Skandia 2 -10d Ring Shank Nails 30.9 38.1 172 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 182 2 #8 Screw 51.7 51.7 24.4 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 31.9 322 2 -10d Ring Shank Nails, 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fasteners are Located a minimum of VAta from the head of tile. Table 4: Attachment Resistance Expressed as a Moment Mf (ft -1bf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Skandia Adhesive 31,33 2 See manufactures component approval for Installation requlrements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. Polyfoam Product, inc. Average weigh per patty 8 warns. NOA No.: 05-041301 Expiration Date: 12109/10 Approval Date: 12100/05 Page 4 ef 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • $ • • ••• • • • • • • • • • • • • • ••• • • • • ••• Table 4A: Attachment For Sinus Resistance Expressed as a Moment Ratty Adhesive Set.Systsms • r e Ole i • •• • • • • ben Qni i • - Mr (it -tbf) minimum Attaci�ment Resistance • Tits Profile . Skandia PotyPro'm 118.9' Polyf romi 40.4b - _ 4 L a r g e p a d d y p l a c e m e n t o f 4 5 grams o f PQl iPj .' • • • : -- • .. 5 Medium paddy Wacerr:ent of 24 grans; Pte¢':$":: ;' . •• • • • • • ••• Of Table 413: Attachment Resistance Expressd as a Moment - MM (ft lbf) for Mortar Set Systems Tile Profile Tile Application Attment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "Miami-Dade County Product Control Approved ". 5.2 Entegra Sales Inc., Skandia Roof Tile bears the following markings: Skandia, Skandia ABC, Duratile, USA "E" USA, where the E is a stylized logo. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1A This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. MANUFACTURING LOCATIONS 7.1 Indiantown, FL NOA No.: 05441301 Expiration Date: 12(08110 Approval Date: 12/08105 Page 5 of 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• •'• • • ••• • • • •• • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • P'RUFIL.EbR1 W114'G • •• • • • •• ••• •• sum 441 qoktRESTEVJLE • • • • • • • • • •• • • • • • ••• •• SKANDIA END OF THIS ACCEPTANCE NOA No$ 050413.01 Expired= Date: L//08/10 Approval Date: 12(08 O5 Pape 6 of 6 M1� •• •• • • • • • • • • • ••• • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• BUILDING COD COMPLIANCE01w'ICEccp)• • • • PRODUCT CONTROL DIVISION : • • • • • • • • •• • • NOTICE OF ACCEPTANCE (NOAI Polygiass USA Inc. 150 Lyon Drive Fernley, NY 89408 • • •• MIAMI -DADE COUNTY, FLORIDA • • • • • • METRO -DADE FLAGLER BUILDING • • • • • •140 WEST FLAGLER STREET, SUITE 1603 • • • MIAMI, FLORIDA 33130 -1563 • • • • • • • • • • • •• e • • •• (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 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: Polystick P, Bast, IR/IRX, TU, TU Plus and MU Underlayments 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. AD : 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 No. 06- 0424.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No 06-0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 1 of 6 •• • ••l • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • *1* • • • • • 11* ROOFING COMPONENT PRUVA>r•.. • • • • • •. • • •• • • • •• • •• •••• • category: •Rg •.• ••• ••• • Sub- Cateeory Underlayment Ma er l: SBA, S- 44herp gM4ified Bitumen • ••. • • • • • PRODUCTS DESCRIPTION:.. • • • ••• *• *1 Test Product Product Dimensions 3tion Description Polystick P Roll: ASTM D 1970 A polyethylene top surface, self- adhering, underlayment 75' x 3' SBS polymer modified bituminous sheet 40 mils thick material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Basik Roll: ASTM D 1970 A homogeneous, rubberized asphalt underlayment 65'8" x 3'3-3/8" waterproofing membrane, glass fiber 60 mils thick reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. Polystick IR/IRX Roll: TAS 103 and A fine granular /sand top surface self - underlayment 65'8" x 3'33/g" ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof file underlayment. Roll: TAS 103 and A heavy granuled surface self adhering, 32'10" x 3'3-3/8" ASTM D 1970 APP polymer modified, fiberglass or 100 mils thick polyester reinforced, bituminous sheet material for use as an . underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A non - wicking fabric surfaced, self- underlayment 65'8" x 3'33/g ASTM D 1970 adhering, APP polymer modified, (Facer of Membrane 80 mils thick fiberglass reinforced with a high strength Labeled in Orange polyester fabric, bituminous sheet material or Black Ink) for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. Roll: TAS 103 and A non-wicking fabric surfaced, self - 65'8" x 3'3-3/8" ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet Polystick TU underlayment Polystick MU underlayment material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof file underlayment NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 2 of 6 • • ••• •• •• • • • • • • • • • • • • • • • ••• EVIDENCE SUBMITTED: • Test Ai encv • • •• Exterior Research & Design, LL t. PRI Asphalt Technologies • •. • • • ••• • • • • • • •• • • • • • • • • • • • • • •• Fdlt Id$ur • • • • • • #1T756.b41l' 1' #11756.08.01 -1 • .022,1)248.0S• •VOSro2 -p1: PUSA - 018 -02-01 PUSA-035-02-01 PUSA- 033-02 -01 INSTALLATION PROCEDURES: Deck Type 1: Base Sheet Fastening: Membrane: Surfacing: ••• • • • • ••• • ••• • fest fame/Renort •.. ••• • • TAS 103 ASTM D 1970 • •• TAS 103 1\•STM D 4977 'AVM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 ••• • • • •.• Date 04/27/01 08/14/01 08/29/05 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 Wood, non - insulated, new construction One or more plies of ASTM D 226 Type 11 or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Polystick membranes self- adhered. None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -%z" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4, When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 3 of 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ,••• • • •• • ••• • • • • • • • • • • GENERAL LIMITATTION4: • • • • • •' • ' • • • •• . •• • •• • • 1. Fire classification is not part of this acceptance. 2, Polystick P, Basin and IR/IRX maybe u%ed iip„asppvitic mingles, wood shakes and shingles, non - structural metal roofing, andlturamtlat 43of a1 bliss Polystick P and Basile shall not be used • as roof tile underlayment. • • • •• • ! • • • ••• •• 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre- existing roof membrane as a recover system. 6. Polystick P and Basik shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IR/IRX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the pr ding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. & In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof the manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IRIIRX is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: Tile Profile Polystick IR/IRX Polystick MU Polysfick TU, TU Plus Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment:. Refer to Polyglass Tile loading detail for loading procedure. • 0 N NOA No 06- 0505.01 Expiration Date: 09/13111 Approval Date: 11/30/06 Page 4 of 6 • *• • •• '1 •'• 1• •i ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• GENERAL LIMITA1 TIONS: (CON INVED1 • ... 10. Refer to prepared roofings sgst0 d$calatrot Nance oi'Acceptance for Iisted approval of this product with specific pre rfingprale Otis. Poo P, Basik, IR/IRX, TU, TU Plus & MU may be used with any approved roof co;erini Notice of Acceptance listing Polystick P, Basik, JR/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, U', ZU71v & .M�`L,t afo�•,�ot_ J,i�sred, a request may be made to the Authority Having Jurisdictio$ tam o$ the tai Dade ounty Product Control Department for approval provided that appropriate c umne ii ia•piwided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement "Miami-Dade County Product Control Approved". BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: • 1. Polyglass does accept the direct application of Polystick underpayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area pare clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass 2000 MB Plus trowel grade or other approved premium SBS modified trowel grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 '1/4" 112 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page5of6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 9. Minimum cure time after i mjqne iq tlitlh & 1prd feuding of roofing tiles is Forty-Eight (48) Hours • • • • • • • • • • • • • • • 8. Polystick TU Plus, Polystielc MMr may nbt be'csed in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membraaU iss *to a tca n�liteil t applying Polyglass MB 2000 Plus Trowel Grade Mastic or an approved pgeiuion i S VtgdiIied troi$el grade mastic to the area in need of repair, followed by a patch of'the'Pdlysttck thafertal'ofltke kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 401bs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be fiunished upon request by our Technical Services Department by calling 1(800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30 Page 6 of 6 • • ••• • • •• •• • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • •• BUILDING CODE COMPLIANCE OFFIt3E • ' ' .• • 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 NOTICE OF ACCEPTANCE (NO41 .. • • _ .•• • • Polyfoam Products, Inc. • • • Tomball, TX 77375 • • • • • • • ••• • • • 11715 Boudreaux Road 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 the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. Mans 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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 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 Jfirge L. Acebo. NOA No.: 06-0201.02, Ibwintionpate: 05/10/111 Approval Date: 04 /13/06 Page 1 of 7 • • ••• •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • e ROOFING ASSEMBLY APPkdAt: • Category: R • • • • Sub Category: Roof tile.a.dhesive Materials: Polyurethane • SCOPE: •• • • • • • This approves Polypro® AH160 asnnanea iffy Polyfvaui 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® All 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: Product Polypro® AH160 Dimensions Test Snec1catlons N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment 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 A11160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTME96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PS1 Parallel to rise 0.08 LbsJFt2 3.1 Perm / Inch +0.07% Volume Change © -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average valves as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05110/11 Approval Date: 04/13/06 Page 2 of 7 • • • •• • • • • • • • • EVIDENCE SUBMITTED: • • • Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services • •• ••• • • • ••• • • • •• •• • • •.• • • • • • • • • • • • ••• • • • • • • •• • • •• • • •• ••• • Te%t Idta+tifl f #94 -060 ..2457.818:1P1.% 71:783$-3: 23-741351 • • .2-7438-7 • 25-7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739 -0621411 7050.02.96 -1 528454 -2 -1 528454-9-1 528454-10-1 520109 -1 520109-2 520109 -3 520109 -6 520109 -7 520191 -1 520109-2-1 • ••• •• • • • • • • Jest Name/Renort TAS 101 TAS 101 • • • SSTD 11 -93 • • ••• • • • SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 • 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AHI60 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® A11160 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. +F` F_ �2: MS W NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: • • • • .•• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • .. • • • • • • • .• • • • • • ... • • • • ... . . . . . . . . . . 1. Polypro® A11160 may be ut ed vvi a$yl•f Cife,atidattlyjihving a current NOA that lists uplift resistance values with the use of4lolypro S A11180. • . 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Detaij.% nQte 1 hhreinti.Thf 1gof tile assembly's adhesive attachment with the use of Polypro® AH160 shall plot *icy Pttaelbtnent resistance, expressed as an uplift based system, to meet or exceedahi 1 desistanc, detentiined in compliance with Miami -Dade County Roofing Application §randl& RAS 127. lhh 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 file as determined at calibration. No other settings shall be approved 6. Polypro® A11160 shall be applied with Foampro RTF1000 or ProFack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 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® A11160 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. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. Two Paddy Weight per paddy Min. Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34/pan WA Flat, Low, High Profiles #2 24 N/A Flat, Low, Hi Profiles #3 8 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 4of7 • • ••. • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••••••• •••• A,lo SnE pittc� vDW,Tau. 1 • • • • • • • • • • • • • • •• • • • • NOA No.: 064201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • ••• • • • ••• ••••0 0 • • • ••• • • • • ••• • • • • • ••• • • • • • 4$14151VE MASSIE:N DETAIL 2 • : •: 1V yAtiTp • • • •• • • • • • • •• • • •• •••- 00 • 10 OOOOO 00 • NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 6 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • S. • • • • • • •ADpsivE.PLACE1 rr•OrrAII. 3 • 1 • ••• • • • • • • • • • • • •• • • • •• Nal through cement . • • paddy • ••• • • Merger rs,.,••• • • Paddy (water tile) 5 ••• .. • xn. ae (31n. Son • tanks- Wrong an top oldie ske paddy eave Fascia course only END OF THIS ACCEPTANCE NOA No.: 06-0201.02 Expiration Date: 05110/11 Approval Date: 04/13/06 Page 7 af 7 MIAMMADE • • •• •• • • • • •. • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) • • • PRODUCT CONTROL DIVISION • • • • • •• • • •• NOTICE OF ACCEPTANCE (NOA) ••• • • • • • • •• •• • • • • • • • • •••• • • • • • • • • • • • • ... ••• • • • • ••• MIAMI- DARE COUNTY, FLORIDA • • • • • • •METRO-DADE FLAGLER BUILDING • • • • • • 1 ►prEST FLACLER STREET, $U1TL 1603 • • • • • • • • • • • • GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 ••• • • • • •• • • • • MIAMI, FLORIDA 33130 -1563 • (305) 375 -2901 FAX (305) 375 -2900 •• . -- ••.•••• • • • • • • • ••• •• • • •• • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction unbends. The documentation submitted has been reviewed by the BCCO and accepted by dm Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having kris' (AHD. This NOA shall not be valid after the expiration date stated below. The Dade County Product Control Division an Miami Dade County) and/or the Aid (in areas other than 1Vliamii 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 AH7 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 MViiami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DFScRIVI ION: GAF Ruberolde Modified Bitumen Roof System for Woad Decks. LABELING: Bach unit shall bear a permanent label with the manufacturer's nave or logo, city, state and following stated -Dade County Product Control Approved", unless Mherwise 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 tie 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 eadmseffent of any product, for sides, 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. ADVERTLSEMENT: 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 namufacturcr or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02-0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRG 'NOA No: 03. 9591,0 Date: 11106/08 Approval Date:101 i Page 1 of 32 • ••• • • • ••• • • • •• •• • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • ••• • • • Membrane Type: APP/SBS Heat Weld • •• ▪ ••• • Deck Type 1: Wool, Non- insul1te l • • • • • • • •' • ' � • • • • • • • • • • • • • • Deck fin: 19/32" or greater plywood or wood plank decks System Type E (1): Base shut mechanically , : • • • • • ' • • • • • • All General and System Lhnitatkms shall spy • • • • • • • • • Balm sheet: GAFGLAS #80 Ultim "( Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat We1dlm Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically fastened to deck as described below; Fastening O GAFGLAS® Ply 4®, GAFGLAS Flex Plyna 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field (Maximum Design Pressure — 45psf, See General limitation #7) GAFGLAS® Ply 4®, GAFGLAS Flex P1yTt 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 pgf, See General Limon #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAPTT111`E) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See Genentl limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Dill Tee (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maxinuan Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tee (GAFr1TE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -- 75psf, See General Limitation #7) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat Weida& Smooth or RUBEROID SBS Heat Weld One or more plies GAFGLAS PLY 4®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of apps+uved asphalt applied within the EVT range and at a rate of 20-40 l s./sq. or Rnberoid Torch Smooth torch applied according to manufacturer's application instructions. NOA No: 03.9501.02 Expiration Oaten 11/06 Approval Data:19f23103 Page 28 ef 32 Membrane: • •• • • • • • ••• • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ' • • ••• • • • • ••• One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Rpberoid® Toaah PR texcl, agplied according to manuf s h ins0irc1ok • • • Or •' '• ••.• • 40 • • • One or more plies otR1 $EROID® SBS Heat We1d PLUS, RUBEROID® SBS Heat We1dThl PLUS FR, RUBEROID® SB§ peat-Weld/7A 170 FR, RUBEROID® SBS H Weedle,R$ 1$1®.SBS Heat-Weld= Smooth, RUBEROID® UltraattfiT4 atiaiditljB13ROIDO SBS Heat We1dTi 25 applied according to man's applieatitln 1n'dns. Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lbisq. 2. GAF Premium F tired Aluminum Roof Coating, at 1.5 gal, /sq. or GAF WeatherCoat® Emulsion at 3 galisq. (Torch Smooth applications only) 3. GAF Weathercote® MB+(Matrix 715 MB Coating), Applied at 1 to 1.5 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal./sq. Maw Design Pressure: See Fastening Above NOA No: 03- 0501.02 Expiration Date: 11/8 Approval Daie:1023/03 Page 29of32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 amities:* lem ¢ v q us d $s km hanically fast base or anchor sheet. • • • • • • • • • • • •• • • • 2. Minimum W' Dens Deck or Ali Type X ityp n board is ac table to be installed directly over the wood deck. GENERAL LIMITATIONS: 00 00:d 00 • • ••• •0 •: •1• ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • OS OOOOO 00 1. Fire classification is not part of this a&eptanc e, Ater. ti; a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the ENT range and at a rate of 20- 401bsisq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for When applied in approved asphalt, panel size shall be 4' x 4'rmximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip meowed 8" ribbons in three rows, one at each sidelap and one down the centes of the sheet allowing a continuous area of. ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a ralnirmum rate of 12 lba/sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 pd. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 Inf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minuommn fastener resistance value in conjunction with the maxim' um design value listed within a specific system. Should the fawner resistance be less them that requited, as determined by the Budding Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered l3ngineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this Motion is specifically referred within this NOA, General Limitation 89 will not he applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wined load 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Lin station #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Budding Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.02 Expiration Date: 1 Approval Date:10/ 3103 Page 32 of 32 lo7:03 re2 WED 14:$3 FAX D734253451 •,• • • • • • • • • • • • ••• • • • M[ . Michael J . Gada GAF Materials Corporation, 1361 Alps Road Wayne, nQ 07470.3689 Our Reference: R 1106 Dear Mr. Csad a: This is in response to our conversation on Jane 20.. 2002. As. discussed, the fono> * ostrzicka system meets Class A cx teria per ANSI/G"L,790 based on existing fire test data- Deck. C-15/32 Incline- 1/2 Intsrdation( One or SUM ease so a fiberfisocylourate Base S - Wdd Ply Sheet ( Wanly questions arise on the above, please contact the writer. Vez Y truly Yours, Douglas C tiller Engineering Group I.eader Fire Protections lion AisttarAna detested to polo stein eta v • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • ECnoN 1524 .' • ": • HIGH VELOCITY HURRICANE Zp4ES' •f}EQLV gt'11RMI:RB NOTIFICATION FOR ROOFING • • • cQNSIDEJ At1ONS •' : 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the, ewer :hg'tprQApt !3f this Uction.. The provisions of Chapter 15 of the Florida Building Code, Building govern theorii:NitnteQWife►lbnts'arid standards of the industry for roofing system installations. Additionally, the followit g tte=n sllgi kI b$ aV 1 esse'd as part of the agreement between the o � r - nd the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) ar r the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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 b: a ressed as part of the agreement between the owner and the contractor. lai 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed ►n ..N:! •rdance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. The roof deck is usually concealed prior to removing the existing roof system). 1. Common Roofs: Common roofs are those which have no visible delineation between neighboring un';'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. _4a Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vi'• from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail pe etrations of the underside of the decking may not be acceptable. The Florida Building Code 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 cau 0 J' ater 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 roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. a iii, 6. Overflow scuppers (wall outlets): It is required that rainwater flow off. so that the roof is not 'reacted from a build up 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 Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of th "'ructural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. er's/Agent's Signature Property Address 07/ 06' /0? Date Contractor's Signature Permit Number Rev:1120i2005,Computer services, Building Department